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HomeMy WebLinkAboutRcvd 12/13/2023 - SCDHS Approved Plans 12 e ' ' "�' r Hash¢ ~�•. %, _� SWob '�o • •W • A�SNOs Ch•,p m uC.F •'�'�'' -- .sr'THE ENCLAVES �- PWG CLIENT DRIVEN SOLUTIONS yy�s�•• 25 P.W.GROSSER CONSULTING ENGINEER SOUTHOLD TOWN OF SOUTHOLD a 32 °•popo ° °- o a ' , AND HYDROGEOLOGIST,P.C. • •SAS\ / 630 Johnson Avenue. . _ • - -•,T• Avenue..Suite 7 Y1Bohemia.N1716-2618 �� a a 353.Fa - 8705 _G Phone:(631)589E (631)589 E-mail:INFO@PWGROSSER.COM toSUFFOLK COUNTY NEWYORK ide CONSULTANTS 47 o .,. S •a 6 5// 4a�� o Beixedon'; e a z SOUL d<z H��£` Lm• n '' k rI 6/ °�• ail .� O �_�'.. 3 PROPOSED SEWAGE TREATMENT PLANT �o3TfN a 2�akh SITE Marina Southold s Harpers 2,•High Zh q` Pt 3 24 ENLF M `Cr Southold °0kc Q� Bay 17 34 Marina �,1� S Q U N e• m 6 WiIVOw HiU. P/N�n� 3 4 1 PROJECT 1 ' CONTACTS 0 25 2 ISSUED FOR: SCDHS ENGINEER: o ''gzy - �'��' DEPARTMENT �:• •i •• c 0 P.W.GROSSER CONSULTING - REFERENCE NO. ENGINEER AND HYDROGEOLOGIST,P.C. ` _Reservoir 630 JOHNSON AVENUE,SUITE 7,BOHEMIA,NY 11716 LOCATION MAP SHEETINDEX TEL(631)589-6353 FAX(631)589-8705 SCALE:N.T.S. SCDHS. C-22-0081 NO. TAG TITLE 8 REVISED PER SCDHS COMMENTS 11/22/2023 1. G-1 TITLE PAGE 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 2. G-2 GENERAL NOTES&LEGEND 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/512023 3. G-3 BORING DATA MUNICIPAL CONTACTS OWNER I INFORMATION , 2 REVISED PER SCDHS COMMENTS 03/01/2023 4. C-1 OVERALL SITE PLAN rv�1 REVISED PER SCDHS COMMENTS 11/17/2022 mee, ­­oeec,or­ ­,s­oe,e 5. C-2 PARTIAL SITE PLAN COUNTY: OWNER: oeay�ea sy Dam seemwed �rnwn By 6. C-3 PROFILES AND SITE RPZ DETAILS THE ENCLAVES BAS/LT Daze aea�ad L'1' 11/11/2022 7. C-4 SITE DETAILS I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 56655 ROUTE 25 App-d By BAC s 1' ASNOTED 8. C-5 SITE DETAILS II OFFICE OF WASTEWATER MANAGEMENT SOUTHOLD,NY 11971 THE ENCLAVES 360 YAPHANK AVE,YAPHANK,NY 11980 56655 ROUTE 25 9. A-1 ARCHITECTURAL DETAILS AND CODE COMPLIANCE SOUTHOLD,NY 11971 10. A-2 CONTROL BUILDING FLOOR PLAN TEL(631)852-5700 P,eiee, 11. A-3 CONTROL BLDG.ELEVATIONS AND SECTIONS DEPARTMENT REFERENCE 1 THE ENCLAVES 12. S-1 STRUCTURAL NOTES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPOSED SEWAGE OFFICE OF WASTEWATER MANAGEMENT 13. S-2 CONTROL BUILDING FOUNDATION&ROOF PLANS INFORMATION These documents have been reviewed and are TREATMENT PLANT 14. M-1 HYDRAULIC PROFILE AND PROCESS FLOW SCHEMATIC SITE SCDHS: C-22-0081 found to be in compliance with Suffolk County Poie­,ess 25 15. M-2 CONTROL BLDG.MECHANICAL PLAN inormatiodsubmiire by requirements SOUTH56655 OLD, TO information submitted by the applicant. SOUTHOLD,TOWN OF SOUTHOLD SITE: 56655 ROUTE 25 SUFFOLK COUNTY,NEW YORK 16. M-3 PROCESS TANK DETAILS SOUTHOLD,NY 11971 ❑Approved as Noted 17. M-4 PROCESS TANK DETAILS SCTM#: 1000-63-3-15 ❑✓Approved as Submitted iee0 «a ry°m 1000-63-3-15 aesde,o,r aeie,ece rvmee,: 18. M-5 PUMP STATION AND SCREEN DETAILS LOT AREA: 6.75 ACSC ur lento m.a EXCAVATION INSPECTION REQUIRED 12,13/23 GWMZ: ZONE IV APPROVAL DATE REVIEW ENGINEER 19. M-6 MECHANICAL DETAILS BUILDING CLASSIFICATION: COMMERCIAL COMMUNITY FOR SANITARY SYSTEM COVER 20. E-1 ELECTRICAL SITE PLAN BY HEALTH DEPARTMENT SUBJECT TO COVENANTS&RESTRICTIONS LIBER 13227 21. E-2 ONE LINE DIAGRAM AND CONTROL BLDG.POWER PLAN PAGE_ SHEET 22. E-3 CONTROL BLDG.ELECTRICAL LIGHTING PLAN SCDHS"PROVAL Box Suffolk County Department of Health Services " Approval for Construction-Other Than Single Family oawig rv�me., 2 Water lines must be inspected by the ENGINEERS CERTIFICATION REQUIRED OF NEW Reference No. C-22-0081 Design Flow 11,420 GPD Q��' y� NDREW P Suffolk County Dept.of Health Services. SUBMIT P.E.OR R.A.CERTIFICATIONc90 Hotel&Restaurant R O C 01 FOR INSTALLATION AND C ONSTRUCTION These plans have been reviewed for general conformance with Suffolk a Call(631)852-5754,48 hours in County Department of Realth Services standards,relating to water W E STP Collection System,Water Supply apply and sewage disposal.Regardless of any emissions, = Sn dadvance,to schedule inspectiono" (s). OF inconsistencies or lack of detail,construction is required to be in yP� 092523 �V\ 1 accordance with the attached permit conditions and applicable 22 FOR FINAL APPROVAL.USE FORM WWM-073. standards,unless specifically waived by the Department.This approval p FESS1� PwcC Polec,N,mW, expires 3 years from the approval date,unless extended or renewed. h,,o=ed a,, d,-it- 12/13/23 E 12113123 ,oaye e,-ti aid,-t do20meme _ a�iaaao�msae,i-na9 Approval Date or,ha-Yolk Sm Ed-1.11,. _ SUFFOLK 1 DEPARTMENT OF HEALTH SERVICES DEPARTMENT OF WASTEWATER MANAGEMENT GENERAL NOTES SCDHS GENERAL NOTES GENERAL SPECIFICATIONS PLAN LEGEND: 1. NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING 1. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND PROPOSED HYDRANT LOCATIONS CONDITIONS ARE MET: DIMENSIONS PRIOR TO PROVIDING BID PROPOSALTHE PWGC A. PERMIT TO CONSTRUCT A WASTE DISPOSAL SYSTEM CONTRACTOR WILL BE RESPONSIBLE FOR FIELD FIT AND 48 EXISTING CONTOURS CLIENT DRIVEN SOLUTIONS (SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES-WWM QUALITY OF WORK SATISFACTORY TO SCDHS AND THE ENGINEER. FORM 2)HAS BEEN DULY ISSUED BY THE SUFFOLK COUNTY NO ALLOWANCE WILL BE MADE ON BEHALF OF ANY ERROR OR 39 PROPOSED CONTOUR P.W.GROSSER CONSULTING ENGINEER DEPARTMENT OF HEALTH SERVICES(S.C.D.H.S.). NEGLECT ON THE PART OF THE CONTRACTOR. x(ass) EXISTING SPOT ELEVATION AND HYDROGEOLOGIST,P.C. B. THE CONTRACTOR OR HIS REPRESENTATIVES HAS NOTIFIED 2• CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL +(39.0 PROPOSED SPOT ELEVATION THE S.C.D.H.S.,IN WRITING, OF HIS INTENTION TO COMMENCE MARK OUTS FOR ALL UNDERGROUND UTILITIES AND SERVICES IN 630 Johnson Avenue..Suite 7 CONSTRUCTION AND HE SHALL SUBMIT AN ACCURATE SCHEDULE THE AREA AND RELOCATE THEM AS REQUIRED THROUGHOUT THE Bohemia.NY.11716-2618DRYWELL WITH SOLID COVER Phone:(631)589-6353.Fax:(631)589-8705 OF ANTICIPATED WORK PROGRESS AT LEAST 14 CALENDAR DAYS PROJECT PER PREVALENT CODE. Op (LEACHING) E-mail:INFO@PWGROSSER.COM PRIOR TO ACTUAL COMMENCEMENT DATE.IF FOR ANY REASON CONSTRUCTION IS TEMPORARILY SUSPENDED,A WRITTEN NOTICE 3. CONTRACTOR WILL BE RESPONSIBLE FOR COMPLIANCE WITH CONSULTANTS OF SAME SHALL BE TRANSMITTED TO THE S.C.D.H.S. AND A FEDERAL,STATE,COUNTY AND LOCAL SAFETY CODES. O DRYWELL VdTH OPEN GRATE COVER WRITTEN NOTICE OF RECOMMENCEMENT OF CONSTRUCTION (LEACHING) TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE 4. CONTRACTOR WILL BE RESPONSIBLE FOR RESTORATION OF TRANSMITTED TO THE S.C.D.H.S. AT LEAST THREE (3)WORK ANY AND ALL DAMAGE TO ANY STRUCTURE,GRADE,ASPHALT, DRYWALL WITH CURB INLET DAYS PRIOR TO THE ACTUAL RECOMMENCEMENT DATE. PAVEMENT, ETC. AS REQUIRED BY AGENCIES HAVING (LEACHING) JURISDICTION,AT NO ADDITIONAL COST TO THE OWNER. 2. ALL WORKMANSHIP AND MATERIALS FOR SEWER CONSTRUCTION, m CURB IFILET AND TESTING THEREOF, INCLUDED IN THIS PROJECT SHALL 5. CONTRACTOR SHALL EMPLOY ALL SAFETY MEASURES CONFORM TO THE LATEST REQUIREMENTS OF THE S.C.D.P.W.'S INCLUDING SHEETING AND SHORING TO PROTECT EXISTING NON-LEACHING) SPECIFICATIONS FOR SEWER CONSTRUCTION INCLUSIVE OF ALL STRUCTURES AND PEDESTRIANS. REVISIONS AND ADDENDA THERETO. IN ALL CASES WHERE ATCDRAIN H C CONFLICTS EXIST BETWEEN THE CONTRACT DOCUMENTS AND THE 6. CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CATCH BASIN OUTLET As SHOWN ON PLAN LATEST REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION DOCUMENTS PRIOR TO SUBMITTING THE BID. (NON-LEACHING) CONSTRUCTION, THE INTERPRETATION AND RULINGS OF THE CONTRACTOR SHALL INFORM THE ENGINEER FOR ANY OMISSIONS S.C.D.H.S.SHALL BE BINDING. AND OR DEFICIENCIES. OQ SEWER MANHOLE WITH 3. DURING CONSTRUCTION,THE OWNER SHALL RETAIN A NEW YORK 7. CONTRACTOR SHOULD COORDINATE THE WORK WITH ALL SOLD COVER STATE LICENSED PROFESSIONAL ENGINEER WHO IS TO BE PRESENT AUTHORITIES HAVING JURISDICTION. TO OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS OO LEACHING POOL WITH BEING INCORPORATED INTO THE PROJECT.THE ENGINEER SHALL BE 8, CONTRACTOR SHALL NOT BACKFILL ANY WORK PRIOR TO THE SOLID COVER THE SOLE JUDGE AS TO WHETHER THE CONSTRUCTION PROVIDED IS INSPECTIONS BY THE ENGINEER,SCDPW AND SCDHS. IN COMPLIANCE WITH THE REQUIREMENTS.AT ANY TIME DURINGy ALL MATERIAL,WORKMANSHIP,INSTALLATIONS PROCEDURES AND O CLEANOUT THE COURSE OF CONSTRUCTION THAT THE WORK IS DEEMED MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE UNACCEPTABLE,A STOP WORK ORDER WILL BE ISSUED AND ANY CONTRACTORGROUNDWATER FLOW . WORK PERFORMED AFTER THE ISSUANCE OF SUCH AN ORDER -�► DIRECTION SHALL NOT BE ACCEPTED BY THE ENGINEER.ALL WORK AND/OR MATERIAL FOUND UNACCEPTABLE SHALL BE REMOVED AND CONTRACTOR'S SCOPE OF WORK AND SPECIFICATIONS -D- DRAINAGE PIPE REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE WORK 1. THE CONTRACTOR SHALL COORDINATE ALL ASPECT OF THE WORK WILL BE PERMITTED TO RECOMMENCE. THE SCDHS WILL WITH THE ENGINEER TO ASSURE THAT CONTEMPLATED WORK IS "PVC(DR-1 e)SEWER PIPE PERIODICALLY INSPECT THE PROJECT TO SEE THAT THE COMPLETED IN TIMELY MANNER. -s- 8 "PVC(DR-1)SEER PIPE FOR ALL HOUSE coNNECPON CONSTRUCTION IS IN COMPLIANCE WITH THE APPROVED PLANS AND (JrILEss OTHERWISE NOTED) SPECIFICATIONS. ANY DISCREPANCIES WILL BE CALLED TO THE 2. THE CONTRACTOR SHALL HAVE APPROVAL OF ALL ATTENTION OF THE ENGINEER BY S.C.D.H.S. REQUIRED SHOP DRAWINGS ON SITE BEFORE START OF ACTUAL CONSTRUCTION. S'PVC(DR-18)WATER MAIN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE -W- 2'COPPER(TYPE K)WATER LIFE FOR ALL HOUSE CONNECTION CONSTRUCTION SITE IN A SAFE NON-HAZARDOUS CONDITION ALL IN 3. CONTRACTOR SHALL PERFORM THE FOLLOWING WORK: (UNLESS OTHERWISE NOTED) ACCORDANCE WITH THE REQUIREMENTS OF THE ENGINEER,THE NEW FURNISH AND INSTALL,AS SHOWN ON PLANS, NEW HOUSE 1°COPPER(TYPE K)WATER LINE FOP,STP CONTROL BLDG DEPARTMENT YORK STATE DEPARTMENT OF LABOR, OSHA, AND ALL OTHER TRAP CONNECTION,CLEAN OUTS,MANHOLES,AND GRAVITY (UNLESS OTHERWISE NOTED) AGENCIES HAVING JURISDICTION.UNLESS OTHERWISE ACCEPTED,IN SEWER PIPE. -E- 2'ELECTRICLINE REFERENCE NO. WRITING,BY THE ENGINEER OR OWNER,THE CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY FENCING AROUND SEWER 4. THE CONTRACTOR SHALL WARRANT ALL MATERIALS AND TRENCHES OR OPEN EXCAVATIONS WHICH WILL REMAIN OPEN AT LABOR FOR ONE YEAR FROM FINAL ACCEPTANCE IN ADDITION THE TERMINATION OF EACH DAY'S WORK.THE ENGINEER/OWNER, OF THE STANDARD MANUFACTURER'S WARRANTIES.ANY -T- z TELECOMMrllcnnorl urlE OR HIS REPRESENTATIVES, ASSUMES NO RESPONSIBILITY FOR DEFICIENCIES DISCOVERED DUE TO INSTALLATION SHALL BE SAFETY CONDITIONS AT THE SITE,AS THIS IS UNDER THE SOLE REMEDIED BY THE CONTRACTOR WITHIN 48 HOURS AT NO SCDHS: C-22-0081 CONTROL AND COMPLETE RESPONSIBILITY OF THE CONTRACTORS CHARGE TO THE OWNER. AND HIS SUBCONTRACTORS. PROPOSED THRUST BLOCK 5. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE WATER LINE CONSTRUCTION REQUIREMENTS FOLLOWING REQUIREMENTS ARE FULFILLED TO THE SATISFACTION OF 8 REVISED PER SCDHS COMMENTS 11/22/2023 1• ALL TYPES INSTALLED PIPE SHALL BE PRESSURE 6 REVISED PER CLIENT 10/24/2023 THE ENGINEER AND DEPARTMENT OF HEALTH SERVICES. TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE 6 REVISED PER CLIENT 09/01/2023 LATEST EDITION OF AWWA STANDARD C600. 5 REVISED PER SCDHS COMMENTS 07/26/2023 A. "AS BUILT" RECORD DRAWINGS SHALL BE PREPARED IN PROPOSED VALVE 4 REVISED PER SCDHS COMMENTS 06/30/2023 ACCORDANCE WITH SCDPW REQUIREMENTS AS OUTLINED IN NOTE 2• WATER MAINS ARE TO BE DISINFECTED IN ACCORDANCE 3 REVISED PER SCDHS COMMENTS 06/05/2023 10B. WITH AWWA STANDARD C-651-14,OR THE LATEST REVISION. 2 REVISED PER SCDHS COMMENTS 03/21/2023 1 REVISED PER SCDHS COMMENTS 11/17/2022 GENERAL NOTES 3. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES N,m, Re:m De,pao ae s,Dae COLLECTED AFTER DISINFECTION ARE REQUIRED AT A MINIMUM PROPOSED SANITARY FLOW DIRECTION 1. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION Dd sy Date seem ued MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. D,,,,By BAC/LT Daters- THE CONTRACTOR,NOR FOR THE SAFETY OF THE PUBLIC OR L'F 11/11/2022 THE CONTRACTORS'EMPLOYEES,OR FOR THE FAILURE OF THE 0 PROPOSED PARSHALL FLUME W/SONIC LEVEL METER App-d By s�,e BAG AS NOTED CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH Me". THE CONTRACT DOCUMENTS. THE ENCLAVES 2. ALL EXISTING STRUCTURES WHICH ARE TO BE REMOVED SHALL 56655 ROUTE 25 BE BACKFILLED WITH SELECT GRANULAR FILL WHICH HAS BEEN PROPOSED EVERGREEN TREE SOUTHOLD,NY 11971 COMPACTED TO A 95%MINIMUM DENSITY AT THE OPTIMUM Peree: MOISTURE CONTENT AS DETERMINED BY A MODIFIED PROCTOR TEST. THE ENCLAVES C+ �+ 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND 0 PROPOSED EXTERIOR LED LIGHT POST W/40ffi'MITI. PROPOSED SEWAGE ELEVATION OF ALL EXISTING UTILITIES BY PERFORMING A FIELD INSPECTION AND TEST HOLES. THE ENGINEER SHALL BE TREATMENT PLANT NOTIFIED OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED WORK,PRIOR TO THE START OF CONSTRUCTION. PROPOSED HOSE BIB P"re.-- 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL 56655 ROUTE 25 PERMITS NECESSARY FOR THE INSTALLATION OF ALL UTILITIES. SOUTHOLD,TOWN OF SOUTHOLD ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL THE SUFFOLK COUNTY,NEW YORK UTILITIES OR MUNICIPAL AGENCIES HAVING JURISDICTION. THE TEST HOLE D,,,1,11.,Niieef --N,-, CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND 1000-63-3-15 MUNICIPAL INSPECTIONS. Regdztory Revere N,m, 5. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL '-' 6'HIGH CHAIN LINK FENCE rteor Dmm e: UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND GENERAL FEDERAL LAW AND APPLICABLE CODES.THE CONTRACTOR SHALL PAY FOR ALL DISPOSAL FEES. 6. ALL CROSSINGS OF THE PROPOSED WATER SERVICE LINES SHALL NOTES& BE MADE IN CONFORMANCE WITH APPLICABLE SCWA AND SCDHS STANDARDS. LEGEND 7. THERE SHALL BE NO STORM DRAINAGE STRUCTURES WITHIN 10 Approval or C n s Department Otof her Services s Approval for Construction-Other"than Single Family Dawi,g rvnmde, FEET OF THE PROPOSED SEWER LINES. ,,pF NE{y Reference No. C-22-0081 Design Flow 11,420 GPDpNpREW CyO�� 8. ALL WATER/SEWER,WATER/DRAINAGE SEPARATION DISTANCES y AND OFFSETS SHALL CONFORM WITH SCDHS STANDARDS. e(s) Hotel&Restaurant * Q o These plans have been reviewed for general conformance with Suffolk - SANITARY SYSTEM ABANDONMENT NOTES County Department of Health Services standards,relating to water W m supply and sewage disposal.Regardless of any emissions, W o 1. CONTRACTOR SHALL REMOVE AND LAWFULLY DISPOSE OF TOP inconsistencies or lack of detail,construction is required to be in 2f V= sdee[ or SLAB OR DOME COVERS OF EXISTING SANITARY STRUCTURES. accordance with the attached permit conditions and applicableF� 092523 �� 2 22 - 2. CONTRACTOR SHALL PUMP ALL SANITARY STRUCTURES DRY, standards,unless specie Cally waived by the Department.This approval p fESS� ,mW, O\ PwcC P�,t N BACKFILL WITH CLEAN SAND AND GRAVEL, AND PROPERLY expires 3 years from the approval date,unless extended or renewed. w u,awdod�d area�io�a�addmo� �E COMPACT BACKFILL MATERIAL. 12113/23 Gti tetded,�,gD ,d ddo��t, AVG1803_ +4avltl'N'S-.11211 Approval Date Orme Newrock Sm Edi t�. _ B-1 B-2 B-3 B-4 (EL.26.0'*)GROUND SURFACE (EL.28.0'±)GROUND SURFACE (EL.28.01±)GROUND SURFACE (EL.30.(Y±)GROUND SURFACE 1 DARK BRN. 1 DARK BRN. 1 ------- LOAM ARK BRN. 1 DARK BRN. 1 ORGANIC LOAM 1 ORGANIC LOAM 1 ORGANIC LOAM 1 ORGANIC LOAM 1 215^ OL 6 1 115" OL 6 1 1 16" oL 6 1B 1 17" OL 6 2 DARK BRN.-BRN. 1 1 BRN.SANDY SILT BRN.SANDY SILT DARK BRN.-BRN. B 2 LLT LOAM,TR.SAND B 2 SILT LOAM, B 2 LOAM,TR.GRAVEL, 2 LOAM,TR.ROOTS 1 ROOTS 2 TR.SAND,ROOTS 9 ROOTS 4 BRN. 8 OL 8 (OL)(8) OL 8 BRN.SAND, BRN. SILT 2 4 4 TR.GRAVEL,SILT 2 216" 2 17" 2 1$"LIGHT BRN.SAND. 2 16" 6 LOAM,TR.ROOTS 3 TR.GRAVEL,SILT SP 8 B$ OL 8 B 2 SAND,TR.GRAVEL,o 5 (SP)(3b) 7 LITTLE SILT $ 4 (SP-SM)(6) 5 5 - C PWG 5 3 818^ - 5 3 518"SAND,TR.GRAV OE•• 5 3 619" ••• 5 3 5 18"SAND. BRN.-ORANGE••. CLIENT DRIVEN SOLUTIONS 8 LIGHT BRN.SAND, 7 SILT 5 LIGHT BRN.-ORANGE••• SAND,TR.GRAVEL, TR.GRAVEL,SILT . 8. SP 3b B SAND,TR.GRAVEL,• 5 SILT P.W.GROSSER CONSULTING ENGINEER (SP)(3b) AND HYDROGEOLOGIST,P.C. (SP)(3b) $ TAN-LIGHT BRN. 6 (SP)(3b) 5 630 Johnson Avenue.•Suite 7 . 41 7 19' ORANGE SAND, 4 18" 4 17' 9 TR.GRAVEL,SILT g 5 7 (SP)(3b) 6 g Bohemia.NY.11716-2618 Phone:(631)589E353.Fax:(631)589-8705 6 6 LIGHT BRN.SAND, 5 6 LIGHT BRN.SAND, 5 4 LIGHT BRN.SAND, E-m a i l:INFO@ P W G ROS S E R.C O M 5 16"TR.GRAVEL,SILT 5 19"TR.GRAVEL,SILT 5 18"TR.GRAVEL,SILT 10 10 7/16 (SP)(3b) -t0 5 7 (SP)(3b) 1p 6 (SP)(3b) CONSULTANTS $ 6 4 5 4 76 18 6 6719" 6 5418" 6 64 19n $ 9 5 6 • ••• ••• a l l l , A 1 • • • • 1 TAN-LIGHT BRN. • • • • -_..._..- _--._--. -. --. 15 SAND,TR.GRAVEL, 15 - 15 TAN-LIGHT BRN 15 Suffolk County Department of Health Services 4 SILT 6 SAND, rJ _ Approval for Construction-Other Than Single Family (3P)(3b) TR.GRAVEL,SILT -7I. - 5 6 20' 7 718" 7 6 1g" (SP)(3b) 7 5 19' TAN-LIGHT BRN. L.:ansm:.;..{:.I Reference No. C-22-0081 Design Flow 11,420 GPD $ TAN-LIGHT BRN. 6 SAND, 2 8 SAND, 6 ^ Hotel&Restaurant TR GRAVEL.SILT TEL GRAVEL,SILT -..milr4 Use(s) (SP)(3b) (SP)(3b) na m Lp66161A� rrsz i a'"," These plans have been reviewed for general conformance with Suffolk Count)'Department of Health Services standards,relating to water supply and sewage disposal.Regardless of any.missions, f inconsistencies or lack of detail,construction is required to be in •- -"^" ,,,���---aaa _ accordance with the attached permit conditions and applicable 20 20 20 20 �} B-6D standards,unless specifically waived by the Department.This approval 7 6 5 expires 3 years from the approval date,unless extended or renewed. 6 88 1g 66719" 8 5 18" 6 8618" a Yy 12/13/23 • • • t ``� ' Approval Date_ 9 7 6 8 B-7 nD: �B-4 , ' 7 BRN.SAND, LIGHT BRN.SAND, 25 TR.GRAVEL,SILT 25 25 LITTLE GRAVEL, - 25 =� - - UNIFIED SOIL CLASSIFICATION L8 ()c) 8 TR.SILT 6 j B-5 FM (SP)3b $ (SP)(3b) SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS 818/1 --w 919• 719• 6 7 8 9 7 9$ 9 19"- Irr- I �A - 18 THRU 1d BEDROCK $ ARO=F 294,202$0.f7,,, • v END OF 80RtNG 2T-0"•• 8 END OF BORING 27'-0"•• 8 END OF BORING 27'-0"•• •`• G.W.T. g I - OR 6.75ACRES B-2 loos I• GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES 26'-1" B a.x t1o' POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. LL N SB EC CLASSIFICATION LL SB RE CLASSIFICATION LL S8 RE CLASSIFICATION •••w- '� a l.1 i GP LITTLE OR NO FINES a x DEPARTMENT GM SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE � 30 4eMvM r# GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE REFERENCE NO LIGHT BRN:BRN. 1, 9 000 • B-5 B-6 B-7 '3 SAND,TR.GRAVEL,• i • SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES 0 0 4 SILT •.' - 10 0" (SP)(3b) ••• :; . SP POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES . (EL.30.0'±)GROUND SURFACE (EL.29.0'±)GROUND SURFACE (EL.32.0'±)GROUND SURFACE '•' F - .e, 1 DARK BRN. 1 DARK BRN. DARK BRN 4. _.I- SM SILTY SANDS,SAND-SILT MURURES 0.0 o° 1 ORGANIC LOAM 1 ORGANIC LOAM 1 1 1' 2 1 ' ORGANIC LOAM - ; Sc CLAYEY SANDS,SAND-CLAY MIXTURES o o° SCDHS: C-22-0081 1 16' OL 8 1 14" OL 6 1 OL B i s SILT LOAM, 2 2 BRN.-LIGHT BRN. 2 15"BRN:LIGHT BRN j + -' SANDY SILT LOAM, B 1 • ML INORGANIC SILTS VERY FINE SANDS CLAYEY SILTS,SLIGHT PLASTICITY 3 TR.SAND,ROOTS SILT LOAM, 2 1�.�-,'--.:-- wort x 1 2 TR.SAND TR.ROOTS N CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS , I _ BRN.SAND 3 (OL)'6) • 3 ()() 5 OL 6 •'• � " • SANDY CLAYS,SILTY CLAYS OL 6 2 15 2 17° 6 i N OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I I I 8 REVISED PER SCDHS COMMENTS 11/22/2023 5 4 BRN:LIGHT BRN. 2 16" REVISED PER CLIENT 10/24/2023 SAND,TR.GRAVEL, 9 A •„, ' INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR 7 6 d a MH SILTY SOILS,ELASTIC SILTS 6 REVISED PER CLIENT 09/01/2023 SILT 11 5 LITTLE GRAVEL, R ;, .' 5 REVISED PER SCDHS COMMENTS 5 TR SILT -1` 07/26/2023 5 7 LIGHT BRN.-ORANGE••• 5 (SP)(3b) ••• 7 LIGHT BRN.SAND,••• 11 19" •• "1 T CH INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 8 SAND,TR.GRAVEL,. • 3 6 181, • • 5 7 • (SP)(3b) ••• n - ?; �, 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 1 g TR.GRAVEL,SILT • 5 S. ,-ri -.r, g SILT $ 3 8 18" (SP)(3b) m OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 3 REVISED PER SCDHS COMMENTS 06/05/2023 •' 4 7 8 "LIGHT BTR.GRAVELS•• 9 ••• s1.. ALLOWABLE SOIL BEARING PRESSURES,N.Y.C. CODE TABLE 1804.1 N meet REVISED,pi PER SCDHS COMMENTS Re (SP)(3b) •^• •• Y-- REVISED PER SCDHS COMMENTS 03/21/2023 11/17/2022 Dere 7 20 SILT MAIN ROAD MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE 8 (SP)(3b) o Y'YS AOUTF 15 (Notes 1 aM 3) FOUNDATION PRESSURE FOUNDATION PRESSURE BAC/LT CLASS OF MATERIALS Des gnea sy Dem­ored 1 40 TOPOGRAPHICAL *SURVEY Rs0 tkPa) w,,,,By Daze c,earad 7 BEDROCK(NOTES 2-7)* 5 , aI" 1a HARD SOUND ROCK,GNEISS,DIABASE,SCHIST GO 5,746 1 T 11/11/2022 6 1g^ SOUTHOLD 1b MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 App,orea By Scale wM aFSWAPota AaWLr raUM✓,N.Y. 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 6 12 5 20" J�L D su e:INO BAG AS NOTED 10 10 70 _ s zx ko.rano-s3 ries. 1tl SOFT ROCK WEATHERED ROCK 8 768 7 -°5, f 4P alY>,]Ute nienr: 6 :•: 5 •'• 6 '•' wnt, 23ADENSE YE end GRAVEL IGW,G NOTES30.3.a tl9)* �87 za DENSE 0 950 THE ENCLAVES 4 8 2U 6 6, 2b MEDIUM 6 575 7 6 16" 16" a.cRANU AR solLs(GcGMswsPBMa scX 4oTEs4sBaBtl 9)* 56655 ROUTE 25 3.DENSE 7 4 3b MEDIUM si SOUTHOLD,NY 11971 4.CLOYS(SC.CL,&CHxNOTES 4,3.B,•r1tl 9)* Prolecr: HARD 3 479 THE ENCLAVES BRN.sawo, BORING LOCATION PLAN 4b STIFF 3 zeT TR.GRAVEL,SILT 4c MEDIUM 2 192 (SP)(3b) SCALE:NTS 5.SILTS&SILTY SOILSt&�n4 MN)(NDTE80.&e 9)* DENSE 13 519" 5b MEDIUM 1'S 44 PROPOSED SEWAGE 5 15 6 S.ORGANIC SILTS,ORGANIC CLAYS,PEAT3,SOFT CLAYS, NOTE: 16 6 THE HIGHEST EXPECTED AND HIGHEST RECORDED SEE 1804.2.1* SEE 1804.2.1 LOOSE GRANULAR SOILS eM VARVED SILTB 5 CJ GROUNDWATER IS4.0±PERUSGSWATERVIEWER. 7.CONTROLLED-UNCONTROUED FILLS SEE1804.210R1894.2.3* SEE 1331.220R1894.2.3* TREATMENT PLANT 5 7 6 20 TAN{IGH7 BRN. 7 6 181,TAN{IGHT BRN. 5 5 1 B" - - *REFER TO SECTION 18D4.20R NOTES FOLLOWING TABLE 1804.11N N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION SAND, 6 - COMPACTION RELATED TO SPOON BLOWSIFOOT Proiecr Atltlrass: 8SP) 8 SAND, SAND, STANDARD PENETRATION TEST-ASTM D 1586 TR.GRAVEL,SILT 7 (RAVEL) TR.GRAVEL,SILT TEL GRAVEL,SILT t e&xoas4r TIIwL1O eaFr N t3^sPoorv.NmS e�R.ALLYULI 56655 ROUTE 25 (SP)(3b) (SP)(3b) LBsa KEDNM ,aTO3o MEMUM Rz N SOUTHOLD,TOWN OF SOUTHOLD PER s CeT(N1�&�) SUFFOLK COUNTY,NEW YORK - 76tTHAN a, aTIFF cIi 6NCREMEM !W20- NOTES ROTARY 20 `�1Foo oR" ML 1000-G3-3-15 o g• smNO as x Na N Ncn carve oTeoiRo"m NosuR a�,1 ryare"ce N,mee,65 1.SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. YEO?"^ - woe FwERooT "sola covERNERCN 6 - END OF BORING 52'-0"• FKL NCHEs - rte Nr ommNa: 6 7 20" g 5 1g So•al3c"ww3owLMac M,Ir Oo ORD�.oYssa,wR3xaoxxOMa WORNSO MMIse-I wPsx3owLB 6 6 7 20 W 2.SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. UMES rOos oRANYco,�ONO,DALwuAo6,,a�INNfnTOTxsawoM+rOF,,,e�.aP,m,,wa RFnoar.T„s RErENnoa W BFpe"T WLLax61"NEAx nccEvrux.E oi1H13LwInTIro10FLwalulY.sTwa6 uN4eG®TAelE.lxEcuart LL SB RE CLASSIFICATION BORING 8 7$ 3.GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. NBar.NIcs OBM.INc corms.,N'maTlNcaYcsRRnm^r^IL,'""re"se.>=.NosvaYRaMTHa DATe°FR�BPr.lHe ree awRceo Rr13 aA3EB Ox TMa�waMlpJN°FLIA&Im`wNlcx ISTxE E9SRucECF7waAGREEM@R.RTf£CU847 WNYTSAxN:xER W LLMG C°BP�W ILL NESOMTE ONE,BABEO BPON A HIGHFA FEE BEING CHARGE°FOR T£PTAITKK!- 4.SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. M OT �s°""E`lu"O'IL°LI�U �Do" 5.SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. DATA ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 25 8 6.SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET - 6 PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 6 720 9 6 20" 7 7 7 7 8 On SOIL MECHANICS DRILLING CORP. orawmg NNmber s 8 8 subsoil investigations �rLOF NE{y y END OF BORING 27'-0" END OF BORING27'-V' • END OF BORING 2T-0"•• 3770 MERRICK ROAD•SEAFORD,NEW YORK 11783"516221-2333 '`Q' NpREW �� SUBSURFACE INVESTIGATION `�?a �9 li SIB CLASSIFICATION uW SB CLASSIFICATION w vO Q � 14 N SB CC LASS IFIC ATION PROPOSED 2 STORY HOTEL Tk ROUTE 25 v SOUTHOLD, YORK n W o VERTM.AL BORING SCAI£ DRAWINGDATE: ORAWiNO NUMBER = SM1eer of 12'=1'-0"UNLESS NOTED OTHERWISE DECEMBER 27,2016 16L805.7 Lr(r' 092523 ��� 3 22 DATES OF BIXtINGS: DRAWN BY:CHECI�D BY: ED REvSGATE: Q sr Z:16LDWGS 16L805.7 - DECEMBER 19,20111 NAR cv SHEET 1 OF 1 p FESSIO�. PWGC P,a tNumber'. U,uft,IxetlUre,arlona dditl AVG1803 E ro th,,d-,ga,Namtl tlocu t, _ - avl iEdak Saf6e120.9 ottis New YorkS­Etlurerion raw PROP.4'DIA. MANHOLE (MH-1) ui- PROPOSED100% PROP.SDIA. PROFILE A-A ZMERLY OF 0 T_ TOWN HARBOR LEACHING POOL MANHOLE STA.6161.25 GIONE d LANE (MH-2) EXPANSION AREA RI 0-63-03-17.3 PROPOSED-, W Do i�__I? PROPOSE LAND NOW OR FORMERLY OF PROPOSED 2'DIA. PROFILE A INV.24.60(SE) F PUBUCWATER) ROP. IC LIN �2 FORCE MAIN VALERIE M.SCOPAZ DOWNSTREAM STA.7+07.08 INV.24.50(W) LAND NOW OR FORMERLY OF CLEANOUT S.C.T.M.NO.1000-63-03-16 RIM.31.25 lr-PRO�OSED VINCENT DOLOMITE&ILEANA DOLOMITE t PROPOSE RO P UNCTION BOX& 0 T�l MONITORING WELL _LEC 0 z (IMPROVED,CONNECTED TO PUBLIC WAT OL PROPOSED 10'DIA INV.24.31(E) TRIC LINE S.C.T.M.NO.1000-63-03-17.4 US UTILITY ER) N PANEL W/ :D INV.21.24(S) 9 TRANSFORMER C BY ITEFF.DEPTH' ROPOSED (IMPROVED,CONNECTED TO PUBLIC WATER) 7 PROP.SECURII ALARM DIALER PWG INV.21.14(W) LEACHING POOL TELECOMMUNICATION FENCE AND 11111ING 111011 CLIENT DRIVEN SOLUTIONS uO 11EI TO IF IIII III LINE BOLLARD (TYP OF 6) INCORPORATED INTO NIAIN SANITARY P.W.GROSSER CONSULTING ENGINEER APPR.GROUNDWATER 413LF-8" PRoPOSED 27 STRJCTJRE T� CART PATH 2s 310.00, 1 IA.DR-18 �SXYISST M TO BE AND HYDROGEOLOGIST,P.C. A FLOW DIRECTION 21 2. S07"4'40"E ABANDONED AND PROPOSED 2'DIA 044% IIS07'38'10"E 622.78' 28 12 3 -31DUMM REMOVED 630 Johnson Avenue..Suite 7 UPSTREAM ROPOSED Bohemia.NY.11716-2618 FORCENIA1 Phone:(631)589-6353.Fax:(631)589-8705 MONITORING WELL _____PPUMP STATION PROPOSEDST 25' 0 _T, REPT E-mail:INFO@PWGROSSER.00M ROPOSED HOUSE CONTROL Ej R, CONSULTANTS BUILDING __1 L 0 CLEANOUT PROPOSED 5 E INV.20.00' EFFLUENT FLOW 50' ROP.I O'DIA.BY 5'LIQUID o ROPOSED HOUSE METER P CTURE TOR IIAIN T __-----DEPTH GREASE TRAP PRO ODE-ENT RM. PROPOSED RESTA CONNECTION Vill 1.2 LF-6"DIA 41 -1.tl,z W/BASENIENT CLEANOUT PROPOSED DR-18 2.45% (GT-2) -------- I SEATS n 25 SEWAGE RIM 30.20 --- INV.22.50' 6"DIA.DR-18 @ 2.00% TREATMENT INV.27.30(S) PROPOSED10' PLANT AND 100% NV.27.50 INV.26.80(N) ------- j z`J E, L, DIA.BY 5'LIQUID EXPANSION AREA I - z z DEPTH GREASE FP FP Al < < ROP. U. TRAP PROPOSED 1"DIA. COPPER(TYPE K) LEANOUT PROPOSED HOTEL 44 HOTEL INITS -PROPOSED 12.8LF- 0 0 2"COPPER WATER SERVICE DIA.DR-168" 29 28 27 PROPOSED 0.44% - w�i�SF P- =. -(TYPE K)WATER Do u) MECHANICAL 187.7 LF- FF EL 32.0' 6) LLI < LINE IA.DR-18@2-.00% Eu SCREEN ROPOSE INV GAS LINE 25.00 1 /22h" PROPOSE Is CONSTANT 7_" 10, HEAD BOX DIA.DR-18 ICT-E I PROPOSED (d),0.45% 4.911-F-15" F= EQUALIZATION A.DR-18 PUMP STATION a I O-VE 178,0' 11 PROP.4'DIA. rNV.27.00 i.E MANHOLE `7 4.9 LF 6" (MH-4) 0 Or T, PROFILE A-A IA.D TI 51a FF EL 32.P 1 1 r "_- CP STA.7+40.06 or LAND NOW OR FO VERILY OF 9 2 P - EU N TOMASIC&MIR LLA TOMASIC INV.20.93(S) C.T.M. NO.100 63-03-14 ROPOSED 4" RIM.31.43 �j OOL 4.9 U`6" 27.0 IQ " PROPOSEn ER) DIA.DR-18 PVC INV.20.83(W) A.DR-18 0 TANDPIPE (INIPROV D,CONNECTED TO BLIC WAT ATER SERVICE T I 0 49 -6" ------------ 0 LOCUSTLANE LIRR ........ P OPERTY 4% CROSSPIIED-L-1 LINE FP­1 FF DEPARTMENT I k k ROPOSED 8" ROPOSED ELECTRICAL LINE DIA.DR-18PVC LANDN WORFORMERLYOF REFERENCE NO. (TYP FOR ALL COTTAGES) FIRE MAIN NET L.RYAN S.C.T.M. NO.1000-63-03-13 PROPOqED9"COPPER C7 32 (TYPE K)WATER LINE (IMPROVED,CON ECTEDTO PUBLIC WATER) 34 (TYP FOR ALL COTTAGES) ---------- ROPOSED SEWER HOUSE GRABB PPNERS R:27 SCDHS: C-22-0081 CONNECTION W1 CLEANOUT ---------- PROP.5'DIA. (TYP.) MANHOLE ROP.8'DIA.BY 5' 8 REVISED PER SCOTS COMMENTS 11/22/2023 3 LIQUID DEPTH GREASE (MH-3) N05'50"W 111,57' TRAP PROFILE A-A 25 (GT-1) 7 REVISED PER CLIENT 10/24/2023 STA.7+24.88 RIM 26.50 6 REVISED PER CLIENT 09/0112023 PROFILE B-B 5 REVISED PER SCOTS COMMENTS 07/2612023 STA PROP.4'DIA. INV.19.10(S) 4 REVISED PER SCOTS COMMENTS 06/3012023 '1+33.12 ROP.E-ONE INV.18.60(NE) 3 REVISED PER SCOTS COMMENTS 06/0512023 IRIM.31.39 MANHOLE LAND NOW OR FORMERLY OF TRIPLEX PUMP 2 REVISED PER SCOTS COMMENTS 03/2112023 NV.21.08(E) (MH-5) STATION 1 REVISED PER SCOTS COMMENTS 11/17/2022 NV.24.24(W) PROFILE B-B CHARLES W.WITZKE 32 (PS-1) N,-, R--e-,pt- INV.20.98(N) STA.0+00.00 S.C.T.M. NO.1000-63-03-28.1 PROFILE A-A RIM.32.10 INKI W (IMPROVED,CONNECTED TO PUBLIC WATER) STA.0+00.00 1 TO, -.1- INV.25.30(E) 51.34' RIM 26.00 L-,By 13AGIL I. LAND NOW OR FORMERLY OF INV.18.46(SW) LT 11/11/2022 FILLIES REALTY HOLDING ULC INV.18.46(S) App-d By BAG �I' ASNOTED Sanitary Calculations OVERALL SITE PL4N S.C.T.M. NO.1000-63-03-12 INV.19.60(NE) CI SCALE:1 40' THE ENCLAVES 0 40 80 56655 ROUTE 25 ALLOWABLE SANITARY DENSITY FLOW GREASE TRAP(GS-1)DESIGN SOUTHOLD,NY 11971 P""t. 6.75 ACRES X 600 GPDIACRE=4,050 GPD REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD THE ENCLAVES PROPOSED SANITARY DENSITY FLOW PROVIDED: (1�B'DIA.X 5'LIQUID DEPTH GREASE TRAP(1,500 GAL) COORDINATE SYSTEMS: 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD GREASE TRAP(GS-2)DESIGN PROPOSED SEWAGE 6 BAR SEATS X 10 GPD/SEAT =60 GPD 1. HORIZONTAL COORDINATE SYSTEM:NAD 1983,STATE PLANE NEW TREATMENTPLANT 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GOD REQUIRED: 2,010 GPD X 1 DAY=2,010 GOD YORK,LONG ISLAND ZONE,US SURVEY FEET. (INCLUDES 4 COTTAGES) SEWER/UTILITY CROSSING TABLE 2. VERTICAL DATUM:NORTH AMERICAVERTICAL DATUM(NAVD)1988. 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD PROVIDED: (1)10'DIA.X FLIQUID DEPTH GREASE TRAP(2,500 GAL) 0 P"'.-­ TOTAL SANITARY FLOW =7,900 GPD SEWERI P IPESIZE(IN)WAT TOP OF BOTTOM OF TOPOF BOTTOM OF TOP OF BOTTOM OF NOTE: 56655 ROUTE 25 STP DESIGN FLOW NO. ERI ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION SEPARAT10N NOTE ENTIRE STP SITE(DRIVEWAY&PARKING AREA)TO BE ASPHALT PAVED: SOUTHOLD,TOWN OF SOUTHOLD NOTE:THERE ARE 88 SEATS RESTAURANT IN HOTEL FOR GUESTS USE ONLY, FORCE STORM (SIEWERIFORCE[SEWER/FORCIE (FT) THEREFORE NO ADDITIONAL FLOW PRODUCED. PROPOSED RESTAURANT DESIGN FLOW MAIN FIRE MAIN (WATER) (WATER) (STORM) (STORM) MAIN) MAIN) 2"TOP COURSE,SPECIFICATION SECTION 403-HOT MIX ASPHALT(HMA) SUFFOLK COUNTY,NEWYORK 1 1.25 - 8 22.62 2187 - - 2423 24.12 1.50 FIRE MAIN OVER FORCE MA IN PAVEMENTS FOR MUNICIPALITIES(LATEST SPEC CAN BE OBTAINED FROM D-H,1,H.,I 1�,1000-63-3-15 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) 74 SEATS X 30 GPD/SEAT=2,220 GPD 2 1�25 15 - - 29.36 27.90 24.33 24.22 3.57 STORM OVER FORCE MAIN SCDPW LABORATORY DIVISION),2 12"B INDER COURSE NYSDOT TYPE 3,6" R�gd�h,�R�f­­N,-, HAS BEEN PROVIDED. 6 BAR SEATS X 15 GPD/SEAT=90 GPD 3 - 15 8 22.62 21.87 29.28 27.82 - 5.20 STORM OVER FIRE MAIN BASE NYSDOT ITEM 304.1019917-RCA,COMPACTED SUB-GRADE. T,I PROPOSED GREASE TRAP SIZING 4 - 15 8 22.62 2187 29.35 1 27.89 - - &27 TORM OVER FIRE MAIN PROPOSED 44 UNIT HOTEL 5 6 15 29.78 28.32 1 2682 26.24 1�50 STORMOVERSIBAER PROPOSED 74 SEATS RESTAURANT 6 6 15 29.89 28.43 1 26.83 26.25 1.60 STOFIMOVERSIEWER NOTE: OVERALL KITCHEN FLOW=20 GPDISEAT X 74 SEATS=1,480 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD 7 8 - 1 22.90 22.81 - 1 24.98 24.40 1.50 SENVER OVER WATER SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN 8 1 6 1 15 - - 30.27 28.81 2238 21.80 6.43 STORMOVERSEAER PROPOSED 88 SEATS FOR HOTEL RESTAURANT BOULEVARD,SMITHTOWN,NY DATED JULY 6,2015. SITE PROPOSED 6 BAR SEATS RESTAURANT KITCHEN FLOW=5 GPD/SEAT X 6 SEATS=30 GPD 20 GPD/SEAT X 88 SEATS=1,760 GPD PLAN PROPOSED EVENT SPACE DESIGN FLOW PROPOSED 100 SEATS EVENT SPACE Suffolk County Depai thrent,of Health Services 100 SEATS X 7.5 GPD/SEAT=750 GPD GENERAL NOTES KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS 250 GPD 1. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WTH ALL Apprcv,al for Corist-too-Other Than S gl,Family SCDHS REQUIREMENTS ,,o NEW�, REQUIRED STP DESIGN FLOW:2,220 GPD+90 GPD+6,600 GPD+1,760 GPD+750 GPD 11,420 GPD 2. ALL ELEVATIONSARE IN NI fie-ce No. C-22-0081 D,,,g.Flo,--Ll�420GPD PROPOSED 88 SEATS FOR HOTEL RESTAURANT 3. NO PROPOSED STORM DRAINS"ITHIN 20'OF THE PROPOSED SANITARY "D REW 0, SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. Be(,) Hotel&Restaurant o KITCHEN FLOW=20 GPD/SEAT X 88 SEATS=1,760 GPD LEACHING POOL DESIGN 4. NO PRIVATE WELLS WITHIN 150 FT OF LEACHING POOLS AND NO PUBLIC These plans haw been reviewed for general conformance with Suffolk WELLS WITHIN 200 FT OF LEACHING POOLS. County Department of Health Ser-ces Standards,relating to water ci� TOTAL KITCHEN FLOW:1,480 GPD+30 GPD+250 GPD+1,760 GPD 3,520 GPD REQUIRED: 11,420 GOD 5 GPD/SF 2,284 SF Supply and sewage disposal.Regardless of any emissions, 5 inconsistencies or lack of detail,construction is required to be in Sh,,[ d PROVIDED: NEW LEACHING POOLS accordance with the attached permit conditions and applicable 092523 4 22 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) standards,unless specitically waived by the Department.This approval SS1 PWGC PI,,,t LHTW, 2,284 SF/31.4 SF/LF=72.73 LF expires 3 years from the approval date,unless extended or renmed. FIVE(6)OF 10'DIA.BY 13'EFF.DEPTH LEACHING POOLS L­ft,��d�­­­dat­ 12/13/23 L,th,,d-I-a-P,,­M, AVG1803 78 VLF PROVIDED; Approval Date _J-­.,7209 d th,Ne,Y�T S-Ed- steockade fe0-0 I------------ 31 X x I / O 1 __�x PWGC x x x O CLIENT DRIVEN SOLUTIONS O x 1 00 LP-1 ^� O P.W.GROSSER CONSULTING ENGINEER 1 QQ FpQ,-FP-FP -FP P� ,P AND HYDROGEOLOGIST,P.C. Q Ca 00 630 B Bohemia. Avenue. 7 117162618 I Q ��n^ / Phone:(631)589-6353.Fax:(631)589-8705 V% x O E-mail:INFO@PWGROSSER.COM co U Go ti�JG LP-2 11 o d Q O O / CONSULTANTS 12.3-6"DIA.DR-18 `\ x PVC @ 2.44% 1 PROP.ODOR CONTROL 1 O 1 TREATMENT EQUIPMENT 1 DLP-1 LP-3 LP-4 PROP. O GENERATOR 1 (Q O PROP 47.5'-6"DIA.SDR-35,1,/ 33 - 1 HOSE BIB PVC @ 14.0% O c OR, INV. Opp.. ° x i 28.801 5.0'-6"DIA.DR-18 Q PVC @ 1.00% INV. DLP-2 + x �_-_-,-_- 10 28 90 8.0'-6"DIA.DR-18 INV. PVC @ 3.13% PROP.PARSHALL Q 28.95 =°'P� %)U�NG FLUME p -^' INV. INV.29.20 1 27.00 - V. 2"STAINLESS STEEL INV. N.P.T.AIR INLET FROM 31.91 1 INV. • y� �v 31.16 PROP.DOUBLE GATES SECURED REMOTE S.H.T.BELOW INV. I C INV.31.50 1,( 29.50 �" BY CHAIN AND PAD LOCK 6"DIA.SCH.10 WEIR • 16"DIA.SCH.10 TANK,1 OUTLET PIPE @ 1%MIN. P INLET PIPE 1p11 • (TYP.OF 2) 1 6"DIA.PVC SCH 40 PVC I DEPARTMENT INV.33.30,VERTICAL 1 ODOR CONTROL PIPING DEPARTMENT i l�1 1\1 P; INV. �'� DROP INV.31.55 @ 2%MIN. (TYP') o REFERENCE NO. 2//2'STAINLESS STEEL 31.16 • 1(TYP.OF 2) N.P.T.AIR INLET FROM INV. _ REMOTE BLOWER INV.29.50 31.75 • INV.35.26 INV.31.50 ; oe m a INV.35.91 I SCDHS: 0-22-0081 PROP.HEAT TRACE TAPE was FOR BOTH INFLUENT AND ` INV.33.30,VERTICAL EFFLUENT PIPES 1 DROP INV.25.35 INV.20.83 8 REVISED PER SCDHS COMMENTS 11/22/2023 PROP.CONSTANT HEAD/ INV.35.97 0 s Q 7 REVISED PER CLIENT 10/24/2023 x 7.8'-6"DIA.DR-18 �= 6 REVISED PER CLIENT 09/01/2023 SPLITTER BOX-ITEM 6 • PVC PIPE @ 2.56% + DR'18- 5 REVISED PER SCDHS COMMENTS 07/26/2023 SEE DETAIL SHEET M-6 s 1 -- 78 A'-8"DIA. ° l 4 REVISED PER SCDHS COMMENTS 06/30/2023 /) 1.95% 3 REVISED PER SCDHS COMMENTS 06/05/2023 PROP.MECHANICAL 1 I PVC @ 2 REVISED PER SCDHS COMMENTS 03/21/2023 INV.30.40 + i 1 REVISED PER SCDHS COMMENTS 11/17/2022 SCREEN-ITEM 4S SEE �.� _ / Numb„ R,��,m�i,pr,� DETAIL SHEET M-6 INV.20.34 STUB s oe e,ea sv oms-o- INV.HEAT TRACE TAPE 1 \ INV.19.30 INV.19.51 SEWER I BAC/LT FOR BOTH INFLUENT AND 1 • D,,,,By L1 oaz c,d 11/11/2022 EFFLUENT PIPES 54.1'-2"DIA.SCH.80 App-d By BAC Scale AS NOTED S.S.SUPERNATE INV.25.15 + I nem: FORCEMAIN INV.27.00 THE ENCLAVES ROUTE 25 4"DIA.HDPE DR-11 INV.25.15 x --- SOUTHOLD,NY 11971 FORCE MAIN x I P,xt. (TYP.OF 2) 1 x REQUIREMENT APPLICABLE TO LEACHING POOL DESIGN AND THE ENCLAVES X INSTALLATION: PROP.6'HIGH x PROP.DOWN BLAST VENTILATOR-- CHAIN LINK FENCE I a. WHEN MORE THAN ONE LEACHING POOL IS USED,ALL POOLS SHALL BE THE SAME SIZE PROPOSED SEWAGE ITEM 2S,SHEET M-5 AND DEPTH. PROP.PUMP LIFT STAINLESS b. WHEN A DISTRIBUTION POOL IS USED,ALL OUTLET PIPES SHALL BE SET AT THE SAME PROP.10'DIA.PUMP l ELEVATION AND BE AT LEAST THREE INCHES BELOW THE INLET PIPE.ALL OUTLETS TREATMENT PLANT 1 STATION-ITEM IS -HOIST-ITEM 3S I SHALL BE PROVIDED WITH AN 18-INCH DROP TEE. SEE DETAIL SHEET M-6 P`°6-- RIM 33.00 c. ALL SEWER PIPES SHALL PENETRATE THE VERTICAL SIDEWALL OF THE LEACHING POOL 56655 ROUTE 25 AND SHALL BE SEALED WITH GROUT.THREE SHALL BE NO PENETRATIONS WITHIN SOUTHOLD,TOWN OF SOUTHOLD DOMES SUFFOLK COUNTY,NEW YORK PARTIALSITE PLAN 1 LEACHING POOLS SHALL BE INSTALLED IN CLEAN SAND(DEFINED AS SP OR SW BY t ' Velocity ASTM STANDARDS). c,un,y1111z1 Numb,,:1000-63-3-1$ c,nnan Number: SCALE:1"=10' LEACHING POOL TABLE e. UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH CLEAN SAND FOR A 0 10 20 culations DIAMETER SIX FEET GREATER THAN THE LEACHING POOL(THREE FOOT COLLAR) rt,of omm�a: RIM INVERT ELEVATION INVERT ELEVATION EFFECTIVE BOTTOM ELEVATION EXTENDED DOWN UNTIL A HYDRAULIC CONNECTION IS ESTABLISHED WITH A MINIMUM Odor Control Calculations FAN DUCT NAME (FT) IN(FT) OUT(FT) DEPTH(FT) (FT) SIX FOOT STRATUM OF ACCEPTABLE MATERIAL. DLP-1 31.90 28.25 INN) 28.00(SE),28.00(SE) 13.00 15.00 f. THE BOTTOM AND SIDEWALL AREA OF THE LEACHING POOLS SHALL BE FREE OF PARTIAL AIR FLOW RATE = 335.37 CFM DLP-2 31.90 28.25(N) 28.00(S),28.00(SE) 13.00 15.00 DEBRIS BEFORE BACKFILLING. LP-1 31.50 27.70(NW) - 13.00 14.70 IN CASE WHERE CLEAN SAND CANNOT BE ENCOUNTERED,CONSULT THE DEPARTMENT SITE - APPR.PIPE LENGTH = 13.7 FT LP-2 31.50 27.70(hNV) - 13.00 14.70 9 FOR ALTERNATIVE DESIGN REQUIREMENTS. U THE PROPOSED VENTILATION SYSTEM WILL UTILIZE MECHANICAL VENTILATION EQUIPMENT TO COLLECT ALL AIR DISCHARGE TWELVE(12)AIR CHANGES PER HOUR WITHIN THE STP.THE PIPE DIAMETER = 8 IN(7.565 IN I.D.) LP-3 31.50 27.70(Nw) 13.00 14.70 PLAN BASIS OF DESIGN FOR THE VENTILATION SYSTEM IS AS FOLLOWS: LP-0 31.40 27.70(N) 13.00 14.70 FRICTION LOSS = 0.266 IN H20/10OFT 1 WET WELL/EQUALIZATION VOLUME: 1,676.83 FT3 3 Suffolk County Department of Health Services SLUDGE HOLDING TANK: 5'X 10'X 9.5'=475 FT AIR VELOCITY = 1,074 FT/MIN Approval for Construction-Other Than Single Family CONSTANT HEAD SPLITTER BOX ABOVE WATER: 2.5'X 4'X 2'=20 FT3 E OF NE{q EXHAUST GOOSENECK Reference No. C-22-0081 Design Flow 11,420 GPD Q� Yo Pump Station Ventilation NOTE: COORDINATE SYSTEMS: - �t ANDREW 9 Q TOTAL VOLUME: 2,171.83 FT tUse(,) Hotel&Restaurant Q. C 01 REQUIRED AIR FLOW RATE = 335.37 CFM ENTIRE STP SITE(DRIVEWAY)TO BE ASPHALT PAVED: These plans have been reviewed far,neral conformance with Suffolk 1. HORIZONTAL COORDINATE SYSTEM:NAD 1983, p s 4C-2a REQUIRED CUBIC FEET OF AIR TO BE TREATED PER HOUR=2,171.83 FTX 12(CHANGES/HR.) STATE PLANE,NEW YORK,LONG ISLAND ZONE, County Department of Health Services standards,relating to water tr 5 m m 3 APPR.PIPE LENGTH = 3.50 FT 2"TOP COURSE,SPECIFICATION SECTION 403-HOT MIX ASPHALT(HMA) w E -26,061.96 FT/HR. supply and sewage disposal.Regardless of any emissions, W -'�_ REQUIRE AIR VOLUME=26,061.96 FT3/HR./60 MIN./HR. =434.37 FT3/MIN. PAVEMENTS FOR MUNICIPALITIES(LATEST SPEC CAN BE OBTAINED FROM US SURVEY FEET. inconsistencies or lack of detail,construction is required to bei 2 = sb„, ,r PIPE DIAMETER = 12IN 11.294IN I.D. 2. VERTICAL DATUM:NORTH AMERICA VERTICAL 9 092523 V VENTILATION eALeularlonls: ( ) SCDPW LABORATORY DIVISION),2y"BINDER COURSE NYSDOT TYPE 3,6" accordance with the attached permit conditions and applicable f� tv� rJ 22 voLUME OF PUMP STATION = 1,676.83 FT3 BASE NYSDOT ITEM 304.1019917-RCA,COMPACTED SUB-GRADE. DATUM(NAVD)1988. p standards,unless specifically waived by the Department.This approval FESSIO awcc a,oiec,Numbe, REQUIRED AIR FLOW CAPACITY= (12 AIR CHANGES/HR)X(1,676.83 FT3) FRICTION LOSS = 0.0356 IN H20110OFT expires 3 years from the approval date,unless extended or renewed. 60 MIN/HR U,uft,Ized fis,n dote, gVG1803 E 335.37 FT3/MIN AIRVELOCITY = 482 FT/MIN 12/13/23 ,,,b,,d-,g,,a dd„�t, _ ,�iaea,�msee,io�nca Approval Date dffii New r„kSm„Ed,t�,. _ 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 7+45.00 40.00 40.00 H-4 7+40 06 IM 31.43 NV.20.93 S) MH NV.20.83 W) PWG STP.7+24.88 CLIENT DRIVEN SOLUTIONS RIM 31.39 P.W.GROSSER CONSULTING ENGINEER INV.21.08(E) AND HYDROGEOLOGIST,P.C. INV.20.98(N) 630 Johnson Avenue..Suite 7 MH Bohemia.NY.11716-2618 Phone:(631)589-6353.Fax:(631)589-8705 . RIM 31.25 _�TE-mail:INFO@PWGROSSER.COM TA.0+00.0 XIST.GR DE CLE NOUT INV.24.31(E) CONSULTANTS IM 26.00 STA. +34.98 INV.21.24 S 30.00 r-I-NV.18.46 S) RIM 28. INV.21.14(W) MH)1 7 ti 3o.oa NV.19.60 NE) ST.6+61.25 z RIM 31.05 O INV.24.60(SE INV.24.50(W) W p o W z z W �o rK �o } z- O z F _ Cf) Ca W R-11 FOR CE MAIN d a IA.HDPE ,a 657.7 T-1.25" DNS °No m oQ j H j@ 20.00 aD 0LL 20.00 M rn fa 2 7 +N �N ~z 1 PVC PIPE @ 0.44% 123 FT-8"DIA.DR-18 11. FT-8"DIA.DR-18 14.00 PV PIPE @ 0.45% 14.00 0+00.00 1+00.00 2+00.00 3+00.00 4+00.00 5+00.00 6+00.00 7+00.00 7+45.00 STATION 0 30 60 0 3 6 PROPOSED PROFILE A-A DEPARTMENT HORIZONTAL SCALE:1"=40' VERTICAL SCALE:1"=4' SCALE:HORIZONTAL V=30' VERTICAL 1"=3' REFERENCE NO. TEST COCK 41 TEST COCK#3 4'3" DRAIN PORT ALONG END(TYP.FOR 2) 0+00.00 1+00.00 1+80.00 3'3" 10"THICK CONCRETE PAD TEST COCK#2 TEST COCK#4 SCDHS: C-22-0081 40.00 40.00 4"D.I.FLANGED 90° FITTING 8"RPZ DEVICE 8 REVISED PER SCDHS COMMENTS 11/22/2023 MAKE:FEBCO LF860 7 REVISED PER CLIENT 10/24/2023 PA 9' W/OS&Y VALVE 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 S A.1+33.12 OS&Y VALVE(TYP.) 4 REVISED PER SCDHS COMMENTS 06/30/2023 MH RI 31.39 30"MIN.CLEAR SPACE WHEN RPZ 3 REVISED PER SCDHS COMMENTS 06/05/2023 IN.21.12 E ENCLOSURE IS OPEN 2 REVISED PER SCDHS COMMENTS 03/21/2023 RIM 32.10 IN.24.24( ) 10' 1 REVISED PER SCDHS COMMENTS 11/17/2022 IN.21.02 N 8"RPZ DEVICE N,­, RE° ix-pi- INV aer s,"oe,e INV.25.30(E) ( g' X MAKE:FEBCO,MODEL:LF860 M oeBy^ea av oem s"emwea LL CHROMOLOX 1,000 WATT,1 BAC/LT EXIST.GRADE o WITH,120 VOLT HEATER THERMOSTAT PIPE STANCHIION 6191, D,,,,By ou 11/11/2022 c,,a L'1' 8"MINI App"a sr BAG aie AS NOTED LU PROTECTIVE ENCLOSURE WITH 3,500 PSI REINFORCED HINGED LID. 30" IN. CONCRETE SLAB WITH 6"x6" THE ENCLAVES z0 = MAKE:HUBBELL(HOT BOX) 10/10 WELLED WIRE MESH � MODEL HB6ET(OR EQUIVALENT) 56655 ROUTE 25 Q 36W X 105L X 64H(HEATED) DRAIN PORT TYP. SOUTHOLD,NY 11971 > 30.00 30.00 ( W WEATHERPROOF 120 VOLT,20 18"MIN. FOR 2) W (� AMP,GFCI DUPLEX RECEPTACLE THE ENCLAVES FOR CONNECTION TO 1,000 18 MIN' 10" 6" WATT HEATER INTERIOR ANCHORS PROPOSED SEWAGE BRACKETS.PROVIDE " X X X X \ CONCRETE ANCHORS AS PER 10' TREATMENT PLANT 18MIN. MANUFACTURER'S RECOMMENDATIONS. P,^6 wa,eee 128. FT-8" .DI DR-18 P C PIP (2)#12 THN COPPER 4'-6" 5 55 ROUTE 5 ONDUCTORS AND MIN. SOUTHOLD,TOWN OF SOUTHOLD To I (1)#12 GROUND IN 3/4"DIA.SCH SUFFOLK COUNTY,NEW YORK 80 PVC CONDUIT. ^"„vTe,MepN"»ee, ""„a N"mee, ELECTRIC FROM SCWA _ TO BUILDING WATER 1000-63-3-15 CONTROL METER 8"DIA.CLASS 52 DISTRIBUTION SYSTEM Re^Be,°Re,e,e"eeN"mee, PANEL PUSH ON PIPING _ rte^f omm"e: FROM NEW SCWA METER 8"D.I.90 BEND(M.J.) 20.00 20.00 0+00.00 1+00.00 1+80.00 NOTES: PROFILES STATION 1. DEVICE MUST BE PROTECTED FROM FREEZING. DOMESTIC-RPZ MODEL LF860 DETAILS _ 2. TEST COCKS MUST HAVE 30"MINIMUM CLEARANCE. NOT TO SCALE AND SITE 3. DRAINAGE TO BE SIZED FOR MAX FLOW. (ROTATED FOR CLARITY) 0 30 60 0 3 6 PROPOSED PROFILE B-B 4. PROPER MAINTENANCE MUST BE PERFORMED. APPROVAL RPZ DETAILS SCDHS BOX HORIZONTAL SCALE:1"=40' VERTICAL SCALE:1"=4' SCALE:HORIZONTAL V=310' 5. DEVICES MUST BE FROM N.Y.S.APPROVED LIST. Suffoll County Department of Health Services VERTICAL 1"=3' 6. DEVICE MUST BE SUPPORTED TO THE CONCRETE SLAB WITH THREADED RODS AND Approval for Construction-Other Than Single Family oa"mgry"mee, R CLEVIS HANGERS. Reference No. C-22-0081 Design Flow 11.420 GPD �P�F,OF NEW y0 ANDREW 'GIL NOTE: 7. RESILIENT WEDGE OR BALL VALVES TO BE USED. Uses) Hotel&Restaurant4C-3 8. 8. ALL RPZ/DCV ASSEMBLIES(POTABLE AND NON-POTABLE SERVICES)MUST BE LEAD FREE. These plans have been reviewed for general conformance with Suffolk _ County Department of Health Services standards,relating to water ci� m m 1. SEWAGE COLLECTION SYSTEM PROFILE A-A&B-B WILL BE INSTALLED CONTRACTOR SHALL OBTAIN PERMISSION FROM THE ENGINEER AND SCWA PRIOR THE supply and sewage disposal.Regardless of any omissions, W o" inconsistencies or lack of detail,construction is required to be in /. UNDER THE TEMPORARY SANITARY SYSTEM APPLICATION(C-22-0082). USE OF OTHER MODEL NOT STATED ON THE CONSTRUCTION DOCUMENTS. accordance with the attached permit conditions yand applicable �F� 092523 ��V 6 22 - standards,unless specifically waived by the Department.This approval expires 3 years from the approval date,unless extended or renewed. FESSIO PWCC P,ojec,N,,,W,. "e",n",�dA, AVG1803 E 12/13/23 ,oa,ew­,­d "a yee�^ed 7209 e _ sae,m"nca Approval Dale ^r,n�e New ro,k sm,e Ea- LOCKING CAST IRON COVER TO GRADE GRADE TOP,DIAGONAL,AND BOTTOM MANHOLE BOTTOM T08EA FT"DIA D.I.PIPE OR HEAVY DUTY AND CONCRETE fRAILI.11"O.D.PIPE EQUIVALENT,PITCHED LOCKING CASTIRON - 2,5'.NI)X'X. CHIMNEY. 1.66"O.D.BRACE-NIL CHAIN LINK FABRIC MINIMUM OF 12"BELOW BOTTOM COVER TO GRADE .'2'MAX .,'. .� CHAIN LINK FABRIC 2:X6"GA 2X6"GA.TYPE 1 OF INVERT OF DOWNSTREAM PIPE - CLASS"A"CONCRETE FILL 4,000 GRADE 'L, TYPE 1 ALUM.COATEDf.LAIK LATS NYL PRIVACY LUNI.COATED ____ CONCRETE 20+{ H2O LOAD,DOME 14"MIN. VA S PSI TYPE II CEMENT CHIMNEY ) FINISHED CAPPED GR PLUGGED SUFFOLK COUNTY TYPE'F' REVISED 07/17 2.5'�MAX.a ° GRADEADJUSTABLE CASTING TO GRADE 2'MAX full N.4"DIA.D.I.PIPE OR . Y,IFT.EQUIVALENT,PITCHED@ SEE 20 NOTE 1 6 - / -III- MSTALATION OF CASTING 24" H2O LOAD DOME(4"MIN.) �//INGET TD MANHOLE DETAIL 2� PRECAST / !H-ET ❑(](](] ~ CLASS'A' OUTLET \ zo'MAx. CLIENT DRIVEN SOLUTIONS 4000PSI TYPE"F"ADJUSTABLE LOCKING CAST \j� LO®®VflF -R..'./ :. ❑O O �/ - .,. IN I TYPE II CEMENT IRON FRAME&COVER(WATER TIGHT p®® \ - - ❑O O 3 MIN. \ , &INSECTPRooF) poo / P.W.GROSSER CONSULTING ENGINEER PWG p®® ❑ AND HYDROGEOLOGIST,P.C. 6WX6W/6x6 WWF 20'A 3`MIN: pJ TOP&BOTTOM .®__ - 6FT.GAT,6'LAYER OF STONE ` ®®® ROP"TwDo. ! (TYP.OF 2 DOUBLE GATES STANDARD M.FRAME&COVER, \ \ o❑0 SECURED BY CHAIN 630 Johnson AM nUa.•Suite 7 8-(TYP.) 13®® RI B.POOL` MAINTAIN MIN.6-SEPARATION FINISH GRADE TYPE'F'ADJUSTABLE CASTING w p======ED 00 AND PAD LOCK Bohemia.NY.11716-2618 n LO®®®®®®®9 :. \ l 6'MIN.PENETRATION BETWEEN BRICKWORK AND STRUCTURE #4 BARS @ B' .:C3=I==®®I=ED E2 ❑======ED pD INTOAVIRGIN STRATA Phone:(631)589E353.Fax:(631)589-8705 O.c.B a➢rrOM - ®®®®®®®®® - / p======ED p0 OF SAND&GRAVEL E-mail:INFO@PWGROSSER.COM SEE ° .."... 13=®=®®®®® \ PROFILES SEE NOTE 9& �' ®®®®®®®®® \ 10 GATE DETAIL CONSULTANTS 12' �1�� I INSTALATION OF CASTING \ ®®®®_=®®® 3 MIN. 6'DIA.45° REND J-' 3' cuSER 1^2' TO MANHOLE DETAIL / TO'GROUNDWATER BACKFILL WITH SCALE:NOT TO SCALE ('DIA.45 MANUF.IDENTIFCATION S.C.O.P.W.STD,M.H.STEPS 13®®®®®®IQ 9 \\\ �\ CLEAN SAND&GRAVEL CAST IN WALL CSS.OR STEEL REINFORCED / ///// // L COPOLYMER POLYPROPYLENE) 3"NIIN 0 6'MI N.PENETRATION \/�\// // // DOME TOP c CIRCUMFERENTIAL REINFORCEMENT \ INTO A VIRGIN STRATA \\\\\\\\�\\.�\\,�\\.�\\\\/\/ BLACK VINYL PRIVACY SLATS 12'G C. 0.12 So.IN./FT,OF HEIGHT TO GROUNDWATER: OF SAND&GRAVEL TERMINAL POST k4 @EACH CORNER(TVPJ (TYP.) %'SQ.OR 9"0 SELF " ' � � 2.875"O.D PIPE LINE POST 2.875"O.D.PIPE S�ALING HU�YL RUBBER _ NOTES, //// ,� HIGHEST EXPECTED GROUNDWATER ELEVATION 4.53' TOP RAIL THROUGHOUT LINE POST TIE 12"D.C. 6'X6'%6'WYE BRANCH 1.ALL MANHOLES SECTIONS SHALL CONFORM / CONFIRMED PER 1.66"o.D.PIPE (NO.P./0-187 8 GAGE ALUM.(TYP. (NO FABRICATE➢WYE) TO A.S.T.M.C-478,LATEST REVISION STANDARD NOTE'. p SPECIFICATIONS FOR PRECAST REINFORCED RAIL TIE 18"O.C. TENSION BAR 3'MIN. 3'MIN. CONCRETE M.H.SECTIONS. BACKFILL WITH 1.REFER TO THE DESIGN CALCULATIONS FOR THE MININIUM EFFECTIVE DEPTH OF THE LEACHING POOL. TENSION BAND 12"O.C. 1.66"O.D.BRACE RAIL 2.MANHOLE RISER SECTION TO BE FURNISHED CLEAN SAND&GRAVEL THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE IN 1,2,3,OR 4'HEIGHTS AS MANHREQUOLES LEACHING POOL.THE CONTRACTOR SHALL INSTALL ADDITIONAL"DUMMY RINGS"AS REQUIRED TO BRACE BAND LINE POST LOOP TOP 3'-3'MAX. 4' 3.MANUF.TO CERTIFY THAT MANHOLES DELIVERED FLOW_ 6'0 MIN.DR-IB 6'6 MIN.DR-18 FLOW_ (Typ,) MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS, NOTE'. ACHIEVE THE EFFECTIVE DEPTH SPECIFIED. 4.LOADING TO CONFORM T AASHTO H-20 LOADING 1,SUFFOLK COUNTY HEALTH DEPARTMENT MIN.SIDEWALL AREA REQUIRED=300 SF. 3.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO H-20 LOADING. 5' 5.REHAB TO CONFORM TO ASTM A-615-60 Fs=60,000PSI 2.DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO FF20 LOADING. 6.WELDED WIRE MESH TO CONFORM TO A.S.T.M, 3.SEAL UNITS WITH GROUT. LEACHING POOL DETAIL ' AI85 Fs=65,E ME 7.CONCRETE TO HE 4000PSI @ 28 DAYS #4 @ EACH SIDE 8.FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP& -0'BASE Irr BOTTOM STEEL. ECTION PVC JOINTS p]pE 2'PAST A#2 STEEL HOOP AROUND OPENING(TYP. i INSIDE WALL 3/4@ F FLEXIBLE JOINT(TY PJ SCALE:NOT TO SCALE TYPICAL GRAVITY HOUSE •KGB-N-SEAL'FLEXIBLE SLEEVE LEACHING DISTRIBUTION POOL DETAIL CONNECTION IN ROADWAY OR APPROVED EQUAL(TYP.) B' 2'(TYPJ 1Y2' (SEE DETAIL) COVER MONOLITHIC BASE SLAB SCALE:NOT TO SCALE .� 3/8"'s 5 MM DIA. CLEAN-OUT DETAIL REINFORCEMENT k4 BARS r SECTION A-A e'D.c.E.w.TOP TRUSS ROD 2"CLEARANCE 3 0 MIN SEE SCORING DETAIL BOTTOM SELVAGE x NOTE; CAST IRON VALVE BOX >;A: SCALE:NOT TO SCALE 9,(STEP I)-ADJUST TO GRADE W/ALL WEATHER RED CLAY BRICK W/TYPE'M'MORTAR,WHICH WILL &COVER TRUSS ROD TIGHTENER WITH TENSION WIRE BE MADE FROM ONLY TYPE II CEMENT.-MIN.OF 2&MAX.OF 5 COURSES.-MAX.1/2'BED JOINT BETWEEN BRACE BAND 10'-0"MAX. 7 GA.TIE TO POST 12" COURSES.-BRICK TO BE SET IN A RADIAL LAYOUT W/BRICK LAVED IN HEADER POSITION. TYP. NOTE- <STEP 2)-TYPE II CEMENT ENCASEMENT AROUND M.H.CASTING BRICK WORK,FROM MI➢➢LE OF M.H. ----7•p7,��7,o)go)��\\ 2"TOP COURSE.SCDPW 403-HOT MIX ASPHALT POURED CONC. 4' 1.(STEP 1)-ADJUST TO GRADE W/ALL WEATHER R CLAY CASTING TO TOP SLAB OF M.H.'SEE INSTALLATION OF CASTING TO MANHOLE DETAIL' (HMA)PAVEMENTS FOR MUNICIPALITIES 0'-0"MAX. FOOTING(TYP.) BRICK W/TYPE'M'MORTAR,WHICH WILL BE MADE FROM UBLY 2112"BINDER COURSE NYSDOTTYPE3 TYP' TYPE II CEMENT.-MIN.OF 2&MAX.OF 5 COURSES.-MAX.1/2' BED JOINT BETWEEN COURSES.-BRICK TO BE SET IN A RA➢IAL 24"MIN. 4"DIA.PVC BALL VALVE (ASTOEP 2)UT W1 BRICK L PE IT YED IN C MENTHEADER POSITION,ENCASEMEENT AROUND M.H. BURY DEPTH �j��j���j��j����j��j���j��j�� 30410 19917-RGA YSDOT ITEM DISTRIBUTION/SAMPLING MANHOLE DETAIL CHAIN LINK FENCE DETAIL CASTING BRICK WORK,FROM MIDDLE OF M.H.CASTING TO TOP �'/.!T� SLAB OF M.H.'SEE INSTALLATION OF CASTING TO MANHOLE DE 4"DIA SCH.40 PVC AIR PIPE 2, SCALE:NOT TO SCALE (ODOR CONTROL SYSTEM) COMPACTED SUB-GRADE OPENING 6WX6W/6X6 WWF U SCALE:NOT TO SCALE TBP&BOTTOM TYPICAL ASPHALT PAVING DETAIL _ PRECAST DEPARTMENT CLASS"A" (j = 4000PSI SCALE:NOT TO SCALE RL TYPE II CEMENT 1i II-II lid REFERENCE NO ISOLATION VALVE DETAIL u 9" _ #4 REBAR U SHAPE - _ SCALE:NOT TO SCALE 9"INT❑CONCRETE, 48.0" 2 REQUIRED(TYP,) u ) B , _ NEW PVC NEMA 4XJUNCTION BOX I I�I II-II III-II III-_III„r��-� SCDHS: C-22-0081 PRECAST CONCRETE VAULT a' GALV,STEEL ANGLE FRAME - - l .a I' • SECTION ,6 ° (METER MOUNTING FRAME) 8 REVISED PER SCDHS COMMENTS 11/22/2023 A d n a ° a TOP OF VAULT PLAN 7 REVISED PER CLIENT 10/24/2023 UNDISTURBED EARTH ° 0„ d.' °'. - n NEW SONIC LEVEL METER / (TYP.) 6 REVISED PER CLIENT 09/01/2023 °. 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 2.0 a- _ 3 REVISED PER SCDHS COMMENTS 06/05/2023 I- --J PRECAST CONCRETE VAULT 30.0" 2 REVISED PER SCDHS COMMENTS 03/21/2023 j ---- - GRADE " = 1 REVISED PER SCDHS COMMENTS 11/17/2022 8.4 71► -- 5.3 REVISED De:c,roron aer 1/2 FLUME TO BE EMBEDDED INTO 42.0" CLILV.32.38 18"MIN. " �, d peslgnetl By Date Submltretl 6"DIA.D.I.PIPE SLOPE @ 1%MIN. d °. 2"PREFABRICATED PARSHALLBAC/LT a ° = LT 11/11/2022 d.. - n as CONCRETE. app,orea By=[ D1111 ByD�eaearad 2"PREFABRICATED PARSHALL ° d- - a. n - BAG AS NOTED FLUME TO BE EMBEDDED INTO ° d GROUT FILL. ° .d %"DIA.PVC SCH.40 ELECTRICAL = - THE ENCLAVES 6"DIA.D.I.PIPE SLOPE - 56655 ROUTE 25 B @ 1%MIN. CONCRETE FILL(TYP.) CONDUIT SIGNAL WIRE TO BE FURNISHED BY ",- THRUST BLOCK CLASS"A" SOUTHOLD,NY 11971 MANUFACTURE.INSTALL IN Y4"PVC SCH.40 4000 PSI TYPE II CEMENT = Prereer: CONDUIT. PLAN VIEW d a °' a - F (TYP.) PLAN PLAN THE ENCLAVES GALV.STEEL ANGLE FRAME MOUNTED W/GAL � ° CONC.ANCHORS TO VAULT.(METER MOUNTING NOTE: a. NOTE. PROPOSED SEWAGE FRAME) OIL TOP OF VAULT #S REFER TO SITE EQUIPMENT 1)THRUST BLOCK TO BEAR ON Ir 111-1.1e SCHEDULE,SHT.M-5. UNDISTURBED SOIL, TREATMENT PLANT NEwsoNICLEVELMETFR 30.0" 2)MAX,TEST PRESSURE 200 PSI PRECAST CONCRETE VAULT DEAD END 6S PIPE SIZE 90°BEND 45°BEND 22-2"BEND P'°ie"°d,ese GRADE SECTION B-B 4" OR TEE 2 1 56655 ROUTE 25 If ELEV.32.3B 6" 3 4 2 1 SOUTHOLD,TOWN OF SOUTHOLD MATERIALS R JOINTS EQUIVALENT TO e, 5 7 4 2 SUFFOLK COUNTY,NEW YORK SEWER MAIN STANDARDS OF CONSTRUCTION 2"PREFABRICATED PARSHALL AND PRESSURE TESTED TO ASSURE SEWER MATERIALS&JOINTS EQUIVALENT TO 10" 7 10 5 2 Y r"i,Te,11.,N"�»ee,: c""nen N,m,: FLUME TO BE EMBEDDED INTO TIGHTNESS PRIOR TO BACKFILLING WATER MAIN STANDARDS OF CONSTRUCTION 12" 10 15 7 4 1000-63-3-15 CONCRETE. AND PRESSURE TESTED TO ASSURE WATER 16",20",24" 16 24 12 6 Reodu ry Rere,e"ee N"mee,: 41" LO'-0" l0'-0" TIGHTNESS PRIOR TO BACKFILLING 6"O DR-18 PVC PIPE SLOPE IO'-D" 101.0" THRUST BLOCK BEARING AREA Ti1Eo1Dm"a GROUT FILL(TYP.) 5S @1%MIN. _ - - - SQUARE FOOT BEARING AREA OF d _ _ _ _ BLOCKING ON UNDISTURBED EARTH SITE 5"THICK SIDE WALL, ° G 16"MIN, REINFORCEMENT#4 BARS 8" -12.0' 0 STORM/DRAINAGE THURST BLOCK DETAIL o.c.E.w. ° LINE 16"MIN. DETAILS 1 4 0.8" SEWER MAIN OR BUILDING WATER MAIN OR SCALE:NOT TO SCALE CONNECTION WATER SERVICE SEWER MAIN DR -_ 6"0 DR-18 PVC PIPE ---- d BUILDING SLOPE @ 1%MIN. 16"MIN. . . CONNECTION 18"MIN, INV.EL.29.20 - - - - Suffolk County Department of Health Services s INV.ELEV.28.95 Approval for Construction-Other Than Single Family Dawi"gN"m, 16.0" - - - - " 8"THICK MONOLITHIC BASE SLAB, 20.5" 10'-0" - 10'-0" Reference No. C-22-0081 Design Flow 11,420 GPD P•�,,oF NEW y, REINFORCEMENT#4 BARS B" - �'t ANDREW O,C,EW,TOP 30.5" NOTE, lo'-0" 10'-0" Use(,) Hotel&Restaurant * HORIZONTAL SEPARATION BETWEEN SEWER These plans have been reviewed for general conformance with Suffolk a m. AND STORM LINES MUST BE 10'MINIMUM NOTE, County Department of Health Services standards,relating to water w SECTION A-A HORIZONTAL SEPARATION BETWEEN SEWER supply and sewage disposal.Regardless of any emissions, � = sneer "r o AND WATER LINES MUST BE 10'MINIMUM inconsistencies or lack of.detail,construction is required to be in 1'f �V\ 22 STORM/ SEWER CROSSING DETAIL WATER/ SEWER CROSSING DETAIL accordance with the attached permit Departm and This able Fpp 2523 - PARSHALL FLUME DETAIL standards,unless specifically heapproval waived by the l Department.This a royal ESS10 PWGC PM t Number expires 3}'ears from the approval date,unless extended or renewed. SCALE:NOT TO SCALE U"e"m"d:ea Mrear--ddit- E SCALE:NOT TO SACALE SCALE:NOT TO SCALE v13/z3 G orhsersw"De,Mer�aa"�me"rs AVG1803_ a"iaeao"mseerio"nca Approval Date "rrna­­-Ed- _ 2 DRIA.BALL VALVE HEAVY DUFTY-LOCKING HEAVY DUTY-LOCKING WRs`DIA.GALV.NIPPLE7 SUFFOLK COUNTY TYPE'F' CAST IRON COVER TO CAST IRON COVER TO FINISHED TAPPED BLIND ADJUSTABLE CASTING TO G111E GRADE FLANGE GRADE(TYP.) GF?,rDE(TYP.) 20"MIN.OPENING 20"'MIN.OPENING NUNT" ALATION OF CASTING CONCRETE CHIMNEY To 1ANHOLE DETAIL A A NOTE I& I GRADE26.5. CLASS A' CONCRETE CHIMNEY CONCRETE FILL GRADE 30.2. z 4000 PSI 8"MIN.REINFORCED--R, i CLASS TYPE II CEMENT CONCRETE H20 25MAX CONCRETE H20 2' 2.5'MA A� 6:".. LOADING Top SLAB C 400OPS 8"MIN.REINFORCED PRECA! ZMAX. �"A' HIIANFY C2M�IAX ADD DUM RING I I LOADING TOP SLAB. EY TYPE 11 CEMENT N LET FR 4 6WX6W 6X6 WWF AS My KJTCHENGMIE 12"MIN. OUTLET TOP&BOTTOM REQUIRED V 6'LAYER a STONE OUTLET 6"DIA is E1 6"DIA.DR-18 PVC YP.) 12"MIN. INLET FROM PITCHED MIN.Y4"IFT. PIPE OR NUFAIN MEN 6'SEP RATION KITCHEN LINE V MAI C DR-PVC PIP 8'CT EQUIVALENT BETWEEN BRICKWORK AND STRUCTURE 4 PWG 6"DIA.DR-18 A 0 PIPE 6'DIA DR-18 PVC INV.27.30 4' PITCHED MIN.Y,"IFT. PIPE OR CLIENT DRIVEN SOLUTIONS PITCHED MIOI EQUIVALENT 4" INV.26.80 INV.19.10 PITCHED MIKY,"UFT DSF'I'LES 4'DIA.DIAR P.W.GROSSER CONSULTING ENGINEER 4" 51 4 INV.1860 MONOLITHIC IR 4'DIA.45'BEND Fd I CONSTRUCTED UP TO IT L'oTMNIATEF-El 't 1 12" WE H PLAIN END PLAN AND HYDROGEOLOGIST,P.C. MONOLITHIC--------------- JAN MECHANICAL CONSTRUCTED UP TO 12" 12" BOT.ELEV.21.46 1 4'MIN. 4 DINT FITTING UDIR/DR-18) LL.A I -t T STANDARD M.H.FRAME&COVER, 630 Johnson Avenue..Suite 7 Pd., 4"MI N. #4 9 EACH CORNER cTYP.) FINISH GRADE7 TYPE F'ADJUSTABLE CASTING Bohemia.NY.11716-2618 BOT.ELEV.13.26 4'X4'X4'WYE BRANCH I Phone:(631)589-6353.Fax:(631)589-8705 WITH NEC ANICAL JOINT #4 BARS @ 8' E-mail:INFO@PWGROSSER.COM BE TINGS(RIAR/DR-FED GREASE TRAP(GT-1)DETAIL HIGHEST GREASE TRAP(GT-2)DETAIL HIGHEST (NO FABRICATED WYE) O.C.E.W.BOTTOM TYPICAL GRAVITY HOUSE CONNECTION SCALE:NOT TO SCALE E-ECTED G.W. SCALE:NOT TO SCALE y EXPECTED G.W. a,I.. a'MIND--� -\ CONSULTANTS EL.4±PER USGS T- ADJUST TO GRADE WITH ALL WEATHER RED NON-PAVED CLEANOUT DETAIL NOTE EL.4±PER USGS FLOW MIN.4;,DIA. MIN.4 SDIA. FLOW 12, CLAY BRICK W/TYPE 2 MORTAR SCALE:NOT TO SCALE 1.SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC MAPPER NOTE MAPPER DR- D- -L- 8._J 2'- (MIN,OF 2 COURSES&MAX.OF 12') 1.SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC MANUF.IDENTIFCATION_j COVER S.C.D.H.S.SEED.M.H.STEPS BEARING AASHTO H-20 LOADING. BEARING AASHTO H-20 LOADING. <S,S,OR STEEL REINFORCED 2 DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS. CAST IN WALL 3 C) 2.E GN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT28 DAYS. -L COPOLYMER POLYPROPYLENE) PENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF 3.OPSEININGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF I.E.P./Dar-18 SPDDL PIECE .4 EACH SUM ,/-CIRCUMFERENTIAL REINFORCEMENT LOCKING CAST IRON COVER. 4 P LOCKING CAST IRON COVER. 12'O.C. "y 0.12 SQ,IN,/FT,OF HEIGHT .ROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND I FOOT OF SIDEWALL. 4 PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDE hALL. (TYP.) /-7/ OR 3/'0 SELF 5.SEAL UNITS INITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. �;j SQ A A SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT,SEE JOINT DETAIL. TYPICAL FORCE MAIN CLEAN-OUT DETAIL ALI�G BU?YL RUBBER 6.DUMMY RINGS SHALL BE UTILIZED TO BEKING COVERS TO GRADE. B1.DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE. -T-� PUMP CALCULATIONS: 4 NOTE- SCALE:NTS NOTES: SECTIONS SHALL CONFORM 1.(S EP t)-ADJUST TO GRADE W1 ALL WEATHER RED CLAY 1.ALL MANHOLES AVERAG DALYDIESIGNIFLOW: B'ICK W TYPE'M'MORTAR,WHICH WILL BE MADE FROM ONLY JY�'CLEAREN E TO A,S,T,M,C-478,LATEST REVISION STANDARD TYPE It BE ENT.-MIN.OF 2&MAX.OF 5 CO RSES.-MAX 1/2' (TYP.) ED J 0 SPECIFICATIONS FOR PRECAST REINFORCED CCNNECTTOS.S. PROPOSED SANITARY FLOW B YOUO NUT BETWEEN COURSES.-BRICK TOTIE SET IN A RADIAL GRAAM MUST SLOPE LA T WK BRICK L CONCRETE 11,11,SECTIONS, DlscoNNE�TBOGA IINAY FROM STATION j aYED IN HEADER POSE ON. S EP 2)-TYPE CEMENT ENCASEMENT AROUND MUK CASTING RESTAURANT=74SEATSX 3DGPD/OCCUPANT=2,220GPD BRICK WORK,FROM MIDDLE OF M.H.CASTING TO T P SLAB OF 2.MANHOLE RISER SECTION TO BE FURNISHED FIT.26.00 GRAM M.H.SEE INSTALLATION OF CASTING TO MANHOLE DETAIL' 3,OR 4'HEIGHTS AS REQUIRED, 2' 3-3 MAX_ 3.MAN F,TO CERTIFY THAT MANHOLES DELIVERED PROPOSED FLO"'=2,22D GPD OPENING 6WxGW/6X6 WWF (TYP.) -4' MEET ALL REQUIREMENTS OF S,C,D,H,S,SPECS, 01 GRADE S NICE THE PJMP STATION IS USED FOR RESTAURANT,THE OPERATION TIMES OF THE FACILITY ARE TOP&BOTTOM 4.LOADING TO CONFORM T AASHTO H-20 LOADING APPROXIMATELY 12 HOURS PER DAY. PRECAST 5- 5.REBAR TO CONFORM TO ASTM A-615-60 CLASS'A' Fs=:60,000PSI 90.4 400OPSI INVERT 6.WELDED WIRE MESH TO CONFORM TO A,S,T,M, DEPTH REQUIRED CAPACITY: 15 MINUTE FILL TIME @ AVERAGE DAILY FLOW TYPE II CEMENT A185 FS=65,OOOPSI 76 7* 2,220 ORD/72D ME NIDAY=3.06 GPNI 7.CONCRETE TO BE 400OPSI @ 28 DAYS NORC VER 3.08 GPM X 15 MIN=46.2 GALLONS CAPACITY DIS CH 122.7' 8.FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&, 3'-D'BASE BOTTOM STEEL, SECTION PVC JOINTS PIPE I'PAST IA#2 STEEL HOOP AROUND OPENING(TYR) PROVIDED CAPACITY: PUMP STATION=10.41 CFAIF E-ONE PUMP(ONE PUMP ON) 9 INSIDE WALL F3/40 FLEXIBLE JOINT(TYP,> OUTLETPIPE 0.60 VF OF STORAGE BETWEEN PUMP OFF AND LEAD PUMP ONE 1.25"DIA.HDPE 0.60 X 1D.41 CFA/F=6.25 CFX7.48GAUCF=46.7GALLONS 250 DR-11 FORCE MA INLET PIPE -N-SEAL'FLEXIBLE SLEEVE DKOR INV.1 9.60 6"D I A.DR-18 PEAK FLOW TEN STATES STANDARDS PEAK]NG FACTOR=4.37 R APPROVED EQUAL(TYR) PVC PIPE L 2'(TYP.) "`\1-MONOLITHIC BASE SLAB PEAK FLOVV=2,220 GPDX4.37=9 701AGPD iy2B-j (SEE DETAIL) EL�9.50(ALARM) 11-ALARM INV.18.46 9.701.4 GPD/720MINUDAY=13.470 GPM,SAY 13.SGPM 200--- COVER R�INFORCEMENFF#4 BARS lk Effluent Pump Station - 1. 8 O.C.E.W.TOP EL 9.10(ON) ON IL EL.18.50(OFF) 2 3' OFF Minim In Flow Required=13.5 gipm �ISEE SCORING DETAIL T­ CH a. C 1 75 G L.2.04 32.8' Flow Provided=22.5 gpm(Both pumps on) ................ .............. 3 13.84" INLET 150 SECTION A-A 1 5 AL.119 TAL EL.17.35 Force Main Length: 657.7' I �B.T.EL.11.113 4'DIA.SANITARY SEWER MANHOLE DETAIL DISCHARGE 1-1/ Equivalent Length of Fittings: ---- -4--System Curve SCALE:NTS N 0 47.5' DEPARTMENT PIT,SS(X2 HIGHEST 100 --- -4W-Series2 y EXPECTED G.W. IN ET;EPDMI TOMMET F BACK-UP ON 4" 4'DWV PIPE STAIDART EL.4± -itfing HOLD(it) 1)','Nfitv Total Eq.Length(ft) PEDESTAL Elbows(90-) 1 5.70 1 1 1 5.7 1 REFERENCE NO. Elbows(45*) ft% I 2�6 Tee T.. I f.0 so E-ONE TRIPLEX PUMP MODEL WH483 Check Valve 19.00 1 1 19.DO (EXPLOSION PROOF)DETAILS I Total I SCALE:NTS -NEMA 4X SS DISCONNECT SCDHS: C-22-0081 P'l.KD A 110OF 1ELIT111 UP 0 PERFORATED S.S.OR PVC rF] (POWER ONLY) A PRONIERR CROARI TO ELEWTE FT TO GRALNE Pipe Material:1.25 1 n.diameter DR-11 H DIRE(1.34 In 1.D.) COATED S.S.CHANNEL im P P..N=LI.ENDFRPDAG, Hazen Williams Roughness Coefficient(C):120 0 2 4 6 8 10 12 14 16 (TYP. ''TF`ON FOR Flow(GPM) 1,1 P. IDE THE FRE PLO Calculate Friction Loss using Hazen-Wllllams Equation I ILL ELEITUP�IL 11'1F1'1F rNT1�'111'L'1'1HG R1 111,INI INI.1IN1 IIALL IE EPT.1- -POWER CONDUCTORS IN CONDUIT a REVISED PER SCUFFS COMMENTS 11/22/2023 "GR.' if� ,CLASNI DIASIONI GROUP A OR THE NA71DNAL ELAININKLIDNE. US2 (CONDUIT SIZES PER NEC) 7 REVISED PER CLIENT 10/24/2023 1 ADENNATEVERALATION AND OFETY EQUIPMENT TROTTED FOR eANTENANCE AND REPAIR OF -10-0ft -""-EXPLOSION PROOF FITTINGS(TYP,) P loo BBS2 U L 1�SETTAR'ENL"A N RESCRUSEDFORMANTENANO OR REPAR ATUNUT THE NEED TO ENTER g_)' �=11.425ft TH- Hf=0.2083 x 120 x f 22.5 6 REVISED PER CLIENT 09/01/2023 "NPST'jS' 11.425 f 5 REVISED PER SUCDHS COMMENTS 07/26/2023 I HTNEISKRISADEFCE TEFEDEIPEO-1. PipingHeadLoss=(39.3ft+657.7ft)x 100 ft 79.63 ft 4 REVISED PER SCUFFS COMMENTS 06/30/2023 /-NEMA 4X SS JUNCTION BOX, 3 REVISED PER SCDHS COMMENTS 06/05/2023 PROVIDE 5'SLACK OF PUMP CORD 2 REVISED PER SCUFFS COMMENTS 03/21/2023 b.StaticHead=6.42ft E-ONE PUMP(TWO PUMPS ON) IN JUNCTION BOX.(TYP,) 1 REVISED PER SCDHS COMMENTS 11/17/2022 c.Total Dynamic Head M,.b,, Pdasir,C­npk, RiAdR,D,P Static Head 6.42 ft 250 Piling Head Loss 79.63 ft COATED S.S.CHANNEL CABLE COMPRESSION SEAL Qjg,,d By BAG/LT Difi, Total Dynamic Head Less SERBS ft CONNECTED TO TOP SLA (W/O CEMENT) D,i By Di.GDidi IMIN LT 11/11/2022 Area 0.01 1112 200 '�-CONTROIL CONDUCTORS IN CONDUIT INN".By TIME TO FILL PUMP STATE CN: 46.7 GAL.3.08 GPM 15.2 MISS <CONDUIT SIZE PER NEC) BAC AS NOTED TIME TO EMPTY PUMP STATION: 46.7 GAL.22.5 RARE 2.1 ME AS d.Velocity=ELL=22.5 qpm or 0.05 113�s=5.12 Ts Say:86' PUMP STATION CYCLE TIME: 15.2 MIMS T 2.1 MINIS 17.2 MINS TOP OF TRENCH TOP OF TRENCH --PROVIDE FERINCO CAP W/DRILLED HOLE TO THE ENCL"ES MATCH CABLE DIAMETER TO SEA 150 'c S 56655 ROUTE 25 STEELBAND FOR J. D E ROEN SOUTHOLD,NY 11971 AND PULLED EXTEND �S EFTING DR E --*--System Curve TO HATCH OPENING. 3'STAINLESS STEEL SLEEVE(10S) .11 OLD. A' A' C.D. 'A' N TRENCH TRENCH Too) -46-Series2 (SEE NOTE 2) -UNDERGROUND CONDUITS SHALL BE THE ENCLAVES 7; PVC COATED GALVANIZED STEEL DEPTH DEPTH Oil STAINLESS STEEL EME'IPE SANDAND PIPE WET WELL,BALANCE TO BE SCHE ILL EDMENT GRANULAR EMBEDMENT IN SOILS- CORE DRILLED OPEN 0 PVC N IT TO CONTROL BUILDING, 1.D. I.D.. so FOR EACH SLEEV� CLASS I MATERIAL a_ PROVIDE LINK TREATMENT PLANT HAND COMPACTED -1 -E SEAL FOR EA... PSj,d Add FIR ENCH"I DTH CHVIDTH AEUCH 11FEEN 11 ITEIFFFIE 1,RS'EA I LSO -1 T- 56655 ROUTE 25 CLASS 11 OR III MATERIAL HAND BUT APED BOTTOM fm COMPACTE IMMAX6' 112 O.D.MIN. T IF T T 0 5 10 is 20 25 30 35 SOUTHOLD,TOWN OF SOUTHOLD LAYER TO 5%DENSITY. PUMP STATION PUMP DISCONNECT SWITCH DETAIL (ASHO.T-99� Flow(GPM) SUFFOLK COUNTY,NEWYORK ALTERNATE"A" ALTERNATE"B" 1�nT'1'1"F'U" F�nT'1'1"F RU1'N) 1ANICINFUTNIFAIF1 NOTES: SCALE:NOT TO SCALE CV,,RT.Mi,N,Nb,,1000-63-3-15 SEWER FOUNDATION IN GRANULAR SOILS E-ONE PUMP PERFORMANCE CURVES 1,,dND,E,1 ALL TRENCH DEPTHS 1.CONTRACTOR SHALL PROVIDE UV PROTECTION TOP OF TRENCH SCALE:NOT TO SCALE JACKET FOR EXPOSED PORTION OF CABLE E/ONE PLC MULTIPLEX PANEL FEATURES 2.CONTRACTOR SHALL LOCATE STAINLESS STEEL LIVE o o EYEBOLT AND STRAIN RELIEF NEAR ACCESS "OR P-PS Us-INPUT FROM A PRESSURE TRYNSDUCER.THE PANEL HAS MANY FEATURES HATCHWAY. SHEETING DRIVEN 1111111L ILIFTNE Ol'0F1 NADUIVLE(4) THE E/OLTE PLC UAULTIPLER PANAL IS DESIGNED TO CCLNROL UP TO 4 ACLUE METERING AND PULLED TFSNN11 R DCkrKOF1VP0­(Pr­-- 21 FROM PROTECT PLUS-FULLY DESCRIBED BELOW SITE A TERNATE B-CLASS I MATERIAL rN1.NLEF11 S, A' HAND COMPACTED -PLC PANEL SPECIFIC FEATURES INCLUDE 3.LOCATE MINIMUM OF 3 FEET FROM ANY TANK or, (G-) VENT. ALTERNATE A-CLASS 11 OR III DETAILS 11 EDGE OF TRENCH 1'IAIN MATERIAL COMPACTED IN VAN.G 1 P11FR IUNPI -1-ADI-LE FLUID LEVEL, 4.PROVIDE PB SERIES TERMINAL BLOCK FOR LA ERST095%DENSITYBYTH o� UFD11 1.11-RILLEF LAND/UND CONNECTION OF POWER AND CONTROL 9 .'R ESS LURETRATUSDOCER PROVIDES LIVE FLUID LEVEL READOINTOINTERFACE S NDAND STANDARD PROCTOR TEST(A.A.S.K.. RR�-TT-3.6,Q, AL]ININA11- -HIGH ArUP LOW LEVEL FLOATS AS FAAKUPS TO PRESSURE TRANSDUCER CONDUCTORS IN JUNCTION BOX. .5 GRANULAR DESIGNATION T-99) 96'0 TO 144'0 1 24' -ANAL-1-T IINILE -EDITTABLE RUN�ALARM LEVELS TRUI LEVEL 1,1,1 1 AND ALAI.) 6 SOILS 0 :EDr�LETROUGHE CONDITION SET POINTS TO"ERPRESSURE) 1.D. GLASS I MATERIAL (TU1F1TT111SHUCFC:N �­SE UENCING BASED GN RUNTIME AND FLUID LE\EL SCDHS APPROVAL BOX HAND COMPACTED -411 14) 1EEI1 11 FAR AND TEAR EVEN 11 IFENNI PURVIES MULAL 9 -ALL AV LABLE PUMPS HAVE AN OPPORTUNITY TO RUN BEFDRE ALARM LEVEL IS I EACHED Suffolk County Department of Health Services NOMINAL 3"THICKX 12" :,LEED-L G RELATIGNSHIPS DETERMINED D(NAMI-ILLY BASED ON RURAAAE Approval far C.Ratru,tictri-Other Than Single Farnill, WIDE LUMBER PINKS C.C.A. NOTE:ALL DRAWINGS NOT HE POLAR ING LOGIC SKIPS DISABLED PURAPS TREATED 0.8 RETENTION OTTO RUN NDICATOR oF NEW�,' P ACED PERPENDICULAR TO ANUAL TRO BLE CINDIT'IN BRIEF Reference No, C-22-0081 Design Flow 11,420GPID TO SCALE -TIDY PAN EL Vo ING VIA WIDE DUCTS DREW k OF TRENCK AND CONTINUOUS -HINGED ALL MIN"J 4 DEADFRONT AND A LUGINUM BACK PLATE c.:) ALONG GENTERITINE Hotel&Restaurant "I 1B11­1MCIY(­ Use(,) -ALSO RACLU DES THE FOLLOWING GENERAL HE ATU RES -5 These plans have been reviewed for-genet al conformance with Suffolk SEWER FOUNDATION IN ORGANIC SOILS IN""'A"�""''P -EDITINALLAILDIRLE AND VISUAL ALARM N7LEN1E­T11 AT :,IANIAL A "�­FEI ND7LEN1E-T11 RUA11 NLEJNIE County Department of Health Services standards,relating to water N supply and sewage di�p,SNL Regardless of an,, (7, -TRO-INDICATIONS OVERPRESSURE,BRCWNCUT,CVERVDLTEGE PUMPFAILED en-I.Ps. 11-1 Sh,G[ if TO START inconsistencies or lack of detail,construction is eqn-d to be PIT .PADLOCK accordance with the attached permit conditions and applicable �6, 092523 8 22 c REDICTIVE ALARMS ;0 PL -REAL TIME PUMP PERFORMANCE standards,unless specifically RATived by the Department.This approval E-ONE PLC MULTIPLEX PANEL DETAIL -N1.I1XENCLCI111 NIEIGLIII 2P 1 21 X 11 expires 3 years from the approval date,unless extended or retteRved. ss� PwGc P'j"[Nd.hR, PIPE TRENCH DETAILS 1, SCALE:NOT TO SCALE :STAINLESSSTE 12/13/23 RH11,Nmd"N1dRN'IURi'.'N' "G1803 SCALE:NOT TO SCALE COOLING FAN 11 Nd­N,fS,kr72S9 Approval Date fR,MGFSD,kPNd,Ed­­,. PERIMETER GROUTING (FORM AS REQUIRED) PERIMETER GROUTING (FORM AS REQUIRED) PARAPET WALL (2)2x4 WOOD NAILER, (2)2x4 WOOD NAILER, NEW YORK STATE BUILDING CODE ANALYSIS DETAIL 4,SHT A-2 ACQ TREATED(TYP.) ACQ TREATED(TYP.) EPDM ROOFING MEMBRANE EPDM ROOFING MEMBRANE 2 1/2"MIN.OF POLYI SOCYAN U RATE No. Topic Section Required or Allowed Actual 2 1/2"MIN.OF POLYISOCYAN U RATE RIGID INSULATION SLOPED 1%MIN. RIGID INSULATION SLOPED @ 1%MIN. 5/8"SECUROCK BOARD C I Occupancy B-302 Utility&Miscellaneous"U" KOROLATH BEARING PAD 5/8"SUCEROCK BOARD --- `7 CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTING ENGINEER B-602 ————— AND HYDROGEOLOGIST,P.C. Type of Construction Type 1113-Non-combustible Construction Type 1113-Non-combustible Construction 00 630 Johnson Avenue..Suite 7 2 4"SPLIT FACE BLOCK 4"SPLIT FACE BLOCK Bohemia.NY.11716-2618 Fire Resistance I Phone:(631)589-6353.Fax:(631)589-8705 B-Table 601 '_"PA -ma: FO@PVVGROSSER.0 PWG Structural Frame,Bearing Walls, 0 hours required for all 0 hours provided 8"HOLLOWCORE PLANK BY COUNTINIOUS BOUND BEAM CONTINUOUS BOLIN D'BEAM OLDCASTLE PRECAST OR WITH TWO(2)NO.5 TYP. 8"HOLLOWCOREPLANK BY Floors&Roof Construction WITH TWO(2)No.5 TYP. APPROVED EQUAL. OLDCASTLE PRECAST OR CONSULTANTS — APPROVED EQUAL. Bldg.Height&Area B-503 NO.4 BAR(2'-0"x 8")GROUTED TWO(2)No.5 BARS, B-Table 503 2 story single story < VERTICALLY,EVERY 4'-0"O.C.JIN O.C.IN FULLY GROUTED NO.4 U-BAR GROUTED INTO Tabular Height(feet) TWO(2)No.5 BARS, INTO KEYWAY(TWO PER PLANK) VERTICALLY,EVERY 4'-0" 3 LL, 3"MIN.BEARING POCKET @ T-O"D.C. Tabular Height(story) 8,500 sq.ft. 350 sq.ft. FULLY GROUTED CELLS CELLS Tabular Area V 8"SPLIT FACE BLOCK 1"MIN.BEARING 8"SPLIT FACE BLOCK 4 Fire Separation Distance B-Table 602 X>_30 ft.=0 hours fire rating 0 hours provided Wall Rating Fire Rated Construction EXTERIOR BEARING WALL ERIOR IDE WALL Fire Walls B-705 Not applicable SCALE:NOT TO SCALE ICXALTI N OT TO'CALS1 Separate Bidgs. B-705.1 Not applicable 5 Party Walls B-705.1.1 Not applicable Fire Barriers B-706 Not applicable Shaft Enclosures B-707 Not applicable Fire Partitions B-708 Not applicable Smoke Barriers B-709 Not applicable Opening Protective B-Table 715.4 Not applicable 18 GAGE ALUMINUM SNAP ON COPING CAP BONDING ADHESIVE 1/2"SS SCREW&WASHER Interior Finishes 20 GAGE GALV.METAL (4 PER CLIP) EPDM ROOFING MEMBRANE 6 B-803.1 Utility&Miscellaneous"U" No restriction WATER STOP SEALANT Wall and Ceilings CLIP @ 40"O.C. 1-1/2"WOOD NAILERS,ACQ TREATED(TY!".) S"SLIT FACE BLOCK r711' 20 GAGE GALV' 1/2"DIA.GALV.STEEL LAG BOLT,RECESSED FLASHING Interior Environment CONTINUOUS CLEAT SEALANT Ventilation B-1203.1 Mechanical See Mechanical Plan EPDM ROOFING MEMBRANE 7 Light B-1205.1 Artificial See Lighting Plan 112"CONCRETE ANCHOR Min.Rm.Dimensions B-1208.1 7 ft.min. complies 1 1/2"SS RING SHANK NAILS ALUMINUM SCUPPER BOX Min.Ceiling Height B-1208.2 7.5 ft.min. complies WOOD NAILER(SEE WALL DETAIL) Exits-Occupant Load B-Table 1004.1.1- 300 sq.ft./occupant 5 Occupants max. CANT STRIP 4"x6"COMMERCIAL DEPARTMENT GRADE,ALUMINUM �;�;�;�; �;' Egress Width B-1005.1 0.2"occupant x 5 occupant=1"required 32"min size door provided SCUPPER& DOWNSPOUT ROOF ASSEMBLY, REFERENCE NO. Number of Exists B-Table 1005.1 2 exits required,except as Sec.1015.1(one (1)One exit provided REFER TO STRUCTURAL exit allowed) 8 2 exits required where any of the following SEALANT SCDHS: C-22-0081 requirements apply: 1)-U Occupancy.With>49 Occupants 2) Spaces with one exist B-Table 1015.1 Where egress common path exceed 75'& (1)One exist required. 8 REVISED PER SCDHS COMMENTS 11/22/2023 3)where required by B1015.3, —————————— 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/0112023 B-1015.4&1015.5 ————————- 5 REVISED PER SCDHS COMMENTS 07/2612023 4 REVISED PER SCDHS COMMENTS 06/3012023 3 REVISED PER SCDHS COMMENTS 06/0512023 Egress Components 2 REVISED PER SCDHS COMMENTS 0312112023 Door Size B-1008.1.1 32"width min. 36"width provided (�>fARA�PE DETA�IL 1 REVISED PER SCDHS COMMENTS 11/17/2022 Sc L,NOT TO T� DoorSwing B-1008.1.2 side-hinged door provided A SCALE OOF SC PPER DETAIL Stairs B-1009.1 not applicable D sr, BAG/LT n. SCALE NOT To S� 10 Handicap Access B-1103.2 Utility&Miscellaneous"U" Exempt AL, D,,,,By r.r'— 11/11/2022 Special Inspections App-d By BAG s,,1, ASNOTED BCNYS-CH17 11 B-1704.4 Concrete Construction Required.See Special THE ENCLAVES Inspections Schedule 56655 ROUTE 25 Occupancy Category III-Level 1 Special Required.See Special SOUTHOLD,NY 11971 B-1704.5 Inspection Inspections Schedule Prj,,t. Plumbing Code P-Ta ble 403.1 Utility&Miscellaneous"U" 1 water closet,and 1 sink THE ENCLAVES 12 Fixture Count None required provided 4 PROPOSED SEWAGE WaterSupply P-603.1 3/4"min.service pipe V.copper type"K" TREATMENTPLANT As per MCNYS Sec.403.3,ventilation rates 2-6" Mechanical Code foroccupancies not included in Table 12 Air changes per hour provided as per 10 56655 ROUTE 25 13 M-Table 403.3 State Standards(GLUMRB)-RECOMMENDED 2" SOUTHOLD,TOWN OF SOUTHOLD Ventilation Rates 403.3 shall be determined by an approved STANDARDS FOR WASTEWATER FACILITIES ZV" WWF4x4-W 2.9 xW2.9 SUFFOLK COUNTY,NEWYORK engineering analysis. 1,11.,N 1�,1000-63-3-15 Fagd�t��R�f­­N,-, 4" T '2'-6" ARCHITECTURAL DETAILS &CODE COMPLIANCE SCDHS APPROVAL BOX SPLASHBLOCK DETAIL Suffolk County Department of Health Services Approval to,Construction-Other Th..Single Family SCALE:NO TO SCALE C-22-0081 ,,o NEW�, Reference No, Design Flow_11,42nGPD Use(,) Hotel&Restaurant REW These plans have been reviewed fin general conformance with Suffolk County Department of Health Services standards,relating to water ct� supply and sewage disposal,RegardleBs of am,9missions, 5 inconsistencies or lack of detail,construction is required to be in S- d Is accordance with the attached permit conditions and applical) 092523 9 22 standards,unless specifically waived b%the Department.This approval PWGC PMt N,�W, expires 3 years from the approval date,unless extended or renewed. SS1 U,uft,�--ty-ddit- 12/13/23 4&i�_ t,th,,d-,g-,-d d-­t, AVG1803 Appiroval Date ODOR CONTROL TREATMENT EQUIPMENT NEW 4'-10"x 8'-8"x 1-0" VOLUME CAPACITY:31.81 CF OR 198 GAL. NEW 4"x 6"ROOF SCUPPER AA CONCRETE LANDING (TYP.OF 2 CANISTERS) SEE DETAIL No.5,SHT.A-1 CENTER AT DOOR. g_g^ NEW 4'-6"x 6'-0"x 0-6" A_3 CONCRETE LANDING AA CENTER AT DOOR. g A-3 ° p STAINLESS STEEL LABORATORY — -- — -- — SINK CLIENT DRIVEN SOLUTIONS PROCESS BLOWERS(TYP.OF 3) 4'-10" 2 GPM,POINT OF USE ELECTRIC P.W.GROSSER CONSULTING ENGINEER NEW WALL MOUNTED n,. '®� ° ° WALL MOUNTED HOT WATER HEATER PWG EXHAUST FAN .. AND HYDROGEOLOGIST,P.C. (TYP.) o - :. ° \ ° O 1 02 II \\ n 630 Johnson Avenue..Suite 7 Bohemia.NY. 18 ————— \ J v Ph one:(631)589E3 3.Fax:l(631)589-8705 NEW BATHROOM EXHAUST FAN \\ E-mail:INFO@PWGROSSER.COM 6 9 a II \.. CONSULTANTS 01 O 1.5 KW ELECTRIC HEATER I F C EMERGENCY EYE WASH z \ pl 4'-4" STATION \ a r------------� NEW INTAKE LOUVER& I \ CD NEW 6"THICK CONCRETE MOTORIZED OPERATOR \\ BASE.EXTEND 6"BEYOND — — THE EDGE OF THE BLOWERS. 01 BB BB BESST F DESK FLOW METER 10 A 3 A 3 CONTROL n CHART 03 PANEL 07 RECORDER 13'-6" 3 KW )�' ELECTRIC / BB HEATER FILE o BB A-3 ABINET A-3 6" E E E E MIN.BLOWER LABORATORY 7'-10" AUTOMATIC TRANSFER ROOM ATS SWITCH(ATS) R77 MIN. �(� O2 MIN. 1 O E E TAPER ROOF INSULATIONG TO DRAIN 2'-0" ALARM DIALER W1 CELLAR ROOF RUNOFF TOWARD NEW SCUPPER 01 SERVICE NEW 12"H ROOF PARAPET WALL MAIN SERVICE CIRCUIT WITH ALUMINUM COPING BREAKER AA NEW INTAKE LOUVER WITH 5,-0„ qMTER UTILITY METERMOTORIZED OPERATOR . °24'-0" E E E E E E 4'-6" TT T T T 1"DIA.REDUCED PRESSURE ZONE <. BACKFLOW PREVENTION DEVICE ROOF PLAN a ?> BY FEBCO,MODEL LF825 Y SEE DETAIL,SHT.M-8 SCALE:3/8"=1' DEPARTMENT NEW 4'-6"x 6'-0"x 0-6" 2"PVC DRAIN WITH BIRD SCREEN CONCRETE LANDING REFERENCE NO. CENTER AT DOOR. AA A-3 FLOOR PLAN SCALE:3/8"=1' SCDHS: C-22-0081 8 REVISED PER SCDHS COMMENTS 11/22/2023 7 REVISED PER CLIENT 10/24/2023 1 1 1' 1SCHEDULE 6 REVISED PER CLIENT 09/01/2023 NO. DOOR SLAB FRAME HARDWARE LINTEL* REMARKS 5 REVISED PER SCDHS COMMENTS 07/2612023 4 REVISED PER SCDHS COMMENTS 06/30/2023 QUANTITY SIZE TYPE MATERIAL THRESHOLD 3 REVISED PER SCDHS COMMENTS 06/05/2023 2REVISED PER SCDHS COMMENTS 03/21/2023 01 2 4'-0"x 8'-0" 1-3/4"FRP FRP AL GROUP#1 8"x 8"CMU W/TWO(4)NO.5 REBAR EXTERIOR DOORS 1 REVISED PER SCDHS COMMENTS 11/17/2022 N,m, Re"�e ue,pro" Re"�e"oe,e 02 1 T-0"x 6'-8" 1-3/4"FRP FRP AL GROUP#2 8"x 8"CMU W/TWO(2)NO.5 REBAR BLOWER ROOM /- oa D edy"" 8"SPLIT MASONRY BLOCK WALLS BAC/LT oem-o- D,,,,By oaz"aea�ea 03 1 2'-8"x 6'-8" 1-3/4"FRP FRP AL GROUP#2 8"x 8"CMU W/TWO(2)NO.5 REBAR BATHROOM App-dBy L'1' sale 11/11/2022 BAG ASNOTED a em: ABBREVIATIONS 4"MASONRY BLOCK WALLS THE ENCLAVES FRP FIBERGLASS REINFORCED DOORS 8'HIGH AL ALUMINUM 56655 ROUTE 25 SOUTHOLD,NY 11971 LINTEL REINFORCEMENT SHALL EXTEND 12"PAST EDGE OF OPENIGS. JHUHUHUH=P=F4"MASONRY BLOCK WALLS r,"i"t TO THE UNDERSIDE OF THE ROOF THE ENCLAVES PROPOSED SEWAGE HARDWARE GROUP#1 HARDWARE GROUP#2 TREATMENT PLANT a,oi"",weaee: HINGES: 4-1/2"x 4-1/2"STAINLESS STEEL HINGES: 4-1/2"x 4-1/2"STAINLESS STEEL 56655 ROUTE 25 EXIT DEVICE: HAGER-4500 SERIES STAINLESS STEEL EXIT DEVICE: YALE-4700 SERIES-(F76A) SOUTHOLD,TOWN OF SOUTHOLD EXIT TRIM: HAGER-4500 SERIESO-45CE STAINLESS STEEL SURFACE CLOSER: HAGER-4500 SERIESO-45CE STAINLESS STEEL SURFACE CLOSER: HAGER-5200 SERIES-ALUMINUM ALLOY KICK PLATE: IVES-STAINLESS STEEL(DULL) SUFFOLK COUNTY,NEW YORK KICK PLATE: IVES-STAINLESS STEEL(DULL) SADDLE: NATIONAL GUARD PRODUCTS,ALUMINUM -,1,1,11.,N ee,: --N,-, SADDLE: NATIONAL GUARD PRODUCTS,ALUMINUM DOOR BOTTOM: NATIONAL GUARD PRODUCTS-36VA-VINYL 1000-63-3-15 DOOR BOTTOM: NATIONAL GUARD PRODUCTS-36VA-VINYL SEALS: NATIONAL GUARD PRODUCTS-130NA-NEOPRENE Regde'°"Refee Noiv, SEALS: NATIONAL GUARD PRODUCTS-130NA-NEOPRENEI LOUVER SCHEDULECONTROL NO. QUANTITY MAKE MODEL SIZE TYPE FRAME LINTEL NOTES B U I L D I N G a> 2 GREENHECK EAC-401 18"X 18" MOTORIZED EXTRUDED ALUMINUM 12"x 12"CMU W/TWO(4)NO.5 REBAR AND LABORATORY ROOM&BLOWER ONE 3 x 3-1/2"x 5/16"STEEL BRICK SHELF ROOM FLOOR PLAN 1HS"PROVAL"PROBOX Suffolk County Department of Health Services Approval for Construction-Other Than Single Family oawi"dry"mee, 2 SCHEDULEEXHAUST FAN NO. QUANTITY MAKE MODEL SIZE TYPE FRAME LINTEL NOTES Reference No. C-22-008t Design Flow 11,a2D GPD °�rLOF NE{y y Q ANDREW 12"x 12"CMU W/TWO 4 N0.5 REBAR AND LABORATORY&BLOWER ROOM Uses) Hotel&Restaurant Q? 'flp 01 2 GREENHECK CUE-090-DGE119XQD 306-811CFM DIRECT DRIVEN SPUN ALUMINUM () These plans have been reviewed for general conformance with Suffolk * c* _ ONE 3 x 3-1/2"x 5/16"STEEL BRICK SHELF FANS TO BE PROVIDED WITH A DAMPER. County'Department of Health Services standards,relating to water . n W a 1 BROAN 512M 70 DIRECT DRIVEN GALAVANIZED WALL PENETRATION FOR 6"DIA.DUCT BATHROOM supply and sewage disposalRegardless of any emissions, o inconsistencies or lack of detail,construction is required to be 02 in 2 = "r STEEL accordance with the attached permit conditions and applicable �(r� 092523 ��V 1 U 22 ABBREVIATIONS standards,unless specifically waived by the Department.This approval expires 3 years from the approval date,unless extended or renewed. FESSIO awcc a,"iec,rvumoe,. FRP FIBERGLASS REINFORCED DOORS AL ALUMINUM a"awn"e:eadre,o ddedam"" AVG1803 E 12/13/23 m aye e2w�"d e"d,aewd e"20meme a"edam"m Ed nca Approval Date "r,n�e New ro,k sw,e Ea"as""�,. ALUMINUM COPING NEW EXTERIOR `"""` - ALUMINUM COPING TASK LIGHT . _ NEW 4"x 6"ROOF I VERTICAL REINFORCEMENT ALUMINUM SCUPPER& O IN FULLY GROUTED CELL DOWNSPOUTS (SEE SHT.A-3) 8"SPLIT FACE _..CONCRETE BLOCK � BACKER ROD NEW EXHAUST FAN CLIENT DRIVEN SOLUTIONS NEW INTAKE LOUVER 8"SPLIT FACE BLOCK P.W.GROSSER CONSULTING ENGINEER ODOR CONTROL � EXHAUST AND HYDROGEOLOGIST,P.C. PWG(; NEW EXTERIOR LIGHTING DUR-O-WALL Er p i11 FIXTURE(TYP.) REINFORCEMENT 630 Johnson Avenue..Suite 7 ..L NEW 6"THICK CONCRETE 16"O.C.VERTICALLY 8"SPLIT FACE BLOCK NEW SPLASH BLOCK LANDING PER FOOT Bohemia.NY.11716-2618 ❑ ❑ NEW 4'-0"x 8'-0"FRP DOOR SEE SHT.A-1 @� Phone:(631)589-6353.Fax:(631)589-8705 ODOR CONTROL I SLOPE E-mail:INFO@PWGROSSER.COM TREATMENT EQUIPMENT ON CONCRETE SLAB NEW CONCRETE LANDING CONSULTANTS L8"SLIP FACE GRADE 32.00 GRADE 32.00MASONRY UNITS _ `// �- �C .//OrT /. NEW CONCRETE NEW CONCRETE CONTROL JOINT FOUNDATION WALL. / FOUNDATION WALL. SEE SHT.S-2 / SEE SHT.S-2 ODOR CONTROL /F T INTAKE /T /L—�---_ L-- L_ _jL—J SEE MECHANICAL) i PLAN SOUTH ELEVATION EAST ELEVATION SCALE:1/4"=1' SCALE:1/4"=1' BACKER ROD PREFORMED GASKET r NEW 4"x 6"ALUMINUM ` SCUPPER I NEW 4"x 6"ROOF \ DUR-O-WALL ALUMINUM COPING ALUMINUM SCUPPER& ALUMINUM COPING Y DOWNSPOUTS _-' SEALANT NEW 4"x 6"ALUMINUM � v O ❑ MASONRY REINFORCEMENT DETAIL SCUPPER _ - i SCALE:NO TO SCALE NEW 4"ALUMINUM4"NON-BEARING DOWNSPOUT I NEW 4"ALUMINUM """ MASONRY WALLS(TYP) • DOWNSPOUT - NEW EXTERIOR LIGHTING 8"SPLIT FACE BLOCK NEW EXTERIOR TASK LIGHT I '' -r"'"-�-' "' i FIXTURE(TYP.) I 116"O.00 VERTICALLY ORCEMENT DEPARTMENT NEW 4'-O"x 8'-0"FRP DOOR NEW EXHAUST FAN 8"SPLIT FACE O { NEW 6"THICK CONCRETE NEW INTAKE LOUVER REFERENCE NO. CONCRETEBLOCK a LANDING @ Y"PER FOOT FURNISH AND INSTALL ONE(1)No.4 BAR,VERTICALLY,EVERY 8"SPLIT FACE BLOCK SLOPE 3'-0"O.C.IN FULLY GROUTED CELL.PROVIDE#4 DOWELS ! NEW 6"THICK CONCRETE NEW SPLASH BLOCK EMBEDDED INTO CONCRETE SLAB(ALIGNED WITH MASONRY (SEE SECTION,SHT A-3) LANDING @ Y"PER FOOT SEE SHT.A-1 REINFORCEMENT) SLOPE GRADE 32.00 GRADE 32.00___________________ 14rPROVIDEDUR-O-WALLTEE SCDHS: C-22-0081 .��/���//`Y�:�Y/.\�/.�:?Y/.:../�.� j �i � c -------- y��%Y�xa CONNECTIONS NEW CONCRETE��� NEW CONCRETE��� 8-INCH CMU FOUNDATION WALL. FOUNDATION WALL. 8 REVISED PER SCDHS COMMENTS 11/22/2023 SEE SHT.S-2 r"1 Fu-1 SEE SHT.S-2 r , __ r , 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 L- L-J 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3REVISED PER SCDHS COMMENTS 06/05/2023 NORTH ELEVATION WEST ELEVATION —" 2 REVISED PER SCDHS COMMENTS 03/21/2023 1 REVISED PER SCDHS COMMENTS 11/17/2022 SCALE:1/4"=V SCALE:1/4"=1' a"neer Re"em"De:eepto Foie De,, MASONRY REINFORCEMENT DETAIL DitySO.,fed BAC/LT (4"MASONRY WALLS) D,,,,By De'eDre ur nnl/zozz App-d By &ale BAG ASNOTED SCALE:NO TO SCALE Ma, THE ENCLAVES 30-YEAR WARRANTY @ 100 MPH WIND SPEED,CARLISLE 56655 ROUTE 25 EPDM ROOFING SYSTEM OR APPROVED EQUAL SOUTHOLD,NY 11971 30-YEAR WARRANTY @ 100 MPH WIND SPEED,CARLISLE -90 MIL UNREINFORCED EPDM MEMBRANE a,oiecc EPDM ROOFING SYSTEM OR APPROVED EQUAL -2-1/2"RIGID INSULATION BOARD 4.PARAPET WALL THE ENCLAVES -90 MIL UNREINFORCED EPDM MEMBRANE /I -5/8"SECUROCK BOARD ADETAIL -5/8"SECUIROCKBOARD PARAPET WALL BOARD SHT / \ HOLLOWCORE PLANKS PROPOSED SEWAGE HOLLOWCORE PLANKS ( ; SHT.A-1 TREATMENT PLANT TOP OF HOLLOWCORE PLANK / - TOP OF HOLLOWCORE PLANK . r. t • ELEV.45.17' ELEV.45.17' APPLY NEW 4"CONCRETE MASONRY UNIT t-" WALL,TO BE FULLY EXTEND TO t-'� a,eie=,Aaa,eee: ROOF UNDERDECK,SEAL AROUND � PERFORMANCE COAT MANCE B BHIGH 56655 ROUTE 25LOCK FILLER TO Q ALL PENETRATIONS. THE INTERIOR WALLS. APPLY A COAT OF HIGH SOUTHOLD,TOWN OF SOUTHOLD "BENJAMIN MOORE SUPER SPEC HP PERFORMANCE BLOCK FILLER TO SUFFOLK COUNTY,NEW YORK 8"SPLIT FACE BLOCK WATERBORNE BLOCK FILLER P31" PROCESS TANK BLOWER THE INTERIOR WALLS. PROCESS TANK "BENJAMIN MOORE SUPER SPEC HP c""my Tay Map a eer. c""vrn N"neer. BLOWER 8"SPLIT FACE BLOCK 6"CONCRETE BASE WATERBORNE BLOCK FILLER P31" 1000-63-3-15 Regaa,oryRe�eren,,e Number. „I Tile of D,awmg: 6"REINFORCED CONCRETE SLAB VAPOR BARRIER ii HUNCH FOOTING FH-1 HUNCH FOOTING 6"REINFORCED CONCRETE SLAB CONTROL BLDG■O 12"OF 3/4"CRUSHED HUNCH FOOTING FH-1 SEE DETAIL,SHT.S-2 FH-2.SEE DETAIL, ROCK SUB-BASE SEE DETAIL,SHT.S-2 VAPOR BARRIER _ ii SHT.S-2 12"OF 3/4"CRUSHED ROCK SUB-BASE -�`-�- EXPANSION JOINT TYP EXPANSION JOINT TYP ELEVATIONS& TOP OFSLAB SECTIONS f \ ELEV.32.50' TOP OF SLAB SCDHS APPROVAL I 1 ' 1 BOX t i _ GRADE 32.00 ELEV.32.50' i GRADE 32.00 m Suffolk County Department of Health Services s �� /� Approvatfor Conshvction-Other Than Single Family D.,g N"e, R (SEE SHT.S-1)�\\�\\�\\�\\�\\�\ /�\/,CONTRO FILL\�\�\ OF NEW ////////// Reference No. C-22-0081 Design Flow'11,420 GPD TOP OF FOOTING (SEE SHT.S-1) �'t p11DREW C P� ���1�1U���� TOP OF FOOTING - ELEV.28.50' ELEV.28.50' Uses Hotel&Restaurant () These plans have been reviewed for general conformance with Suffolk APPLY DAMPROOFING TO ALL -- m m 6"CONCRETE BASEFOUNDATION EXTERIOR SURFACES APPLY DAMPROOFING TO ALL County Department of Health Services standards,relating to water W k E FOUNDATION EXTERIOR supply and sewage disposal.Regardless of any emissions, W o M. BELOW GRADE TYP. inconsistencies or lack of detail,construction is required to be in 2f �V= snee, 1 1 er SURFACES BELOW GRADE TYP. U �` 092523 22 - accordance with the attached permit conditions and applicable tv SECTION A—A LINE OF STRIP FOOTING ELEVATION p _2 standards,unless specirtcally waived by the Department.This approval awce r,olao uumeer. SECTION B—B LINE OF STRIP FOOTING ELEVATION FESSIO " expires 3 years from the approval date�un/fess extended renewed. SCALE:1/4"=V 12/13/23 .sem G� a"awe",i:eaa a daaai AVG1803 E ,o,eiea"Ai­,­d.,7209 eocumen,e SCALE:1/4"=1' Approval Date ""Ya,k"Ai - "f,ea New York Bta,e Etlure,ion law STRUCTURAL SPECIFICATIONS I.CODES AND STANDARDS III.REINFORCED CONCRETE IV.FOUNDATIONS A.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE"2020 NEW YORK STATE A.UNLESS OTHERWISE NOTED: A.ALL FOOTINGS ARE DESIGNED TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BUILDING CODE",LATEST EDITION,WITH THE SPECIFICATION,AND WITH BEARING CAPACITY OF 2.0 TONS PER SQUARE FOOT,UNLESS OTHERWISE NOTED. THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 1.ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING ALL EXISTING LOOSE FILL AND UNSATISFACTORY BEARING MATERIAL SHALL BE TO ASTM A615,GRADE 60. REMOVED FROM THE SITE. PWGC B.WHERE MORE STRINGENT,THE LATEST EDITION OF THE FOLLOWING CODES 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. B.CONTRACTOR SHALL SUBMIT CONTROL FILL SPECIFICATION FOR APPROVAL OF SHALL APPLY TO WORK: THE ENGINEER. CONTROL FILL SHALL BE WELL GRADED MATERIAL,FREE OF CLIENT DRIVEN SOLUTIONS FOREIGN OBJECTS,AND HAVE A MIN.BEARING CAPACITY OF 2 TONS PER 1."BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE",ACI 318,2019. SQUARE FOOT. P.W.GROSSER CONSULTING ENGINEER B.CONCRETE MIX DESIGNS REQUIRED ARE LISTED BELOW. ALL CONCRETE MIXES PORTIONS FOR NORMAL, AND HYDROGEOLOGIST,P.C. 2."STANDARD PRACTICE FOR SELECTING PROSHALL CONFORM TO THE PROVISIONS FOR CONCRETE QUALITY CONTAINED C.BACKFILL OF CONTROL FILL SHALL BE DONE IN 10-INCH LIFTS MAX.,AND HEAVYWEIGHT AND MASS CONCRETE",ACI PROPORTIONS S F IN CHAPTER 5,ACI 318.COMPRESSIVE STRENGTH,F'c,IS MEASURED CONTRACTOR SHALL OBTAIN THE SERVICES OF A QUALIFIED MATERIALS TESTING 630 Johnson Avenue..Suite? AT 28 DAYS AGE,EXCEPT IF HIGH STRENGTH CEMENT IS USED. COMPANY TO VERIFY SOIL COMPACTION TO A MINIMUM OF 95%MODIFIED Bohemia.Avenue. 11716-uite F'C IS MEASURED AT 7 DAYS AGE. PROCTOR IN ACCORDANCE WITH ASTM D 1557. PROCTOR. Phone:(631)589-6353.Fax:(631)589-8705 3."RECOMMENDED PRACTICE FOR EVALUATION OF STRENGTH TEST RESULTS E-mail:INFO@PWGROSSER.COM OF CONCRETE",ACI 214,2019. D.DEWATERING SHALL BE PROVIDED AS REQUIRED SO THAT EXCAVATION,CONCRETE MAXIMUM WORK AND BACKFILLING ARE PERFORMED IN THE DRY. CONSULTANTS 4."SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING",ACI 301,2020. MINIMUM MAXIMUM WATER CEMENT f'c CEMENT SLUMP RATIO E.TEMPORARY BRACING,SHEETING AND SHORING,ETC.SHALL BE THE SOLE 5."RECOMMENDED PRACTICE FOR MEASURING,MIXING,TRANSPORTING (PSI)* (LOS.PER C.Y.) (IN) RESPONSIBILITY OF THE CONTRACTOR,AND SHALL BE DESIGNED,FABRICATED AND PLACING CONCRETE",ACI 304,2009. 4,000 NORMAL WEIGHT 700 3"f1" 0.45 AND INSTALLED IN ACCORDANCE WITH ACCEPTED DRAWINGS PREPARED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE 6."PLACING CONCRETE BY PUMPING METHODS",ACI 304.2R.,2017. 1 1 1 OF NEW YORK. * f'c SHALL BE 28 DAY STRENGTH. F.CONTRACTOR SHALL NOT POUR CONCRETE UNTIL FIELD BORINGS 7."HOT WEATHER CONCRETING",ACI 305R.,2020. HAS BEEN PERFORMED AND CHECKED BY THE ENGINEER 8."COLD WEATHER CONCRETING",ACI 306R.,2016. V.MISCELLANEOUS MATERIAL 9 "STANDARD PRACTICE FOR CURING CONCRETE",ACI 308.,2016. C.PROVIDE CONCRETE WITH THE FOLLOWING PROPERTIES IN THE LOCATIONS INDICATED: A.JOINT FILLER-PREFORMED,NON-EXTRUDING,RESILIENT TYPE,NON-ASPHALTIC 10."STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE",ACI 309.,2015. CONFORMING TO ASTM D1752. COARSE B.DRILLED-IN ANCHORS INTO WORK SHALL BE EXPANSION TYPE UNLESS NOTED 11."CONCRETE SANITARY ENGINEERING STRUCTURES",ACI 350R.,2006. F'c AGGREGATE LOCATIONS OTHERWISE.ACCEPTABLE ANCHORS: KWIK BOLT II BY HILTI FASTENING SYSTEMS, TULSA,OKLAHOMA;RED HEAD WEDGE ANCHORS BY ITT PHILLIPS 12."BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES", 4,000 PSI NORMAL WEIGHT WALLS AND TANK DRILL DIVISION,OR OTHER ACCEPTED BY ENGINEER. ACI 530.,2013. BASE SLAB STEEL MEMBER PAINTING SHALL BE BENJAMIN MOORE,ONE COAT OF METAL 13."NATIONAL ELECTRICAL CODE",NEC 2020. 4,000 PSI NORMAL WEIGHT ALL CONCRETE PRIMER,AND TWO PART EPDXY PAINT.COLOR TO BE CHOSEN BY OWNER. 14."MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER UNLESS SPECIFICALLY SHOWN OTHERWISE VI.SUBMITTALS STRUCTURES",ASCE-7,2022. C.REFERENCE DOCUMENTS: A.GENERAL:SUBMIT SAMPLES,SHOP DRAWINGS,PRODUCT DATA,TEST REPORTS D.SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN AND DATA,MANUFACTURER'S NAMES,CERTIFICATIONS AND PROCEDURES 1."ACI DETAILING MANUAL-1988",SP-66(INCLUDES ACI 315-80 IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER.UNLESS FOR ALL SPECIFIED ITEMS AND AS REQUESTED.SHOP DRAWINGS SHALL CONFORM OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO THE BEST STANDARDS OF THE CONSTRUCTION INDUSTRY,AND SHALL BE AND ACI 315R-80). TO DEVELOP ITS FULL TENSILE CAPACITY IN ACCORDANCE WITH ACI 318. PREPARED BY AND UNDER THE SUPERVISION OF COMPETENT ENGINEERING 2."MANUAL OF STANDARD PRACTICE",CONCRETE REINFORCING STEEL PERSONNEL. INSTITUTE. E.REINFORCING BAR DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI-318 UNLESS NOTED OTHERWISE. B.REINFORCED CONCRETE: 3."STANDARD TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", F.DETAILING OF REINFORCING STEEL SHALL CONFORM TO"ACI MANUAL OF STANDARD 1.SUBMIT REINFORCING STEEL SHOP DRAWINGS INCLUDING APPLICABLE ACI 117. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"(ACI 315). BAR LISTS AND BENDING SCHEDULES.INDICATE ALL LAP LENGTHS DEPARTMENT AND LOCATIONS AND CLEAR COVER ON REINFORCING STEEL 4."RECOMMENDED PRACTICE FOR CONCRETE FORMWORK",ACI 347 G.MINIMUM CONCRETE COVER FOR REINFORCEMENT(SUBJECT TO TOLERANCES IN THE PLACING PLANS. REFERENCE NO. WITH THE SPECIFIC DELETION OF REFERENCE TO TOLERANCES WHERE IN CONFLICT WITH THIS SPECIFICATION.TOLERANCES GIVEN IN ACI 117 PERMITTED BY CODE)SHALL BE AS GIVEN IN PARAGRAPH 7.7.1 OF ACI 318, 2.SUBMIT CERTIFIED MILL TEST REPORTS FOR CEMENT AND STEEL SHALL APPLY TO THE WORK. UNLESS OTHERWISE INDICATED. REINFORCING UPON REQUEST. H.ALL WALL AND FLOOR SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY 3.SUBMIT CONCRETE MIX DESIGN. II.GENERAL HORIZONTAL CONSTRUCTION JOINTS,UNLESS SHOWN IN THE CONTRACT DRAWINGS. 4.SUBMIT CATALOG CUTS FOR TIES,WATERSTOPS,VAPOR BARRIER, SCDHS: C-22-0081 A. THIS PROJECT HAS BEEN DESIGNED FOR THE WEIGHTS OF MATERIALS INDICATED AND EXPANSION ANCHORS. IN THE DESIGN DATA.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE I. CONCRETE MIX:CONTRACTOR'S MIX DESIGN SHALL INCLUDE WRITTEN ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN DESCRIPTIONS OF CONTRACTOR'S METHODS FOR MIXING,PLACING AND CONVEYING 8 REVISED PER SCDHS COMMENTS 11/22/2023 AND CONSTRUCTION OF FALSEWORK,FORMWORK,STAGING,BRACING,SHEETING, SUCH CONCRETE.CONCRETE MIX SHALL BE PREPARED TO PROVIDE CONCRETE C.SUBMIT CONTROL FILL SPECIFICATIONS 7 REVISED PER CLIENT 10/24/2023 SHORING,ETC. WITH 3"f1-1/2"MAXIMUM SLUMP MEASURED AT THE POINT OF DELIVERY. 6 REVISED PER CLIENT 09/01/2023 ALL CONCRETE OTHER THAN FOR FOOTINGS SHALL BE AIR-ENTRAINED TO 4 TO 6 5 REVISED PER SCDHS COMMENTS 07/26/2023 B. PRIOR TO CONSTRUCTION,CONTRACTOR SHALL VERIFY STRUCTURAL j.ALL REVISED PER SCDHS COMMENTS 06/30/2023 ELEVATIONS AND DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER PERCENT.EXTERIOR CONCRETE SHALL BE AIR ENTRAINED TO 5 TO 7 PERCENT. VII.CONTROLLED INSPECTION 3 REVISED PER SCDHS COMMENTS 06/05/2023 DRAWINGS;COORDINATE LOCATION OF SLEEVES AND OPENINGS CALCIUM CHLORIDE IS NOT PERMITTED FOR USE IN CONCRETE. 2 REVISED PER SCDHS COMMENTS 03/21/2023 THROUGH THE STRUCTURE,SLAB DEPRESSIONS,FLOOR DRAINS,INSERTS, A.PROVIDE CONTROLLED INSPECTION FOR INSTALLATION OF: 1 REVISED PER SCDHS COMMENTS 11/17/2022 N,m, Ri-,Deee,�pr°° AND OTHER RELATED ITEMS. K.AGGREGATE:COARSE AGGREGATE SHALL BE NORMAL WEIGHT ASTM C33 MAX 1-INCH SIZE. 1.FOUNDATION BEARING SURFACES. DeNyeasy Dmsemwea C. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS BAC/LT OF DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK;FOR WORK 2.CAST-IN-PLACE CONCRETE. De By LT Daz c a 11/11/2022 TO BE CONFIRMED AND CORRELATED AT THE SITE;FOR INFORMATION PERTAINING L.LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS App-d By sale TO THE FABRICATION PROCEDURE OR TO THE MEANS,METHODS,TECHNIQUES, OF THE CONTRACT DOCUMENTS,CONFORMANCE WITH ACI 318,AND ACCEPTANCE 3.SUB-GRADE BELOW SLAB ON GROUND. BAG ASNOTED SEQUENCES AND PROCEDURES OF CONSTRUCTION;AND FOR THE COORDINATION OF THE ENGINEER. g1ail. OF STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES.THE VERIFICATION B.ALL CONTROLLED INSPECTION SHALL BE DONE UNDER THE SUPERVISION THE ENCLAVES OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE WORK FROM PLANS SPLICES OF WWF,AT ALL SPLICED EDGES,SHALL BE SUCH THAT THE OVERLAP OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. 56655 ROUTE 25 AND SPECIFICATIONS AND IN THE FIELD IS THE CONTRACTOR'S SOLE RESPONSIBILITY. M.MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET REPORTS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW. REVIEW OF CONTRACTOR'S SUBMISSIONS DOES NOT RELIEVE CONTRACTOR IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, SOUTHOLD,NY 11971 FROM THESE RESPONSIBILITIES. N.NOR LESS THAN 8",AND IN ACCORDANCE WITH PARAGRAPH 12.18 of ACI-318. VIII.SCHEDULE Pei"t. �+ 0.WELDING OF REINFORCING BARS IS PROHIBITED. THE ENCLAVES D. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATION OF OPENINGS A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS OR RECESSES IN WALLS AND SLABS AND OTHER DIMENSIONS NOT SHOWN PRIOR TO POURING CONCRETE.ALL CONCRETE POURS SHALL BE PROPOSED SEWAGE IN STRUCTURAL DRAWINGS. BAR SUPPORTS SHALL BE ALL-GALVANIZED METAL WITH PLASTIC TIPS. SUBJECT TO THE INSPECTION BY THE SCDHS. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION P.ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT TREATMENT PLANT REGARDING SIZE AND LOCATION OF OPENINGS FOR DUCTS,PIPES,CONDUITS, DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE.TIE WIRE SHALL BE MACHINE PADS,ETC. 16 GAUGE CONFORMING TO ASTM A82. P,°ieC ddfz55 56655 ROUTE 25 PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT SHOWN Q.REINFORCING STEEL SUPPORTED ON THE GROUND SHALL BE PLACED ON PRECAST SOUTHOLD,TOWN OF SOUTHOLD IN THE STRUCTURAL DRAWINGS,EITHER DIRECTLY OR BY TYPICAL DETAIL, BLOCKS PRODUCED SPECIFICALLY FOR THE INTENDED PURPOSE. SUFFOLK COUNTY,NEW YORK SHALL BE SUBMITTED FOR ACCEPTANCE. R SLAB-ON-GROUND: STRUCTURAL DESIGN CRITERIA °°°°'yTe,Mep"°'»°°°1000-63-3-15 E. ALL CONCRETE MASONRY UNITS CONTAINING MASONRY ANCHORS,DOWELS, REINFORCING STEEL,ETC.SHALL BE FILLED SOLID WITH GROUT. 1•CAST OVER A MINIMUM OF 12 INCHES OF FREE DRAINING GRAVEL FILL. Re,aet°�Refe,e­N,mee, REQUIRED SUPERIMPOSED DEAD LOAD(PSF) SUPERIMPOSED Tae°rumm PROVIDE VAPOR BARRIER OVER GRAVEL FILL AS BOTTOM FORM FOR SLAB DEAD LOAD REFERENCE ON GROUND.OVERLAP JOINTS AND BOND TOGETHER IN ACCORDANCE ROOFING MECH/ELEC TOTAL PROVIDED(PSF) STRUCTURAL WITH MANUFACTURER'S RECOMMENDATIONS.PROVIDE MOISTOP GRADE 395 ROOF 20 5 25 25 ASCE 7-10 BY FORTIFIBER CORP.OR OTHER ACCEPTED BY ENGINEER. FLOOR - 200 200 200 ASCE 7-10 NOTES LIVE LOAD REQUIRED LIVE LOAD(PSF) PROVIDED(PSF) REFERENCE ROOF 20 20 NYSBC TABLE 1607.1 SCDHS APPROVALBOX FLOOR 100 100 NYSBC TABLE 1607.1 Suffo11•CountyDepartmentofHealthServices Approval for Construction-Other Than Single Family oawis N°mee, 2 SNOW LOAD OF NEW REQUIRED SNOW LOAD PSF REFERENCE Reference No. o-22-oast pesign Flow 11,420 GPD �F N Yo (PSF) PROVIDED(PSF) �Q DREW GIL Uses Hotel&Restaurant �Q?P C'flp ROOF 15.75 15.75 ASCE 7-10 These plans have been reviewed for general conformance with Suffolk * c WIND LOAD County Department of Health Services standards,relating to water c m REQUIRED WIND LOAD PSF REFERENCE supply and sewage disposal.Regardless of any omissions, C� W " (PSF) PROVIDED(PSF) = snee, °, o inconsistencies or lack of detail,construction is required to be in 2 ROOF accordance with the attached permit conditions and applicable �(� 092523 �V 12 22 27.40 27.40 ASCE 7-10 Op standards,unless specifically waived by the Department.This approval WALL 22,80 22.80 ASCE 7-10 expires 3 years from the approval date,unless extended or renewed. FESSIO PwcC Pr,tN,ftr Dh,,d,ted are���°�°,eddit�°� AVG1803 E 12113123 Gi' to tM1isarswiAiantlr-t tlo20ments _ a vltla�ion°f5°Ed 120.9 Approval Date °rtn�e New r°,k sm�°Ea- °�,. 8"THICK HOLLOWCORE PLANK BY FABCON PRECAST OR 3"BEARING ON 25'-0" - APPROVED EQUAL EXTERIOR BEARING WALL(TYP.) 24'-0" 1 0 8"CMU PWGC WALL TYP. r — --------------------------------------------—, CLIENT DRIVEN SOLUTIONS P.W.GROSSER 1"BEARING ° 1"BEARING AND HYDROGEOLOGIST P.C. — ------------------ I (TYP.EXTERIOR ° d° d e o d° a d° °d d° °d (TYP.EXTERIOR r I CONTINUOUS CONCRETE SIDE LAP WALL) SIDE LAP WALL) 630 Johnson Avenue..Suite 7 FOOTING(TYP.) a 8"CMU WALL Bohemia. .11716-2618 ° ° ° Phone:(631)589E35353.Fax:(631)589-8705 HUNCH FOOTING UNDER WALL.SEEd d d d d d E-mail:INFO@PWGROSSER.COM ( DETAIL SECTION No.2,SHT.S-2 2-0 T CMU BEARING WALL d d d d G CONTINUOUS FOUNDATION (TYP.ALL EXTERIOR WALLS) - - ° CONSULTANTS 14'-6" i i I I i I WALL(TYP.) 2 I I e d ° d � d ° °°.d d S-2 I 1'_0•' EXPANSION JOINTS AT a - - a SLAB PERIMETER 12'-8" SPANd d ° d d ° d d 4 ° d d d ° 6"RE NFORCED I I - ' CONCRETE SLAB I I 1 d' .,a ° d° oQ ° 4° d ° d° d ° d° d ° d° 1 TOP ELEV.32.50 I I$-2 °d °4 14 -`4 °d S-2 B"MASONRY SPLIT FACED d° : - d° -:d° - a° d° BLOCK WALL i i d .... d .., d° ... d d °- d L 1 1 2 2 IL----------- -----I — ------------------- ° $; °d °d °d: L----------------- ----------------------------J — — 24,_0" #5 BARS AT 12"O.C.EACH WAY TOP AND BOTTOM @ SLAB ON GRADE 3"BEARING(TYP.) f' 8"CMU WALL(TYP.) FOUNDATION PLAN ROOF FRAMING PLAN SCALE:1/4"=1' SCALE: =1' DEPARTMENT o REFERENCE NO. TOP OF WALL ELEV.46.50' OL TOP OF HOLLOWCORE PLANK az r STRUCTURAL NOTES: SCDHS: C-22-0081 TOP OF HOLLOWCORE PLANK ROOF PLANK ELEV.45.17' ELEV.45.17' a. ALL TANKS AND STRUCTURES SHALL BE DESIGNED IN ACCORDANCE WITH THE ROOF PLANK FOLLOWING CODES: OLCONTINUOUS BOND BEAM WITH TWO 2 i. BUILDING CODE OF NEW YORK STATE,LATEST EDITION. CONTINUOUS BOND BEAM WITH TWO 2 -8 ii. ASCE-7,LATEST EDITION. NO.5 BARS(TYP.) NO.5 BARS(TYP.) iii. STEEL DESIGN SHALL BE IN ACCORDANCE WITH AIC MANUAL OF STEEL 8 REVISED PER SCDHS COMMENTS 11/22/2023 PLAN VIEW CONSTRUCTION. 7 REVISED PER CLIENT 10/24/2023' 'rv. CONCRETE DESIGN SHALL BE IN ACCORDANCE WITH ACI STANDARDS, 6 REVISED PER CLIENT 09/01/2023 q'-10^ SPECIALLY BUT NOT LIMIT TO ACI 318 AND ACI 350. 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 h. FOR ALL CONCRETE POURED IN PLACE,A CONCRETE TESTING LAB,ACCEPTABLE 3 REVISED PER SCDHS COMMENTS 06/05/2023 1 TO THE SCDPW,SHALL BE UTILIZED AT BOTH THE CONCRETE BATCHING PLANT 2 REVISED PER SCDHS COMMENTS 03/21/2023 AND THE PROJECT SITE. 1 REVISED PER SCDHS COMMENTS 11/17/2022 TWO(2)NO.5 BARS,VERTICALLY, "��• PLAN VIEW N,mbe, ­,c—,prnn as"ism"cera EVERY 4'-0"O.C.IN FULLY GROUTED NO.5 BARS,VERTICALLY,EVERY 4'-0" 8„ 1 v2•• CELLS OF 8"MASONRY SPLIT FACED O.C.IN FULLY GROUTED CELLS OF #4C@12"O.C.E.F. NEW 8"MASONRY SPLIT FACED BLOCK DeDgnea sy Dare s„nmwea - BLOCK WALL(TYP.ALL WALLS) 1 Drawn By BAC/LT Daze c,earad WALL(TYP.ALL WALLS) LT 11/11/2022 Appmretl By scale 1 112" BAG AS NOTED BESST TANK FOUNDATION SLAB DETAIL g1e0C THE ENCLAVES 12'-D" SCALE:NOT TO SCALE #4@12"O.C.E.F. 56655 ROUTE 25 12'-0" SOUTHOLD,NY 11971 ODOR CONTROL CONCRETE PAD DETAIL P`"t I THE ENCLAVES 2'-9^ °'i9•' SCALE:NOT TO SCALE 4-INCH CMU REINFORCED WALL PROPOSED SEWAGE #5 BARS AT 12"O.C.EACH PLAN VIEW WAY @SLAB ON GRADE TREATMENT PLANT vz^ TWO(2)No.5 BARS AT 48"O.C. _ 4� P"'-'- (2- 'a (2'MIN EMBEDMENT) 1 } 56655 ROUTE 25 ALIGNED WITH MASONRY No.5 BARS AT 48"O.C. 12, (7"MIN.HOOK EMBEDMENT) 1' SOUTHOLD,TOWN OF SOUTHOLD REINFORCEMENT ALIGNED WITH MASONRY REINFORCEMENT 1112° SUFFOLK COUNTY,NEW YORK 30"MIN. 30"MIN. LAP SPLICE LAP SPLICE 6„ c"�myra.map N�mbe,: c"n N,mbe,: (TYP.) (TYP.) �-6"f 1000-63-3-15 #4@12"O.C.E.F. RegaaroryRereren,,e Numbe,. TOP OF SLAB TOP OF SLAB 1 y ELEV.32.50' ELEV.32.50' rae nr Dmmna: OILGRADE 32.00 GENERATOR CONCRETE PAD DETAIL HUNCH SLAB FH-1 DETAIL : \0 %`Z/'//'`/\`'yCONTROL BUILDING SCALE:NOT TO SCALE SCALE:NOT TO SCALE T-0" HUNCH FOOTING CENTER ON WALL FOUNDATION& SEE DETAIL,SHT.S-2 8"HALLOWCORE PLANK BY 90 DEGREE BEND HOOK FABCON PRECAST OR APPROVED (TYP.) #5 BARS AT 12"O.C.EACH EQUAL. _ WAY @ SLAB ON GRADE 1 STRAND AREA=0.805 SQ.FT.MIN. y 1 ROOF PLANS TOP OF FOOTING _ 8„ Suffolk County Department of Health Services ELEV.20.50' - - Fo O O.O O O Q Approval for Construction-Other Than Single Family FN Dewing N"mbe,� 9< 11 ° Reference No. Design Flow _ P ~ C-22-0081 420 GPD ��,0 EwWy, 6 ° 6 Uses Hotel&Restaurant Q�P C90 2'-0" 2#4 BARS CONTINUOUS&#4 BARS ° --� () * AT 2'-6"O.C. (�1,y f 6 These plans have been reviewed for general conformance with Suffolk 9 -CONCRETE COMPRESSIVE STRENGTH=5,000 PSI County Department of Health Services standards,relating to water 2' supply and sewage disposal.Regardless of any emissions, = sneer dg inconsistencies or lack of detail,construction is required to be in yf �1V\ 13 22 SECTION No.1 2 SECTION No.2 accordance with the attached permit conditions and applicable F� 092523 HUNCH N C H S LAB F H-2 DETAIL HOLLOWCORE PLANK DETAIL standards,unless from the approval waived by the Department.This approval p FESSIO w PWGC Praleci Number'. expires 3}'ears from the approval date�unle�ss extended or renewed. SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE '/��"" Unauma,ada armnn,aaaitn AVG1 803=w SCALE:NOT TO SCALE 12/13/23 rn nis d-,g a"a,tl ddnaumenre _ a"iaarmn nr saarion s2ca Approval Date drn�N ,bsrare Ea­r�orr. _ 42.00 CONSTANT HEAD/ 42.00 41.0041.00 40.00 PIPING TO MECH.SCREEN 40.00 "olA PVC SCH 50 PIPE PAK,'jHALL FLU 39.00 39.00 38.00 PREVENTION FRozEN To ALL PIPE 38.00 ABOVE GRADE G 37.00 I'. �NK HOL -- STA 37.00 PUMP 36.00 1 D 0 36.00 MEAsuREMENr LEACHING 35.00 35.00 FORCE MAIN PIPINGPOOL 34.00 - 34.00 TOP ELEV.33.00 U INv.ELEv.31.s, 33.00 CONTROL PIPING TOP OF TANK ELEV.32.50 ELEV.32.]8 33.00 32.00 RIM ELEv.3zae RIM ELEv.3,.991oLP-,az; RIM ELEV.VARIES,SEE SHEET C-2 32.00 31.00 e 31.00 30.00 EV.83.E FF 30.00 CLIENT DRIVEN SOLUTIONS 29.00 CONTROL PIPING 6'0 SCH.10 INLET PIED-" 29.00 INV.ELEV.30.40 1Nv:ELE".61.16 P.W.GROSSER CONSULTING ENGINEER UGH za.00 za.ao 27.00 TR-H 1 VETT° 700PARSHALL AND HYDROGEOLOGIST,P.C. 26.00 e FLUIAE INV.ELEV.29.50 "O DR-18 PVC PIPE "0 DR-18 PVC PIPE 6"O DR-18 PVC PIP 26.00 PWG °e DR-18 PVC PPE 630 Johnson Avenue..Suite 7 25.00 25.00 Bohemia.NY.11716-2618 INV.ELEV.29.20 INV.ELEV.Ld.95 INE 28.25(DLP-1 82) TO L0.1,2,3,J 20.00 20.00 Phone:(631)589E353.Fax:(631)589-8705 23.00Nil 23.00 E-mail:INFO@PWGROSSER.COM 22.00 a"o Pvc DR-ta PIPING FRo 2200 MANHOLE INv.,sag PIPING TO MECH.scREEN BUT.ELEV.21.50CONSULTANTS 21.00 - 21.00 BOT.ELEV.20.50 =i'7�'� ae ,,. ......Y.,....v.. ..........:....a... 20.00 CE MAI 20.00 19.00 1660 HWL ALARM.BOTH PUMPS 0 PIF'I NG FROM S.H.T. 19.60 MULTTR DEl 1&.55 LAG PUMP ON(MULTITRODE) 18.00 1 s.oa 17.00 PIPING FROM CONSTANT 17 OO 16.00 INV.ELEV.25.15 16.00 6.40'EFF. 15.00 DEPTH H;1s'ED.sT Ru oN LEACH NC Pool(DLR1a2) 15.00 ECT.ELEV.iS0010LP-1 FZ) 14.00 eoTELEv.of 10.70 LP-1 TO LPdI 14.00 13.00 13.00 12.00 1240 LEAD PUMP ON(MULnTRODE] 12.00 11.00 11.80 LW'Gis,(MULTTRODE) TVVO(2)SOLIDS HANDLING EXPLOSION PROOF PUMPS 11.00 10.00 998 BOTTOMoPL WINNER DAMETER 10.00 WEL 9.00 9.00 NOTE: HYDRAULIC PROFILE HIGHEST EXPECTED GROUND WATER AT ELEVATION 51. SCALE 1"=6' VERTICAL N.T.S.HORIZONTAL 0 0 0 6" 6 6„ o 6„ o 0 LEGEND 6 6" DEPARTMENT NEW PIPING FLOW MONITORING o 0 REFERENCE NO. DIRECTION OF FLOW STATION AERATION CLARIFIER ANOXIC TANK ANOXIC TANK CLARIFIER AERATION SLUDGE 6„ 6" cJ TANK TANK HOLDING 6„ O TELESCOPING VALVE TANK 6 0 6^ SUPERNATANT RETURN 6" 6„ o SCDHS: C-22-0081 S s s s 5 sis 5 sus s s s s s S_S_= © BALL VALVE w� w9 w9 wet w9 w9 w� w9 w9 Z w9 A=1 w9 w9 w9 w9 w9 w9 w9 w9 2„ m 2" AIR------OR AIR AIRS AIR AIR AIR AliFAIR AIR AIR DISTRIBUTION/ 8 REVISED PER SCDHS COMMENTS 11/22/2023 GATE VALVE 6" 1 6" 6" 2' � SAMPLING MANHOLE LEACHING POOL 7 REVISED PER CLIENT 10/24/2023 2 AIR IN2 AIR IN GROUND WATER DISPOSAL SYSTEM 6 REVISED PER CLIENT 09/01/2023 $ aA � A 5 REVISED PER SCDHS COMMENTS 07/26/2023 CHECK VALVE AIR IN " ( 2, 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 2 REVISED PER SCDHS COMMENTS 03/21/2023 H PLUG VALVE p A 1 REVISED PER SCDHS COMMENTS 11/17/2022 N�mdar Re��am�Daac,�pror, Ra"�a�er,Dam O Deay�ea av Dam s"emwea g BUTTERFLY VALVE � � � BAC/LT A A Dawn Ey Date N'­ LT y" 1 y"1 y' LT 11/11/2022 App,P,d By Scale 12" 1 Y"1 Ya" 1 y„ BAG AS NOTED `1J PUMP A A NOMULTITRODE CONTROLLER _ THE ENCLAVES I56655 ROUTE 25 z'1 >2" SOUTHOLD,NY 11971 ❑F DOPLER FLOW METER oIt III A A THE ENCLAVES SV SLIDE GATE VALVE0 A PROPOSED SEWAGE � N N REDUCER FITTING o D = TREATMENT PLANT A A � iI g � P,oiacl waaaa: AIR AIR PIPING(BLOWER)) ocococ ocococ�ocococ ococ�oco� ocococott�ococococ 56655 ROUTE 25 6 T m u, 6„ � p A SOUTHOLD,TOWN OF SOUTHOLD oc AIR PIPING(ODOR CONTROL) a o SUFFOLK COUNTY,NEW YORK in AIR AIR "' AIR counlyTay Map Nunmer: contract Numeer: 8"O INFLUENT SEWER LINE N AIR AIR J,}�,`AIR FAIR 1000-63-3-15 MECHANICAL SCREEN v 222" to Re9Dal°"rmle`e°aaN°mde` (SANITARY MANHOLE) ° 5 5 S S S S S - Tile of Drawm9: 4"1 HYDRAULIC M ° 61, PROFILE & o4" v' M, oc oc oc 6" a AERATION BLOWERS ODOR CONTROL , FLOW SCHEMATIC RETURN m FLOW Suffolk Count),Department of Health Services S CONTROL BUILDING pat o EXTERIOR INFLUENT PUMP STATION �� Approval for Construction-Other Than Single Family D�a,,,m9 Namee, R 6" w w o OF NEW (INFLUENT SAMPLING LOCATION IF LL L N Reference No. C-22-0061 Design Flow 11.420 GPD P�� y0 s NECESSARY) T Q Q > - t ANDREW m m °0 6" Use(,) Hotel&Restaurant61 5 S These plans have been reviewed for general conformance with Suffolk w E County Department of Health Services standards,relating to water � O supply and sewage disposal.Regardless of any omissions, W snaal er 0 ° mconsistencies m lack of detail,construction is required to be in 2 p 4 accordance with the attached permit conditions and applicable �F� 092523 14 22 PROCESS FLOW SCHEMATIC standards,unless specifically Halvedbythe Department.Thiswed p CONSTANT HEAD/ OCOCOC expires 3}'ears from the approval date,unless extended or renewed. FESSIO Pwcc Pr°jecl Numoer. SPLITTER BOX - u°� w SCALE:NOT TO SCALE th,,d Inca U°,aaa AVG1803_ 12/13/23 1°a�a e,aw�c9 ara,eama a°20mema aEda"atsa7209ca A royal Dale orina Naw rorram EaE s -oc T,. 6"DIA.PVC SCH.40 ODOR CONTROL PIPING 6"DIA.PVC SCH.G AIR HOT&COLD WATER COPPER LINES PIPING(DISCHARGE) MOUNTED AT CEILING PROVIDE 90°FITTING AND S.S.SCREEN 2 GPM POINT OF USE ELECTRIC HOT _\ WATER HEATER i 6"DIA.PVC SCH. AIR�PIPING(DISCHARGE) PROVIDE 90°FITTING AND PWGC S.S.SCREEN a I.. CLIENT DRIVEN SOLUTIONS '—' P.W.GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST,P.C. 630 Johnson Avenue..Suite 7 NEW BATHROOM EXHAUST FAN Bohemia.NY.11716-2618 Phone:(631)589-6353.Fax:(631)589-8705 NEW ADJUSTABLE AIR °° ° O Q 2"PVC SCH.80 VENT LINE TROUGH ROOF E-mail:INFO@PWGROSSER.COM INTAKE LOUVER. 'd r, .° EQUIPMENTt BUILDING CONSULTANTS MAKE:GREENHECK —————— MODEL:EADC-601(24"X 23") 31 ? ----- ---" EQUIPMENT: THREE(3)BLOWERS(AERATION/RAS LIFT,SLUDGE,AND STANDBY BLOWER) NEW BLOWER No.1 9 1C MAKE: KAESER. KAESER-BB 52C I MODEL: BB 52C (SLUDGE HOLDING TANK) I NOTE: -WITH TEFC MOTORS 5 200 VOLT,3 PHASE,60 HZ. B -PROCESS BLOWERS TO BE CONTROLLED WITH VARIABLE FREQUENCY �4 FURNISHED DRIVES BLOWER DISTRIBUTION z4" > BY BEEST MANIFOLD REFER TO SHT. SYSTEM EQUIPMENT: ODOR CONTROL TREATMENT SYSTEM(DUAL CANISTER) M-366, Irk — SAN SAN SAN SAf SAN I NEW STAINLESS STEEL SINK WITH STAINLESS 0 MAKE: SIERRA ENVIRONMENTAL BESST CLEAN OUT STEEL BASE AND ADJACENT WORKING TRAY. MODEL: FRP 500 CFM TOP MOUNTED NEW BLOWER No.2 { f 1 CONTROL DESK 3 (TYP,) EMERGENCY EYEWASH STATION,MODEL NOTE: -1.OHP,SINGLE PHASE,115 VOLT,60 HZ. a -WITH SOUND ATTENTION KAESER-BB 52C j PANEL FLOW METER/ SPEAKMAN SE 580 STANDBY BLOWER (BST) (CHART RECORDER EQUIPMENT: HOT WATER HEATER 1.5 KW ELECTRIC HEATER W/INTEGRAL _I I I THERMOSTAT 3C MAKE: 2 GALL C a MODEL: 2 GALLON MINIMUM CAPACITY AA j O AA LE p UNDERGROUND PVC SCH.80 SANITARY FURNISHED NOTE: NI-6 I 1 M-6 ABI WASTE LINES @ yy"PER FOpT MIN.SLOPE BY A. a 3 KW ELECTRIC HEATER W/ E E E 'Of CONTRACTOR EQUIPMENT: REDUCED PRESSURE ZONE "INTEGRAL THERMOSTATMAKE: FEBCO 4C MODEL: 825Y 4 ATS NOTE: I I — I I NEW BLOWER No.3 T� I I O V "vs N s Nvs Nvs Nvs a �I Q E KAESER-BB52C J n (AERATION/RAS AIR LIFT) hL 12"X12"X2"DRAIN PAN UNDER DUMP PORT 1"DIA.BALL VALVE m UTILITY �.> METER A REFER TO SITE PLAN FOR SANITARY PIPE F E E E E E I ROUTING ° LT-T-T-T-T 1"DIA.COPPER WATER SERVICE DEPARTMENT REFER TO SITE PLAN FOR PIPE ROUTING NOTE: REFERENCE NO. FROST FREE HOSE BIB AND BALL VALVE 1. CONTRACTOR SHALL PROVIDE THE FOLLOWING LABORATORY EQUIPMENT • (1)CENTRIFUGE WITH ES MECHANICAL FLOOR PLAN • (1)NITROGEN SERIESMETER AND REAGENTS SCDHS: C-22-0081 • (2)IMHOFF CONES AND BRACKET SCALE:3/8"=1' (1)PORTABLE DISSOLVED OXYGEN METER WITH CALIBRATION AND CLEANING KIT (1)PORTABLE PH METER 8 REVISED PER SCDHS COMMENTS 11/22/2023 • • (2)1,000 ML BEAKERS 7 REVISED PER CLIENT 10/24/2023 • (2)500 ML BEAKERS 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 • (2)100 ML BEAKERS 4 REVISED PER SCDHS COMMENTS 06/30/2023 • (2)250 ML BEAKERS 3 REVISED PER SCDHS COMMENTS 06/05/2023 • (2)SETTLEOMETERS 2 REVISED PER SCDHS COMMENTS 03/21/2023 • BOTTLE BRUSHES FOR SETTLEMETERS AND BEAKERS 1 REVISED PER SCDHS COMMENTS 11/17/2022 • (1)LABORATORY THERMOMETER(CALSIUS) N�mea, ae��sm�­�pro° r+e�smn Deja • (1)CHLORINE TEST KIT • (1)ALCONOX CLEANING AGENT Deey eery DteSibo- BAC/LT • (1)MICROSCOPE WITH SLIDES AND COVERS Dawn By • (1)SAFETY GOGGLES/GLASSES LT 11/11/2022 • (1)EYEWASH STATION App-d By BAG sale AS NOTED • (1)10 ML GRADUATED CYLINDER Mem: • (1)100 ML GRADUATED CYLINDER THE ENCLAVES BLOWER No.3 • (1)FUNNEL SLUDGE HOLDING BLOWER No.2 BLOWER No.1 • (1)WASH BOTTLE 56655 ROUTE 25 TANK STANDBY BLOWER AERATION/RAS AIR LIFT • PH BUFFER SOLUTION 4 AND 7 SOUTHOLD,NY 11971 • (1)SAMPLER AS DETERMINED BY TYPE OF SAMPLE POINT P"t. 3 KAESER BLOWERS 3 KAESER BLOWERS 3 KAESER BLOWERS THE ENCLAVES BB52C BB52C BB52C 2. CONTRACTOR SHALL FURNISH PROPOSED SEWAGE COMMERCIAL GRADE BATHROOMMFIXTURES. . 3. CONTRACTOR SHALL FURNISH A FOUR DRAWER METAL TREATMENT PLANT FILE CABINET MANUFACTURED BY"HON",AND A METAL 11 11 11 LOCKABLE OFFICE DESK. P,oie"waass: 56655 ROUTE 25 SOUTHOLD,TOWN OF SOUTHOLD 1 SUFFOLK COUNTY,NEW YORK 1 Goun�y Tax Map Number. Gonhavi Number. 3VALVE"DIA. 3"DIA. 3"DIA. 1000-63-3-15 (52 CFM) s2 eFM) (52 CFM) AIR PIPING SCHEDULE Fagdat°ryR ff a N,m, rtE of ommne: VALVE VALVE 3 BV 2O BV 1 BV PURPOSE No. TYPE SIZE BV(NOMALLY BV(NOMALLY BLOWER DISCHARGE VALVE. 3" CONTROL BLD(;. CLOSED) CLOSED) BLOWER No.1 B.F. O 3" — O 3" O BLOWER DISCHARGE VALVE. B F 3" MECHANICAL 2.5" BLOWER NO.2(STAND-BY BLOWER) 2 TO SLUDGE HOLDING TANK 10 TO AERATION/RAS AIR LIFT O PUMP BLOWER DISCHARGE VALVE. B F. S. PLAN (SEE MECHANICAL DRAWINGS (SEE MECHANICAL DRAWINGS BLOWER NO.3 SC-DHS APPROVAL 1 1 ' ; ' FOR PIPE ELEVATION) FOR PIPE ELEVATION) BLOWER DISCHARGE VALVE. ® B.F. 3" Suffolk County Department of Health Services o BYPASS VALVE FOR COMMON STAND-BY BLOWER Approval for Construction-Other Than Single Family Dawmg Nmee, 2 LEGEND BLOWER DISCHARGE VALVE. F,OF NEW O B.F. 3" Reference No. C-22-0081 Design Flow 11.420 GPD Q� yO BYPASS VALVE FOR COMMON STAND-BY BLOWER — �'t ANDREW BUTTERFLY VALVE Use(,) Hotel&Restaurant M 2 A V * la gW/FLANGED FITTINGS z CHECK VALVE ® EQUIPMENT SYMBOL These plans have been reviewed for general conformance with Suffolk BV BY CONTRACTOR I (INTEGRAL WITH BLOWER) AUTOMATIC VALVE(BY SBR (SEE SCHEDULE SHEET M-2) County Department of Health Services standards,relating to water W c CV MANUFACTURER)) AIR PIPING SCHEDULE supply and sewage disposal.Regardless of any.missions, -t = or o inconsistencies or lack of detail,construction is required to be in yf �1V\ 15 22 accordance with the attached permit conditions and applicable ftp 092523 BLOWER PIPING DIAGRAM standards,unless specifically waived by the Department.This approvalFESS) PWCC P,,t N,mWr expires 3}ears from the approval date,unless extended or renewed. hadn,,g , d, o AVG1803 E SCALE:NOT TO SCALE 1y13/23 toa,s v,A,Da°a,u.,720ma�ts _ a"iaaao�msa��io�na9 A royal Date I I nano Ne,krt Ea­no"�,. _ NOTES: 2N2"N.P.T.AIR INLET FROM REMOTE BLOWERS, PURESTREAM FABRICATOR TO PROVIDE HOLE IN TANK 1.PLANT TO BE SHIPPED WITH BLOWER MOTOR UNITS AND CONTROL PANEL SHELL FOR J"O COUPLING.WELD COUPLING O.C.THRU LOOSE FOR FIELD INSTALLATION BY OTHERS.SUGGESTED LOCATION OF BLOWERS 6"0 SCH.10 PIPE, 10Y+°TO CENTERUNE FROM TOP OF TANK TANK WALL,3"FROM TOP OF TANK®SUPERNATE PUMP. AND CONTROLS IS AT THIS END OF THE PLANT. WEIR TROUGH OUTLET 6"0 SCH.10 PIPE, FIELD TO INSTALL CABLE NECESSARY WIRING FITTINGS. 2.LOCATION OF ALL FLOAT SWITCHES TO BE DETERMINED BY PROJECT ENGINEER. 2Y2"N.P.T.AIR INLET FROM WEIR TROUGH OUTLET 3.ALL MATERIAL SHALL BE 316 STAINLESS STEEL. REMOTE BLOWERS,10Y4"TO r2"THD.S.S.GATE 2 1"FLANGED S.S. PUMP ST.ST. ADJ.SUPERNATE PUMP WITH 2"NPT COUPLING CENTERLINE FROM TOP OF TANK VALVE,TYP. GATE VALVE,TYP. -13 OR HOOK 1}"THD.S.S.BALL VALVE,TYP. 32'-0° 2"N.P.T.AIR INLET FROM 6"0 PIPE STUB,INLET. 11 GA THK.ADJUSTABLE o PLANKING AND HATCH SLUDGE DIVERSION ;"THD.S.S. 10-9" REMOTE S.H.T.BLOWER,6"TO WEIR TROUGH,NP, SUPPORT STEEL,TYP. 5,g„ PIPING SEE DETAIL"A° 9-2' CLIENT DRIVEN SOLUTIONS GLOBE VALVE,EYP. 9-2" CENTERUNE FROM TOP OF TANK 8'-0" 10"0 HOLE WITH FULL 4'-2° PORI PLUG VALVE SLUDGE RETURN UNE "A" 1'-11�q" P.W.GROSSER CONSULTING ENGINEER TOP OF TANK AND HYDROGEOLOGIST,P.C. I T I � `01 � b ' ' `� � 630 Johnson Avenue..Suite 7 Bohemia.NY.11716-2618 _ I.SLUDGE — 1 I� Phone:(631)589-6353.Fax:(631)589-8705 _ / RETURN UNE E-mail:INFO@PWGROSSER.COM AIR LIFT AIR LIFT DETAIL A CONSULTANTS SKIMMER SKIMMER 4"SUPERNATE 6"0 SCH.10 PIPE, 6"0 COUPLING,6"FROM TDP WEIR TROUGH OUTLET OF TANK TO CENTER OF D Cl COUPLING(ODOR CONTROL) 1-6 o }"THK. "THD.S.S.BALL VALVE SHELL SIDES TANK DRAINS-GENERAL CONTRACTOR 10"SCH.10 TO CHECK ALL TANK WALLS DURING PWG UNDERFLOW PIPE INSTALLATION AND INSTALL PLUGS ANCHOR GUSSET EYEBOLT,HOOK,&HOOK + TURNBUCKLE(BY OTHERS) SLUDGE RETURN LINE "B" "A" 6°0 COUPUNG,6"FROM TOP 11'-6" MIXER ST.ST.CORD HOOK LIFTING LUG,SHOP TO a OF TANK TO CENTER OF 12'_5" 4"SUPERNATE"T"PIPE ASSY. VERIFY LOCATION AND QTY. 10 GA.THK.BOTTOM PLATE COUPLING(ODOR CONTROL) 14'_2" PLAN VIEW FOUNDATION PAI] 10'- 15'- 0'0" 15'_1" HIGH WATER HARM FLOAT (BY OTHERS) PURESTREAM FABRICATOR TO PROVIDE HOLE IN TANK SHELL FOR fill COUPLING. MIXER WITH SLIDE RAIL ASSY SWITCH MOUNTING HOOK 12'-0"WELD COUPLING O.C.THRU TANK WALL,3"FROM TOP OF TANK®MIXER,NP. SECTION"B-B" EACH MIXER.FIELD TO INSTALL CABLE NECESSARY WIRING FITTINGS. 6"0 PIPE STUB,INLET.1'-4" 80=4 INVERT FROM TOP OF TANK HIGH WATER ALARM FLOAT TOP OF INNER WALLS TO BE TOP OF INNER WALLS TO BE SWITCH MOUNTING HOOK, 6 6"FROM TOP OF TANK 6"FROM TOP OF TANK 316 ST.ST. O " — CHAMFER,TYP. 5'-O" 4'-6" 4'-0" 4'-0" 4'-6" 5-0" 5-0" AERATION TANK CLARIFIER ANOXIC TANK ANOXIC TANK CLARIFIER AERATION TANK S.H.T. ADJ.SUPERNATE PUMP %'X2"x6Vt"LG.FLAT BAR 11 GA THK.ADJUSTABLE 11 GA.THK.ADJUSTABLE WITH 2"NPT COUPLING SUPPORT-(2)REQ'D + LIFTING LUG,SHOP WEIR TROUGH NOTE WEIR TROUGH 2"0 AIR HEADER PER UFDNG LUG HOSE 2Y2°N.P.T.AIR INLET FROM DEPARTMENT TO VERIFY LOCATION HOIST SOCKET HOIST NOT SHOWN REMOTE BLOWERS,10'"TO AND QTY. 2"0 AIR HEADER 2"x4"A"TUBE IN THIS VIEW 2"x4"xY"TUBE 21¢"0 AIR HEADER LIFTING LUG,SHOP TO CENTERLINE FROM TOP 11 TANK STEEL REINFORCING STEEL RONFORCING 6"0 COUPLING,6"FROM TOP 26"� VERIFY LOCATION AND QTY. 6°b COUPLING 274"0 AIR HEADER SCUM BAFFLE SCUM BAFFLE COUPLING/ I - - OF TANK T(ODORCONTROL) 2X SCALE 1 0" REFERENCE NO LIFTING LUG DETAIL MATERIAL SHALL BE 316 ST.ST. o o o FABRICATOR TO DETERMINE III + QTY.AND TRUE LOCATION OF + SCDHS: C-22-0081 LIFTING LUGS SLUDGE -I RETURN LINE W1O X 15,TYP. W10 X 15,TYP. „THK 4°SUPERNATE 8 REVISED PER SCDHS COMMENTS 11/22/2023 FS-1 HIGH PERNATE"T° SHELL SIDES 7 REVISED PER CLIENT 10/24/2023 WATER ALARM 6 REVISED PER CLIENT 09/01/2023 10 GA THK. 2"x 2"x"THK. 10 GA.THK. �Y• INTERNAL STRUCTURAL 5 REVISED PER SCDHS COMMENTS 07/26/2023 LATE,CLARIFIER 274"SLUDGE MIXER SLIDE RAIL LATE,CLARIFIER REINFORCEMENT 4 REVISED PER SCDHS COMMENTS 06/30/2023 o AIR LIFT NOTE:SEE ACTUAL LOCATION o 3 REVISED PER SCDHS COMMENTS 06/05/2023 -I X SLUDGE OF DIFFUSER DROP ASSEMBLY _ -1 2 REVISED PER SCDHS COMMENTS 03/21/2023 AIR LIFT AND SUPERNATE PUMP 10"SCH.10 f 1 REVISED PER SCDHS COMMENTS 11/17/2022 ASSEMBLY IN PLAN VIEW DIFFUSER DROP o Noio, ­pt­ ­,,­ ASSEMBLY `eNs1o0a'e UNDERFLOW PIPE OF I Dea1y"ea sy oam s"emwed BAC/LT in °co D,aw"sy Data awa�"a FOUNDATION PAD THICKNESS LT 11/11/2022 TO BE DETERMINED BY App-d By PROJECT ENGINEER BASED BAC AS NOTED TANK DRAIN PLUGSGENERAL ON LOCAL SOIL CONDITIONS g1enC CONTRACTOR TO CHECK ALL THE ENCLAVES " CHAMBER WAITS DURING + 56655 ROUTE 25 INSTALLATION AND INSTALL PLUGS SOUTHOLD,NY 11971 THE ENCLAVES CONCRETE 1'-0" FINE BUBBLE SCH.10 MIXING LIQUOR 5^ DIFFUSERS,EYP. UNDERFLOW PIPE 10 GA THK.BOTTOM PLATE SCH.10 MIXING LIQUOR 1._7„ S.H.T.ST.ST.COARSE 1A 10 GA.THK.BOTTOM PLATE PROPOSED SEWAGE (BY OTHERS UNDERFLOW PIPE BUBBLE DIFFUSER DROP 1'-0" 10'-0" 1'-0" TREATMENT PLANT 1'-O" 32'-0" 10"0 HOLE WITH FULL NOTE:INTERNAL RONFORCING FINE BUBBLE 12'0" PORT PLUG VALVE 34'-0" MUST BE IN LOCATIONS SHOWN, DIFFUSERS SECTION"A-A" P"'­'­ SECTION THRU TANK 56655 ROUTE 25 SOUTHOLD,TOWN OF SOUTHOLD THESE DRAWINGS AND MATERIAL ME THE PROPERLY OF PURESTREAM/ES L.L.C. AND ARE NOT TO BE USED FOR THE MANUFACTURE,USE OR SALE OF ANY SUFFOLK COUNTY,NEW YORK EQUIPMENT FOR OTHERS,OR COPIED,REPRODUCED,DEWERED OR DISCLOSED TO EQUIPMENT SCHEDULE (i� ""ny1,11apu"»1a,: ­,a­—, OTHERS WITHOUT OUR EXPRESS WRITTEN PERMISSION,AND ARE TO BE RETURNED 1000-63-3-15 o TO US PROMPTLY UPON OUR REQUEST.BESST(BIOLOGICALLY ENGINEERED SINGLE Rrgna,""ea'r'a N,mea, SLUDGE TREATMENT)IS A PATENTED(U.S.PATEND NO.6,620,322)PROCESS. EQUIPMENT: ONE(1)SLUDGE SUPERNATANT PUMP aE"r omm"e: 1B MAKE: FLYGT azo NOTE: MODEL: 3045 HT(2"DIA.DISCHARGE) PROCESS THIS TANK STRUCTURE IS REINFORCED TO 4IT11TA11 NORMAL PRESSURES 11111 NOTE: -EXPLOSION PROOF THE SOIL AND FROM THE INTERIOR HYDROSTATIC LOAD ON ABOVE GRADE -316 LIFT OUTS CHAINS WITH 316 S.S.SCH 80 GUIDE RAILS INSTALLATIONS,IF THERE IS A GROUND WATER PROBLEM,NOTIFY YOUR ENGINEER -1.5HP,3 PHASE,208VOLT,60 HZ TANK AND PURESTREAM IMMEDIATELY.PURESTREAM WILL NOT BE RESPONSIBLE FOR -VFD DAMAGE TO THE TANK STRUCTURE OR EOUIPMENT DUE TO GROUND WATER. FURNISHED BY PLAN VIEW CONTRACTOR DETAILS EQUIPMENT: TWO(2)SUBMERSIBLE MIXERS aaw DESIGN DATA 2B Suffolk County Department of Health Services MODEL DESIGN FLOW AIVOXIC TANK CLARIFIER AERATION TANK SLUDGE HOLDING MODEL XRW 210 MODEL 2121 MAKE ABS Approval for Const action-Other Than Single Family D.,,,,g""mee,. R " NUMBER G.P.D. VOLUME GALLON VOLUME GALLON VOLUME GALLON VOLUME GALLON NOTE: 1,765 RPM Reference No, C-22-0081 Design Flow 11,420 GPD P`I OF NEW yo PES-11.42 11,420 7,138 total 2,788 total 8,565 total 3,553 316 sTAINLSTEEL — �� ANDREW �� M 3 -2.4HP,3 PHAASS E,208VOLT,60 HZ Uses) Hotel&Restaurant * Q? 'gyp * � -DIRECT DRIVE These plans have been reviewed for general conformance with Suffolk _ #4 12"O.C.E.F. County Department of Health Services standards,relating to water cte: supply and sewage disposal.Regardless of any emissions, ty 3 inconsistencies or lack of detail,construction is required to be BESST PROCESS TANKS DETAIL accordance with the attached permit conditions and applicable �F� 092523 ��V 16 22 standards,unless specifically waived by the Department.This approval p BESSTTANK FOUNDATION SLAB DETAIL expires 3 years from the approval date,unless extended or renewed. FESSIO PwcC Pm,t N,mW, w SCALE:NOT TOSACALE .� � AVG1803 w SCALE:NOT TO SCALE vlai2a "aadawAi—c�av3dd"a"ma".a _ a riaaa""ms"E,d nca Approval Date "r,na Naw ro,k sra,"Ea— NOTE: PURESTREAM TO PROVIDE FIBERGLASS PLANKING (CUT TO FIT)AND 10"6 HOLE WITH FULL FABRICATOR TO PROVIDE HATCHES. FABRICATOR TO PROVIDE AND VERIFY ALL LOCATIONS OF SUPPORT PORT PLUG VALVE FILLER PIECE AS NECESSARY 6"0 SCH.10 PIPE 6.8 SCH.10 PIPE, PUMP sr.sr. STEEL. FABRICATOR TO INSTALL ALL FIBERGLASS PLANKING AND HATCHES. WEIR TROUGH OUTLET WEIR TROUGH OUTLET CORD HOOK 32'-0" - e FABRICATOR TO PROVIDE 6"0 COUPLING,6°FROM TOP FILLER PIECE AS NECESSARY 4" 3'-0' 1'-14" '-1" 3'—or 3'-6�" 3'-6r '-0 3'-6�" 3'-6�" 1'—or OF TANK TO CENTER OF 5'-9" 10'_9° COUPLING(ODOR CONTROL) CLIENT DRIVEN SOLUTIONS P.W.GROSSER CONSULTING ENGINEER SUGGESTED CL BOLT HOLE LOCATION SHALL BE NO LESS THAN AND HYDROGEOLOGIST,P.C. — J"FROM OUTER EDGE OF HATCH. 630 Johnson Avenue..Suite 7 Bohemia.NY.11716-2618 HINGE FASTENER Phone:(631)589-6353.Fax:(631)589-8705 E-mail:INFO@PWGROSSER.COM PWG _i :F� GRATING SUPPORT CONSULTANTS 2' — 2'—" 2'_" 2' 2'_ — 2'_" STEEL(-27 FABRICATOR TO DRILL HOLES IN ACCESS HATCH AND MATCH DRILL MOUN TING ALUMINUM ACCESS HATCH HOLES ON TOP OF ANGLE WATCH SUPPORT STEEL(OR TANK FLANGE)FOR(8) I�VARIES (PROVIDED BY PURESTREAM %"0 x W LG.BOLTS TWO BOLTS PER SIDE,EVENLY SPACED.FABRICATOR TO (MAY VARY IN SIZE) BOLT ACCESS HATCH TO TOP OF ANGLE SUPPORT STEEL OR TANK FLANGE L2'X2°X}°ANGLE HATCH SUPPORT STEEL(MAY VARY IN SIZE)SEE TYPICAL HATCH i HATCH(PROVIDED BY PURESTREAM)FABRICAT SUPPORT STEEL DETAILS THIS DWG.TO DETERMINIE HATCH SUPPORT NECESSARY. TO PROVIDE(8);>s"0 MOUNTING HOLES IN HATCH AND MATCH DRILL ANGLE HATCH SUPPORT STEEL TOP OF TANK TO HATCH MOUNTING HOLE PATTERN. TYP.HATCH INSTALLATION DETAIL HINGE—//HIS 6°4 COUPLING,6"FROM TOP #• 12_5 2• *ACCESS HATCH INSTALLATION NOTE FABRICATOR OF TANK TO CENTER OF TO CHECK OPENING DIMENSIONS FOR HATCH TO COUPLING(ODOR CONTROL) 5'-2k" 3'— 1'-0�• 3'-6 3'-6 2'-1r• 3'-6r 3'—lr 3'—Q" 2'-1�• 6�• AVOID HINGE FASTENERS.BOTTOM OF HATCH TO 14—2 HIGH WATER ALARM FLOAT LAY FLUSH WITH TOP OF TANK.BOLT IN PLACE. 616 PIPE STUB,INLET.l'-4"—J/ SWITCH MOUNRNG HOOK INVERT FROM TOP OF TANK STEEL LAYOUT 10°0 HOLE WITH FULL FABRICATOR TO PROVIDE PORT PLUG VALVE FILLER PIECE AS NECESSARY 610 SCH.10 PIPE, 6"4 SCH.10 PIPE, PUMP ST,ST WOR TROUGH OUTLET WEIR TROUGH OUTLET CORD HOOK 32'—O° FABRICATOR TO PROVIDE 6°0 COUPLING,6"FROM TOP " FILLER PIECE AS NECESSARY 43'-6�" 114 '-6�" 3' '-6" 3'—s�° 3'-6�" 1'— —er 3 3'-0" —0. OF TANK TO CENTER OF 5'-9" 10'_g° COUPLING(ODOR CONTROL) HATCH SIZES(PURESTREAM TO PROVIDE HATCHEG NOTE:HATCH SUPPORT ANGLE SIZE IS L2°x 1 1/2"x"ANGLE HATCH • �" (13)-3'-6 1/2"O.D.x 3'-6 1/2"O.D HATCH SUGGESTED.FABRICATOR TO DETERMINE SUPPORT STEEL,LENGTH TO BE TRUE SIZE OF HATCH SUPPORT STEEL DETERMINED BY FABRICATOR AS NECESSARY FOR HATCH INSTALLATION. PLANKING CUT LIST(PURESTREAM TO PROVIDE PLANKING TOP OF TANK (15)€TAG—"A"} 1'-0"W.x 3'-5 3/4"Ig.x 2"thk. PLANKING (1){TAG—"D"} V-7 3/4"W.x 3'-5"Ig.x 2"thk. PLANKING ATLH RICH RICH (8){TAG—"K"I V-7 3/4"W.x 2'-8 1/4"Ig.x 2"thk. PLANKING,WITH HANDLES L2"x 2"x}"ANGLE PLANKING GRATING SUPPORT (2){TAG—"K1") 1'-7 3/4"W.x 2'-8 1/4"Ig.x 2"thk. SUPPORT STEEL E<(-2� DEPARTMENT 2'—" 2'—• — 2'—• — 2' " — TYP.HATCH PLANKING SUPPORT STEEL DETAIL HATCH HINGE SIDE,TYP.0 4X SCALE REFERENCE NO. " ® H '11ATtH . i .I L2"x 1 1/2"x)"ANGLE HATCH NOTE:HATCH SUPPORT ANGLE SIZE IS L2"x 2"x#"ANGLE HATCH SUPPORT SCDHS: C-22-0081 SUPPORT STEEL,LENGTH TO BE SUGGESTED.FABRICATOR TO DETERMINE STEEL,LENGTH TO BE DETERMINED BY " w DETERMINED BY FABRICATOR AS TRUE SIZE OF HATCH SUPPORT STEEL. FABRICATOR AS NECESSARY FOR HATCH NECESSARY FOR HATCH INSTALLATION. INSTALLATION. ° 12'-5" 2" TANK TOT FLANGE TOP OF TANK 8 REVISED PER SCDHS COMMENTS 11/22/2023 6"0 COUPLING,6°FROM TOP 7 REVISED PER CLIENT 10/24/2023 OF TANK TO CENTER OF 5'-2k 3'-6' 1'-0�" 3'-6jx" 3'-6; 2'-1}' 3°-6' 3'-1�• 3'— 2'-1" 6}" �{2"(�q" NG 6 REVISED PER CLIENT 09/01/2023 COUPLING(ODOR CONTROL) 14'-2"- HIGH WATER ALARM FLOAT I I 5 REVISED PER SCDHS COMMENTS 07/26/2023 6"IS PIPE STUB,INLET.TANK PLANKING AND HATCH LAYOUT SWITCH MOUNNNG HOOK TOP OF TANK SUPPORT STEEL,NLENGTH T0GLE 1 BE 4 REVISED PER SCDHS COMMENTS 06/30/2023 INVERT FROM TOP OF TANK °7 TANK SHELL DETERMINED BY FABRICATOR AS TYP.HATCH SUPPORT STEEL DETAIL 3 REVISED PER SCDHS COMMENTS 06/01/2023 i NECESSARY FOR PLANKING INSTALLATION. 2 REVISED PER SCDHS COMMENTS 03/21/2023 FABRICATOR TO PROVIDE TRIM PLANKING SUPPORT AS NECESSARY 4X SCALE 1 REVISED PER SCDHS COMMENTS 11/17/2022 PORT PLUG VALVE 10.6 HOLE WITH FULL FILLER PIECE AS NECESSWtf TOP OF TANK N,—, --i)—,pro ae s Da,e 6°0 SCH.10 PIPE, 6"4 SCH.10 PIPE, PUMP ST.ST. FOR HATCH FASTENER ACCESS. Dery°easy oates„emwee WEIR TROUGH OUTLET WOR TROUGH OUTLET CORD HOOK TANK WALL BAC/LT 32'_0° TYP.HATCH SUPPORT STEEL DETAIL D—,By Daza r'— FABRICATOR TO PROVIDE LT 11/11/2022 FILLER PIECE AS NECESSARY 4° 3'-6" 1'-0" —6�" 3'-6�• 3'— 3'-6° '-6�° 3'-6�° 3'-4" 1'—or OF TANK TO CENTER OF FROM TOP 4X SCALE TYP.PLANKING SUPPORT STEEL DETAIL(SUGGESTED) STEEL,LENGTH TOGLE BE HATCH SUPPORT DETERMINED BY App,o�a By BAG aie AS NOTED 5'-9" 10'_9° COUPLING(ODOR CONTROL) 4X SCALE FABRICATOR AS NECESSARY FOR HATCH Mot �. INSTALLATION. THE ENCLAVES TOP OF TANK 56655 ROUTE 25 q NOTES: SOUTHOLD,NY 11971 TANK WALL � p,oi°st. 1. PURESTREAM TO PROVIDE ALL PLANKING AND HATCHES. NOTE:HATCH SUPPORT ANGLE SIZE IS O FABRICATOR TO INSTALL PLANKING AND HATCHES. SUGGESTED.FABRICATOR TO DETERMINE THE ENCLAVES TRUE SIZE OF HATCH SUPPORT STEEL. 2. PURESTREAM FABRICATOR TO PROVIDE ALL HATCH AND TYP.HATCH SUPPORT STEEL DETAIL PROPOSED SEWAGE PLANKING SUPPORT STEEL. _ 3. PURESTREAM FABRICATOR TO VERIFY ALL LOCATIONS OF 4X SCALE TREATMENT PLANT SUPPORT STEEL.WELD SUPPORT STEEL IN PLACE AFTER FITTING 3°— 2'—" 2'— — — — 2'— P,oi",we,oss ALL PLANKING AND HATCHES IN PLACE ON TOP OF TANK. 56655 ROUTE 25 4. ALL WELDS MUST BE CONTINUOUS. SOUTHOLD,TOWN OF SOUTHOLD 5. FABRICATOR TO TRIM HATCHES AS NECESSARY FOR HOIST THESE DRAWINGS AND MATERIAL ARE THE PROPERTY OF PURESTREAM/ SUFFOLK COUNTY,NEW YORK INSTALLATION AS NECESSARY. sSAALEE OF ANY EQUIPMENT FOR OTHERS,R COPIAND ARE NOT TO BE USED FOR THE ED REPRODUCEDE OR iyTarryapN iiee "a N mee 6. FABRICATOR TO PROVIDE FILLER STEEL WHERE NECESSARY. DELIVERED OR DISCLOSED TO OTHERS WITHOUT OUR EXPRESS WRITTEN 1000-63-3-15 PERMISSION,AND ARE TO BE RETURNED TO US PROMPTLY UPON OUR a"'eaw"aeir,"°LQNumee REQUEST.BESST(BIOLOGICALLY ENGINEERED SINGLE SLUDGE TREATMENT) TaE or Omm„a: `�' IS A PATENTED(U.S.PATEND NO.6,620,322)PROCESS. r 12'-5" 2" PROCESS 5'-21• 3'—Q•-1'-6r--3'—Q' 3'—Qr 2'—lr 3'-6r 3'—lr 3'—Q° 2'—Ir (Ir TANK 14 2 PLAN VIEW HIGH WATER ALARM FLOAT 6"6 PIPE STUB,INLET.l'-4" SWITCH MOUNTING HOOK INVERT FROM TOP OF TANK DETAILS oil ALL MATERIAL SHALL BE 316L ST.ST. of SuffolkCounty Department of Health Services � Approval for Construction-Other Than Single Family D,a"�og Nomne, R Reference No. C-22-0081 Design Flow 11,420 GPD ,,OF NEWq, BESST PROCESS TANKS HATCH AND STEEL LAYOUT DETAIL ��P pNDREW���� Use(s) Hotel&Restaurant Q? flpM-4 SCALE:NOT TO SACALEThese plans have been reviewed for general conformance with Suffolk County Department of Health Services standards,relating to water supply and sewage disposal.Regardless of any*missions, ty o inconsistencies or lack of detail,construction is required to be in J'O ���2 S- 17 or accordance with the attached permit conditions and applicable (n 092523 22 standards,unless specifically waived by the Department.This approval p FESStO expires 3 years from the approval date,unless extended or renewed. PWGC P,oiec,N,mWr h,,no,�ea, a,aaa o AVG1803 E 12/13/23 L%' ' masse,"Aia"a,aaGa,7209"ms _ o—,k m soo,mo nca Approval Date °' or,na N"w ro,k sm,o Ea— PUMP CONTROL PANEL MOUNTED TO UNISTRUT FRAME 12"MIN.REINFORCED CONCRETE TOP ATTACHED TO THE CONCRETE SLAB TO MEET AASHTO-H20 LOADING WET WELL S.S.CONSTANT HEAD/SPUTTER BOX SEE DETAIL,SHT.M-6 DOWNBLAST BLOWER WITH WEATHER 6"DIA PLUG VALVE(TYP.OF 2) HOOD AND PEDESTAL.PROVIDE 4"DIA.SCH 40 PVC ODOR CONTROL PIPE CONCRETE ANCHORS TO SECURE 2'-0"x Z-O",SINGLE DOOR STAINLESS PWG BLOWER TO TOP SLAB.SEE EQUIPMENT STEEL ACCESS DOOR W/SAFETY GRATING C SCHEDULE FOR DETAIL. TO BE CASTE INTO SLAB.SEE NOTE No.3 6"DIA.90'FITTING CLIENT DRIVEN SOLUTIONS 12'0.D.. PUMP LIFT STAINLESS STEEL BASE. PVC SCH.40(FLANGED) (1,000 UBS.LIFTING CAPACITY) 6"x4"REDUCERFITTING P.W.GROSSER CONSULTING ENGINEER SEE SHT.M-6 FOR PUMP LIFTING PVC SCH.40(FLANGED) I_j_j_j_j_j_j_j ASSEMBLY DETAIL AND HYDROGEOLOGIST,P.C. I_j_j_j_j_j_j_j_j 4"'DIA.90'FITTING DIA.D.I.90'M.J.FITTING I_j_j_j_j_j_j_j_j (2)Y DIA.HDPE SDR 11 FORCE PVC SCH.40(FLANGED) 12'-0" 630 Johnson Avenue..Suite 7 1_j_j_j—1—1_j_j_j MAIN. 6"x 6"x 6"TEE FITTING Bohemia.NY.11716-2618 I_j_j_j_j_j_j_j_j PVC SCH.40(FLANGED)-------- Phone:(631)589-6353.Fax:(631)589-8705 E-mail:INFO@PWGROSSER.COM I_j—1_j—1—1-1_j_j 6"x4"REDUCER FITTING I 1—1_j—1—1-1_j_j jjjjjj- TO MECHANICAL PVC SCH.40(FLANGED) CONSULTANTS _j jjjjjjjj_ jjj SCREEN I_j_j_j_j_j_j_j 8"DIA.DR-18 PVC SANITARY INFLUENT PIPE FROM FACILITY I_j_j—1—1-1_j_j 6"DIA.RETURN PIPE FROM 4"DIA.90'FITTING �_j_j—1—1-1_j_j CONSTANT HEAD BOX PVC SCH.40(FLANGED) REMOVABLE SCREENING BASKET I_j—1_j_j I_j I_j_j 6"DIA.90'FITTING 4'4'x 6'-0",DOUBLE DOOR STANLESS STEEL I= PVC SCH.4D(FLANGED) ACCESS DOOR W/SAFETY GRATING TO BE 12"DIA.PVC SCHEDULE 40 PIPE 8"MIN.REINFORCED CASTE INTO SLAB.SEE NOTE No.3 VENT WITH GOOSE NECK CONCRETESLAB 2"DIA.SUPERNATE RETURN FORCE MAIN ERMINATION,PVC BLASTGATE FROM SLUDGE HOLDING TANK DAMPER AND STAINLESS STEEL TOP VIEW BI RD SCREEN AT OUTLET MECHANICAL SCREEN WITH BOX. 61'DIA.SCH.80 PVC 90-FITTING(REFER TO 4'-0"x 6-0",DUAL LEAF STAINLESS STEEL SEE DETAIL,SHT.M-6 ACCESS DOOR W/SAFETY GRATING TO BE 4"DIA.90'FITTING SCREEN DETAIL FOR FITTING CASTE INTO SLAB.SEE NOTE No.3 PVC SCH.40(FLANGED) CONFECTION TYPE) #5 @ 6"O.C.BOTH WAYS. 12"DIA.D.I.PI PE VENT WITH GOOSE NEWNEMA4X STAINLESS STEEL TOP AND BOTTOM AND PROVIDE HEAT TRACE TAPE 6"DIA SCH 80 PVC PIPE(M.J.FITTING) PANEL WITHIN NEMA 4X ENCLOSURE DOUBLE AT DOOR NECK TERMINATION AND STAINLESS FOR PIPE MOUNTED ON STAINLESS KINDORF TOP VIEW STEEL BIRD SCREEN AT OUTLET (TYP.FOR ALL PIPES ABOVE FRAME OPENINGS 12"0 PVC DAMPER MANUFACTURED BY GRADE TO PROTECT PIPES�� INV. REMOVABLE SCREENING BASKET DOUBLE REINFORCEMENT AT DOOR OPENINGS, BLASTGATE FROM FREEZING) SS CONSTA T HEAD BOX #5 @ 6"O.C.E.W.,TOP AND BOTTOM 2'-0"A Z-O",DUAL LEAF STAINLESS STEEL ACCESS DOOR W1 DOWNBLAST BLOWER WITH SAFETY GRATING TO BE CASTE INTO SLAB.SEE NOTE No.3 6"x 4"REDUCER FITTING 0 CONSTANT SPUTTER BOX EXPLOSION PROOF CONDUIT SEAL WEATHER HOOD AND PEDESTAL. STAINLESS STEEL PUMP HOIST PVC SCH.40(FLANGED) HEAD BOX @ (TYP.EACH CONDUIT) OVIDE CONCRETE ANCHORS 6"DIA.90'FITTING R 12"MIN.REINFORCED CONCRETETOP PVC SCH.40(FLANGED) kNV,,) I'D�A.PLUG VALVE TYP.OF 2) (3�NEW 1-1/2 PVC ELECTRICAL C)�NDUITS 2S PTO SECURE BLOWER TO TOP '5 FOR PUMP POWER FEEDERS AND 0 SLAB.SEE EQUIPMENT SLAB TO MEET AASHTO-H20 LOADING 4"DIA.PVC SCH.40 PIPE FROM 6"D A.D.I.90'M.J.FITTING CONTROL WIRES SCHEDULE FOR DETAIL. NON-CORRODIBLE STAINLESS STEEL LADDER W1 SCREEN BASE MECHANICAL 8"DIA.SCH 80 PVC 1 316 STAINLESS STEAL HARDWARE,STAINLESS SCREEN RIM 33.00 STEEL SAFETY POST&SAFETY RAIL 8"MIN.REINFORCED - - f CONCRETESLAB #5 BARS AT 12"O.C.EACH WAY GRADE GRADE 32.00 ----------------- 12" TOP OF SLAB(32.73)_ —INSTALL EXPLOSION PROOF, Li GRADE�32.00) s a A GRADE(32.00) SEAL TIGHT FITTING 18"MIN. MAX. RISER > 2'1 SECTION 48"MIN. PERMANENT LIGHT FIXTURE- BURY DEPTH 2"0 HOPE SDR-1 1 TO BESST TO MDP EV LED EXPLOSIONPROOF LED 48"'MIN. PROCESSTANK LIGHT FIXTURE W1 200 W MIN. FORCE MAIN PIPING 1 #5 BARS AT 12" /I I BURY DEPTH STEEL TO PVC O.C.EACH WAY 8"MIN.REINFORCED DEPARTMENT N FIR'OF XPLOS 10 IFFF 71N 6 M T LI GHT F IXT,RE_ L""I"N PROOF LED FROM S.H.T. 6"DIA.DR-18 RETURN PIPE 0 INV.25.15 TRANSITION FITTING CONCRETE SLAB 12 (2)4"DIA.PVC SCH.40 FORCE MAIN AT 4"DIA.S.S.SCH.10 PVC TO STEEL TRANSITION FITTING FROM DE CONDUIT SEALS ,Ll FROM CONSTANT HEA JOINT DETAII_t�'E 4"DIA.SCH.40 PVC,ODOR CONTROL--�' F INV.25.15 UNIFORM UPWARD SLOPE FORCEMAIN REFERENCE NO. VACUUM PIPING.INV.30.40 19.05 HWL ALARM(FLOAT) To MECHANICAL 8"DIA DR 18 SANITARY INFLUENT 18.80 H NL ALARM,BOTH PUMPS ON SCREEN L PVC PIPE FROM MH INV.19.30 (MULTITRODE) FROM PUMP RETURN TO CAST IN PLACE FLEXIBLE RUBBER 18.55 LAG PUMP ON(MULTITRODE) STEEL TO PVC STATION PUMP STATION DIA.DR-1 8 PVC PIPE SLOPE @ 1%MIN. SLEEVE WITH STAI NUESS STEEL 18.30 LAG PUMP OFF(MULTITRODE) \LINV.27.00 SIDE VIEW SIDE VIEW SCDHS: C-22-0081 STRAPS OR FLEXIBLE[RUBBER BOOT. 316 STAINLESS I-- #5 @ 8"O.C.BOTH WAYS 12"-4000 PSI.STEEL LIFTING 4"DIA.PVC PLUG VALVE(TYP.) FOR SIDE WALLS CONCRETE CABLE(TYP). MECHANICAL SCREEN DETAIL a REVISED PER SCDHS COMMENTS 11/22/2023 BASE 8.0.CABLES TO PUMP SECTION CONTROLPANEL SCALE:NOT TO SACALE 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 MONOLITHICALLY 12.40 LEAD PUMP ON(MULTITRODE) 5 REVISED PER SCDHS COMMENTS 07/26/2023 CASTED 12.15 LEAD PUMP OFF�MULTITRCDE) LL.L ALARM(MULTITRODE) is 4"DIA.B.S.SCH.10 FORCE MAIN. 4 REVISED PER SCDHS COMMENTS 06/30/2023 1 . VVL ALARM(FLOAT) 0 3 REVISED PER SCDHS COMMENTS 06/05/2023 ELEV.10.65' 1 F-. j (2)2"DIA 316 STAINLESS STEEL GUIDE RAILS 2 REVISED PER SCDHS COMMENTS 103/21/2023 (TYP).SEE DETAIL,SHT.M-6 EQUIPMENT SCHEDULE-SITE 1 REVISED PER SCDHS COMMENTS 111/17/2022 ELEV.9.98' 4"X 4"AUTO COUPLING 10'I.D. SUBMERSIBLE EXPLOSION PROOF WASTEWATER PUMPS EQUIPMENT: TWO(2)SOLIDS HANDLING PUMPS D,jg,�By D�td CONIC FILL(TYP.) (PROVIDE 316 STAINLESS STEEL LIFT OUTS CHAINS AND BAG/LT 8"THICK MIN.SLAB W/TOP----" GUIDE PAILS.SEE MECHANICAL EQUIPMENT SCHEDULE. MAKE: HOMA LT AND BOTTOM,#5 @ 8"O.C. SECTION (ONLY ONE PUMP SHOWN FOR CLARITY) MODEL: AVX 446-200/C,3T/C(4"DIA.DISCHARGE W/4"X4"AUTO COUPLING) By �1. EACH WAYS W/DOWELS#5 NOTE: EXPLOSION PROOF BAG AS NOTED AT 12"RADIALLY 316 LIFT OUTS CHAINS WITH 316 S.S.SCH 80 GUIDE RAJLS NOTES: PUMP STATION DETAIL 2.SHP,3 PHASE,208 VOLT,60 HZ W1 VFID THE ENCL"ES 1.CONCRETE STRUCTURE TO CONFORM TO A.S.T.M.C-478,LATEST REVISION DESIGN. IMPELLER SIZE 7 7/8" 56655 ROUTE 25 2.CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS,AASHTO-H20 LOADING. SCALE:NOT TO SCALE 3.HATCH DOOR SHALL HAVE LIFT ASSISTANCE HARDWARE,AND AUTOMATIC SOUTHOLD,NY 11971 HOLD-OPEN ARM WITH RELEASE HANDLE AUTOMATICALLY LOCKS COVER(S)IN THE EQUIPMENT: ONE(1)DOWNBLAST BLOWER "6,." OPEN POSITION. PUMP LEVELCONTROL ELEVATION MAKE: PLASTEC THE ENCLAVES HWL ALARM(FLOAT) 19.05' MODEL: PLASTEC 25-4 — NOTE: PROVIDE BLACK CARBON FIBER IMPREGNATED PROPOSED SEWAGE HWL ALARM BOTH PUMPS ON MULTITRODE) 18.80' HOUSING ASSEMBLY FOR EXPLOSION-PROOF SERIES STEEL CHANNEL.TO BE SUPPORTED PROVIDE WEATHER HOOD ENCLOSURE PEDESTAL(WH3) LAG PUMP ON(MULTIFFRODE) 18.55, BYBUILDING ROOFASSEMBLY. MEET THE 12 AIR CHANGESATOUR REQUIREMENT TREATMENT PLANT LAG PUMP OFF(MULTITRODE) 18.30' P,dj,d Add LEAD PUMP ON NAULTIFFRODE) 12.40' EQUIPMENT: PUMP HOIST(PERMANENT) 56655 ROUTE 25 LEAD PUIAP OFF(MULTITRODE) .15' 0 MAKE: SOUTHOLD,TOWN OF SOUTHOLD LYL ALARBI(MULTITRO E) MODEL: UNL ALARM�FLOAT) NOTE: -PROVIDE STAINLESS STEEL CABLE AND BASE. SUFFOLK COUNTY,NEWYORK FUR�ISHED LIFTING CAPACITY=1,000 LES.MIN. 1000-63-3-15 BY R,gd�d,�R,F THREADED ROD FTYR) CONT ACTOR EQUIPMENT: MICRO BAR SCREEN W/CHUTE PUMP STATION STRUCTURAL NOTES: SIZE VARIES MAKE: OR-TEC CLEVIS HANGER GRINNEL OR MODEL: MB-280KT i. APPLY TWO-PART EPDXY COAT INTERIOR,INCLUDING CEILING. APPROVED EQUAL. NOTE: 316 STAINLESS STEEL it. EXTERIOR DAMPROOFING IS REQUIRED FOR ALL WET WELLS WHICH AREA SPACING AS PER MANUFACTUP 1118 HP,3 PHASE,208 VOLT,60 HZ. PUMP STATION JB_ ER'S CONSTRUCTED IN GROUNDWATER, RECOMMENDATION EQUIPMENT: PARSHALL FLUME 0 0 0 0 AND iii. FOR ALL CONCRETE POURED IN PLACE,A CONCRETE TESTING LAB, MAKE: VIRTUAL POLYMER COMPOUNDS.LLC ACCEPTABLE TO THE SCDPW,SHALL BE UTILIZED AT BOTH THE CONCRETE — MODEL: 2"PARSHALL FLUME BATCHING PLANT AND THE PROJECT SITE. NOTE: SCREEN DETAILS 6 iV. POURED IN PLACE STRUCTURES SHALL BE REINFORCED IN ACCORDANCE EQUIPMENT: FLOW METER SCDHS"PROVAL BOX WITH ACI 350AND ACI 318. LENGHT AS REOD @ MAKE: PULSAR(GREYLINE) SuffolkCounty Department ofHeatth Services MODEL: OCF 6.1 Approval for Construction-Other Than Single Family NOTE: -INCLUDE SENSOR AND PROVIDE 50 FEET OF SENSOR F NEW�,' CABLE AND SENSOR MOUNTING STAND Reference No. C-22-0081 Design Flm,�11,420 6PD DREW Hotel&Restaurant U.(,) M-5 EQUIPMENT: CONSTANT HEAD I SPUTTER BOX These plans have been reviewed for general conformance with Suffolk 0 MAKE: County Department of Health Services standards.relaung to water MODEL: 1/4"THICK,316 STAINLESS STEEL supply and sew,ig disposal.Reganit—of any NOTE: 45'V-NOTCH EFFLUENT WEIRS inconsistencies or lack of detail,construction is required to be B. shd,4 f 18 22 A accordance with the attached permit conditions and applicable 092523 PIPE HANGER DETAIL standards,unless specifically waived by the Department.This approval expires 3 years from the approval date,unless extended or renewed. M PWGr P1j11t ddoho.�aj� SCALE:NOT TO SCALE u­"Dk,� 12113123 td thi,d�wg,,d dd,d,d d--t, "G1803 App,ovat Dat fn,­,kSt,d,Ed­­­ ------------------------------------------------ --------------- 3'-114 PATCH MASONRY WALL AS REQUIRED WITH NON-SHRINK 1/4"DIA.SS GROUT(TYP.) Ln C�BLEWLG. TOP OF TANK 4"DIA.SCH 10 STAINLESS ALT11111ATIVIHOIST STEEL AIRLINES THROUGH CLIENT DRIVEN SOLUTIONS 2500#tMNCH INALL SOCKET WITH DISK BRAKE BUILDING WALL. T T-T-- ZINC PLATED T (SIDEVVALL MOUNT) P.W.GROSSER CONSULTING ENGINEER 13ITTERFLY VALVE TO BE LOCATED AND HYDROGEOLOGIST,P.C. Inlet-4" STATIC HOOK INITH EL.38.30 , AT AN ACCESSIBLE HEIGHT. SAFET)LATCH 630 Johnson Avenue..Suite 7 ANSI 150 Ibis Outlet-5" it PROCESS TANK BLOWER Bohemia.NY.11716-2618 rl� Phone:(631)589-6353.Fax:(631)589-8705 131, ANSI 150 Ilbs 0 1 OT-15 4"DIA.SCH.10 STAINLESS-,-, E-mail:INFO@PWGROSSER.COM ill, - 7T6 STEEL AIR LINE TO CONSULTANTS �7�pj PROCESS TANKS TYP. 36"MAN. PROVIDE STAINLESS 24 V2 STEEL BIRD SCREEN AT 3112"SCH.-/ PWG het-4" !LOulkel-1 60 LOOP Aj 24'MIN. 7eT BOOM- 1 VDIA.HOLE PIPE END. 11111Ek, I N,,lGilU'SSETS OORCIOUNTED PROVIDE PIPE HANGERS SOCKET OPTION 3 4 DIA.SCH.4D Q� P PE HANDLE AS REQUIRED HAS CJSSET F.F.ELEV.32.50' 40 1,IM"DI GRADE 32.00 ANCHOR BOLTS SECTION A-A SIDE VIEW NOTE: 6"CONCRETE BASE 1. ALL STAINLESS STEEL PIPE FITTINGS SHALL BE EITHER FLANGED OR COMPRESSION. 5" PUMP LIFT ASSEMBLY DETAIL 2. ALL SEWAGE TREATMENT EQUIPMENT HARDWARE T ROUTINELY IN CONTACTWITH SEWAGE TO BE 316 SCALE:NOT TO SCALE STAINLESS STEEL. CN SECTION A-A ON TEST COCK 3 SCALE:3/8" 1' TEST COCK 4 TEST COCK 1 — — TO BUILDING PLUMBING 8"MIN. �LU MBI N G 1"RPZ MODEL LF825Y LEARANCE ABOVE RPZ SUPPORT ROD AND HANGER— (TYP OF 2) it 12"MIN 12"x 12"DRAIN PAN xl. ---l"RPZ MODEL LF825 Y 12"x 12"DRAIN PAN 2"DISCHARGE PIPE 12" 3'—114 --F DEPARTMENT 2"DISCHARGE PIPE W/BIRD 5'MAX SCREEN AND FLAPPER(MIN. MICRO BAR SCREEN DETAILS 30"IN l"O TYPE L COPPER PIPE----------- HEIGHT ABOVE GRADE SHALL BE 6") REFERENCE NO. MODEL:OR-TEC MB-280KT SCALE:NOT TO SCALE 1"BALL SHUTOFF VALVE--------______, CONCRETE FLOOR CONCRETE BLOCK WAL SCDHS: C-22-0081 '7 8 REVISED PER SCDHS COMMENTS 11/22/2023 1"0 TYPE K COPPER 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/0112023 4'-6"MIN 5 REVISED PER SCDHS COMMENTS 07/2612023 REDUCED PRESSURE ZONE DETAIL SIDE ELEVATION 4 REVISED PER SCDHS COMMENTS 06/3012023 3 REVISED PER SCDHS COMMENTS 06/0512023 SCALE:NOT TO SCALE 2 REVISED PER SCOTS COMMENTS 03/2112023 6"DIA-PVC SCH.40 AIR PIPING 1 REVISED PER SCDHS COMMENTS 11/17/2022 FRONT ELEVATION (DISCHARGE).PROVIDE 90-FITTING N,-, Ri-,)-,pi­ AND S.S.SCREEN D 45 45 BAG/L'r 2' D,,,,By C- 11/11/2022 6., 6"DIA.PVC SCH.40 AIR 0 App-d By BAG �1' ASNOTED / All—All-T All-��All All PIPING(INLET).REFER TO Man. 9., SITE PLAN FOR PIPE ROUTING > THE ENCLAVES AIR—AIR--AIR-�-AIF—AIR—AIF- 56655 ROUTE 25 If 6" SOUTHOLD,NY 11971 SECTION A-A P"". WEIR DETAIL PROCESSTANKS 6" THE ENCLAVES & 4 AIR 4'-O"X 2'-0"316 STAINLESS SLUDGE HOLDING TANK > La -,'A PROPOSED SEWAGE STEEL CONSTANT HEAD BOX 6"DIA.316 STAINLESS STEEL BAFFLE A— STIFFENING CHANNEL ALONG TOP TREATMENTPLANT FLANGED INLET FITTING STAINLESS STEEL,HALLIDAY PRODUCTS V4F TELESCOPING VALVE WITH MODEL 501 SLIDE PIPE 1771 55 El BAFFLE SYSTEM AND 12"HANDWHEEL WITH NON-RISING 56655 ROUTE 25 > TWO(2)6"45'V-NOTCH WEIR STEM SOUTHOLD,TOWN OF SOUTHOLD HANDWITEEL < SUPPORTS 6"DIA.316 STAINLESS STEEL FLANGED --- 316 STAINLESS STEEL BAFFLES SUFFOLK COUNTY,NEWYORK INLET TO ACCOMMODATE A 6"DIA.SCH. PLATES 6 AR"-] R.'N b�, -1-N-1,, 80 PVC INFLUENT LINE FROM 2 PUMP 160-PM PUMP STATION LC 1000-63-3-15 :::P ::U ::M MECHANICAL SCREEN I PUMP 80 �agdl��R�f­­N,-, 2'-0" V- OPER.2'- .)GPM (2)45-V-NOTCH WEIR MECHANICAL SWIVEL 3'-6"RANGE 2 P 6"0 RETURN FLOW 6"DIA.PVC SCH.80 FORWARD 1P MECHANICAL FLOW TO BESST TANK ADJUSTABLE BROAD r ODOR CONTROL SYSTEM PIPING DIAGRAM DETAILS CRESTED WEIR T-2" 6" PVC SLIDE GATE VALVE(TYP.FOR 2) INFLUENT PIPE TO BESST TANK SCALE:NOT TO SCALE —1 ADJUSTABLE METAL LEGS TO BE ANCHORED 316 STAINLESS STEEL COUPLING 6"DIA.PVC RETURN FLOW 4' (FLANGED END) TO CONCRETE.CONTRACTOR TO VERIFY FIXED STEEL PLATES--- CONCRETE WALL DIMENSION PRIOR FABRICATION OF CONSTANT HEAD BOX SiuFalk C..ty Department cif"Health Se-es Approval for Construction-Other Than Single Family D.,,,,g N�­, PLAN ,,OF NEW�, SECTION 2"DIA.DRAIN VALVE,MIN.WALL Reference No. C-22-0081 Design Flow 11,420 GPD I THICKNESS 3/8" DREW Hotel&Restaurant 6'* M-6 ­ These plans have been reviewed for general conformance with Suffolk A� County Department of Health Services standards,relating to water ci� - supply and sewage disposal.Regardless of any ourassions, 5 CONSTANTHEAD SPLIITER BOX DETAIL inconsistencies or lack of detail,construction is required to be in S- d appli�a 092523 19 22 accordance with the attached permit conditions and ble SCALE NOT TO SCALE standards,unless specifically warvedby theDepartment.This approval B,epires 3 years firona the approval date,unless�tended or renewed. SS1 PAGC P,Ai N,ft,, U,ft,��d A-t-�,-it- i,th,,d-,g-,-d d-­t, AVG1803 12/13/23 "Ai--t.,7209 Aj)proval Date dth­Ye,kS­Ed­t 30'DIA�LOCKING.GASKETED Z—IINIIHE GRADE WATERTIGHT,HIGHWAY RATED COVER. rRAQF 1\___—YELLO"METALLIC WARNING TAPE YELLOW METALLIC 12" CLEAN COMPACTED APE YELLOW METALLIC WARNING TAPE WARNING TAPE BACKFILL HAND HOLE(3'x3'x3'-DEEP)-­, EMPTY EP) PULLING-IN IRON(TYP.) __�TELECOMMUNICATION #8 COPPER CONDUCTOR 36' 14 ----ELECTRIC SERVICE LIN ERGROUND UNDERGROUND BRANCH C RCUIT BRANCH CIRCUIT SAND BE 32 29 GROUND ROD 12"GRAVEL BASE 6' EDGE OF TRENCH PWGC 31 30 S07038'10"E CLIENT DRIVEN SOLUTIONS 0 OPEN BOTTOM L P.W.GROSSER CONSULTING ENGINEER EXOTHERMIC TRENCH"IDTH AND HYDROGEOLOGIST,P.C. ­7�toc NOTE: CONNECTION(TYP.) CONDUIT DIAMETERS �ade fel ————-- 1.INSTALL HANDHOLE WHERE INDICATED ON THE PLANS, 630 Johnson Avenue..Suite 7 2.CABLES SHALL BE PULLED THROUGH HANDHOLE WITHOUT SPLICE.LEAVE FULL Bohemia.NY.11716-2618 ——————————— COIL OF CABLE IN HANDHOLE. CONDUIT TRENCH DETAIL Phone:(631)589-6353.Fax:(631)589-8705 3.BOND COVER FRAME,PULLING IRONS TO GROUND ROD WITH No.8 BARE COPPER SCALE:NOT TO SCALE E-mail:INFO@PWGROSSER.COM CONDUCTORS. CONSULTANTS 4.HAND HOLE TO BE H-20 RATED,UNLESS OTHERWISE NOTED. 0 0 0 0 0 F1 F1 0 0 0 ODOR CONTROL BLOWERS \ E ERGENCY 0 GENERATOR 7.20AMPERES,125 VOLTS GFI RECEPTACLE ',o W IN.ICATE�S W GALVANIZED STEEL MOTOR DISCONNECT SWITCH, W" C T 0 0 CHANNEL SUPPORT RUM LOCATIONTOBE &W ID A ES EATHER PROOF 3 COORDINATED WITH OWNER -1 IXER 16' 2"EMPTY NO.1 0 4#410-4"C PUMP JUNCTION BOX,INFUSED FOR LIGHT FIXTURE. CONDUIT FOR 01- 18"DEEP CONCRETE PAD N�' __ — I—T T­ SONIC METER (4-ABOVE GRADE).ALL CONCRETE TO BE MINIMUM FINISHED GRADE S1 4,000 PSI. 14 F MOTOR,NUMERAL DENOTES HORSEPOWER 0 ELE'C RICAL 4#12412 GRID, MANHOLE :ltjl: TO TEL. 9#12-1"C \-4"EMPTY S1 FOR FLOA TELEPHONE CONDUIT TO MOTORS U UNFUSED DISCONNECT SWITCH,NUMBER INDICATES SIZE DIALER T MANHOLE 1 30 SWITCHES 30 BST-COW::OLS INFLUENT FOR MIXER 11"C PUMPS OVERFLOW NO.2 MO-5 SIT BRANCH CIRCUIT WIRING-2 412,#12 GNID,Y4"C UNLESS OTHERWISE NOTED ALARM STATION — ELEVATION VIEW CONTROL 0 0 MDP'12 PANEL -4 OUTDOOR DISCONNECT SWITCH HOME RUN TO PANEL MDP,CIRCUIT No.1,2#12,412 GRID,Y4"C UNLESS MDP OTHERWISE INDICATED(TYP.ALL HOMERUNS) SUPPORT ARRANGEMENT(TYP.) TO"BI S��k' I SUPERNATANT COTTAGE SCALE:NOT TO SCALE DEPARTMENT DECANT PUMP \669 SF E UNDERGROUND ELECTRIC LINE MECHANICA%L a SCREEN REFERENCE NO. CONTROL MECHANICAL PANEL SCREEN CONCRETE PAD T UNDERGROUND TELECOMMUNICATION EMPTY CONDUIT VENTILATOR MDP4 FLOATS CONTROLPAINE INFLUENT PUMP CONCRETE PAD SCDHS: C-22-0081 STATION INFLUENT PUMP CONTROL PANEL TYPE SO CORD-FURNISHED WITH EQUIPMENT,INSTALLED AND CONNECTED BY LIGHT COTTAGE 2 MDP-j 1 V 2 FRONT ELECTRICAL CONTRACTOR 669 SF 112 11 SEE SHEET E-3 +4 8 REVISED PER SCDHS COMMENTS 11/22/2023 0 MDP-1 FLOAT LEVEL SWITCH-FURNISHED WITH SO CORD,INSTALLED AND CONNECTED 7 REVISED PER CLIENT 10/24/2023 +-,- BST BY ELECTRICAL CONTRACTOR 6 REVISED PER CLIENT 09/0112023 P MP 5 REVISED PER SCDHS COMMENTS 07/2612023 ... MOT." 4 REVISED PER SCDHS COMMENTS 06/3012023 3 REVISED PER SCDHS COMMENTS 06/0512023 GALV.STEEL 2 REVISED PER SCDHS COMMENTS 03/2112023 COTTAGE 3"d MOTOR CHANNELSUPPORTS SINGLE ROLE LIGHT SWITCH,RATED 15A,125 VOLTS WITH WATERPROOF COVER 1 REVISED PER SCDHS COMMENTS 11/17/2022 669 SF PU ME $ BRANCH CIRCUIT PLAN VIEW 3 3 INDICATES 3-WAY SWITCH N,-, Ri—,-a­ CABLES D i�, PUMP CONTROL PANEL LOCATION CHAIN OR PENDANT HANG STRIP LED LIGHTING FIXTURE D,,,,By BAG/LT r'— DO V NTILATOR GALV.STEEL CHANNEL TO BE COORDINATED WITH OWNER. LETTER INDICATES FIXTURE TYPE L'I 11/11/2022 NTR PANEL SUPPORT A App—d By BAG �I' ASNOTED V_ 1111--- CONDUIT SEALS ON EACH PUMP 0'�U. &CONTROL RISER CONDUIT B "_j E:F EXTERIOR WALL MOUNTED LED LIGHT FIXTURE THE ENCLAVES GALVANIZED STEEL 56655 ROUTE 25 COTTAGE 4 RISER CONDUIT(TYP.) SOUTHOLD,NY 11971 61-01, 6'-0" 10"DEEP CONCRETE PAD 669 SF (4"ABOVE GRADE)ALL U"'t. �VENTILATOR CON CRETE TO BE MINIMUM EMERGENCY LIGHT 4000 PSI(TYP.� THE ENCLAVES LIRR FINISHED GRADE PROPERTY 4� PROPOSED SEWAGE LINE E_ 12" YELLOW METTALIC LED EXIT SIGN i F-RMING TAPE CYP.) TREATMENTPLANT 24" PUMP CHAMBER FLOAT CA E----___ j GROUND 56655 ROUTE 25 (By OTHBELRS) SOUTHOLD,TOWN OF SOUTHOLD PUMP CABLE SUFFOLK COUNTY,NEWYORK (BY OTHERS) 1:PV­CONDUIT TO MD1 --N,-, Ll REVERSE ACTING THERMOSTAT 1000-63-3-15 34 C PUMP CHAMBER low 17PVC—CONDUIT TO BST ELEVATION VIEW FOR CONTROL CONDUIT TURED DOWN ELECTRICAL SITE ELECTRICAL ARRANGEMENT AT PLAN NOTE: INLUENT PUMP STATION(TYP.)- SCDHS APPROVAL BOX ELECTRICAL SITE PLAN 1.INSTALL 2"PVC,SCHEDULE 80 CONDUIT TO BESST CONTROL PANEL IN CONTROL SCALE:NOT TO SCALE SuffolkCaunty Department afHcalth Services BUILDING.RUN CABLE SUPPLIED BY OTHERS BETWEEN SONIC METER AND BESST Approval for Construction-Other Than Single Fa ily SCALE:1 20' CONTROL PANEL. NOTE: ,,o NEW�, 0 20 40 Refcr,nct,No C-22-0081 Design Flowl-1,420GPD ",I 1.DETAIL SHOWN ABOVE IS FOR INFLUENT PUMPS. REW 2.SEE DRAWING E-2,ONE-LINE DIAGRAM FOR CONDUCTOR AND CONDUIT SIZES,NOT 2.PUMP CHAMBER IS CLASSIFIED CLASS 1,DIV 2. U.(B) Hotel&Restaurant 0, SHOWN. 3.CONCRETE PAD SHALL BE 6-INCH LARGER THAN THE CONTROL PANEL ON ALL SIDES. These plans have been reviewed for general conformance with Suffolk County Department of Health Services standards,relating to water ci� supply and sewage disposal.Regardless of any*mission.,, 5 ?�_ Sh,,i d inconsistencies ot lack of detail,construction is required to be in accordance wuh the attached permit conditions and applicable 092523 20 22 standards,unless specifically waived by the Department.This approval eXpires 3 years from the approval date,unless extended or renewed. SS1 CNGC PMt N,�W, U,uft,�­­t­­ddit­ t,th,,d—,g-,-d d-­t, AVG1803 12/13/23 --ti—f-t-209 1 Approval Date I I Ith N­,kS­Ed­t 2 MAIN DISTRIBUTION PAENL(MDP) ODOR CONTROL BLOWER 200 AMPERE MAIN,NON AUTOMATIC CIRCUIT BREAKER,1201208 VOLTS,3-PHASE,3 WIRE+GROUND (TYP.) (NEMA 4X,STAINLESS STEEL ENCLOSURE) CIR.NO. LOAD DESCRIPTION KW HP CB TRIP CB FRAME CB POLE 1 INFLUENT PUMP STATION - 2 @ 2.8 20 100 3 2 BESST CONTROLLER(BST)&MCC 23.3 90 100 3 3 ODOR CONTROL TREATMENT SYSTEM 2.0 20 100 3 9 - 1.0 1.0 4 VENTI LATOR - 0.5 20 100 3 -a 5 MECHANICAL SCREEN CONTROL PANEL - 1/18 20 100 3 6 EXHAUST FANS,AND MOTOR OPERATED LOWERS 1 @ 0.1 2 @ 1/15 20 100 1 CLIENT DRIVEN SOLUTIONS ° - ODOR CONTROL PANEL 7 HOT WATER HEATER 1.5 - 20 100 1 8 WC HEATER(1.5KW) 1.5 20 100 1 P.W.GROSSER CONSULTING ENGINEER a 9 LABORATORY HEATER(3.0 KW) 3.0 20 100 3 BATHROOM EXHAUST FAN 10 INTERIOR LIGHTS 0.1 - 20 100 1 AND HYDROGEOLOGIST,P.C. (SEE LIGHTING DRAWING 11 EXTERIOR LIGHTS 0.1 20 100 1 630 Johnson Avenue..Suite 7 SHEET E-4 FOR CONTROL) Bohemia.NY.11716-2618 a� ° W 12 RECEPTACLES 1.6 - 20 100 1 ------ WALL MOUNTED 1.5 KW HEATER WITH 13 EXIT AND EMERGENCY LIGHTS 0.1 - 20 100 1 Phone:ail:I5IF @P.Fax:(631)589-8705 INTEGRAL THERMOSTAT MODEL 14 GENERATOR BATTERY CHARGER 1.5 - 20 100 1 E-maiI:INFO@PWGROSSER.COM BROAN MODEL 124 15 GENERATOR JACK WATER HEATER 1.0 20 100 1 CONSULTANTS 5 MDP-6 MDP-3 16 FLOW METER AND CHART RECORDER 0.1 20 100 1 C 17 STP RECEPTACLES 1.5 - 20 100 1 (MDP-7 18-24 7 BUSSED SPACES - - 100 1 BST MDP-6 MDP-12 EXHAUST FAN J 2 GALLON ELECTRIC HOTTF MOTOR OPERATED LOUVER PWG (TYP.) FOR LOUVER BST WATER HEATER (TYP.) MOUNTED AT 42"A.F.F. MDP-8 FOR BLOWER (TYP.) d COOLING(TYP.) 5.0 BST m FLOW METER/ CHART RECORDER 0 MDP-6 0 4#10,4126RD BST WALL MOUNTED 3 PHASE,3KW HEATER WITH INTEGRAL a 5.0 BST THERMOSTAT MODEL BROAN MODEL 194 E E E E BLOWER LABORATORY TO GENERATOR AERATION TANK BLOWER&AIR LIFT ROOM MDP-9 FATS AUTOMATIC TRANSFER SWITCH(ATS) BACKUP AERATION TANK/ 5.0 BST MDP-6 E E-TO GENERATOR SLUDGE HOLDING TANK BLOWER SLUDGE HOLDING TANK BLOWER MAIN SERVICE CIRCUIT BREAKER M UTILITY METER F E E E E- a° T T T T DEPARTMENT CONTROL BUILDING POWER PLAN REFERENCE NO. SCALE:3/8"=1' NOTE: SCDHS: 0-22-0081 1.CIRCUIT ALL RECEPTACLES TO MDP-12. 8 REVISED PER SCDHS COMMENTS 11/22/2023 7 REVISED PER CLIENT 10/24/2023 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 4 REVISED PER SCDHS COMMENTS 06/30/2023 3 REVISED PER SCDHS COMMENTS 06/05/2023 2 REVISED PER SCDHS COMMENTS 03/21/2023 1 REVISED PER SCDHS COMMENTS 11/17/2022 ry"mee, Rees Leee,�pto Ra­­De,e De By Lam Sir.,— BAC/LT D,aw,By Laze aea�ad LT 11/11/2022 Appm d By &ale BAC ASNOTED a em: THE ENCLAVES 4#3/0,#6 GRD-2"C 56655 ROUTE 25 SOUTHOLD,NY 11971 60KW,120/208V, #2 AWG P,oiecc 3#12, D#12GRD-%"C,EA 3#12,#12 GRD-%"C 3#12,#12 GRD-1"C �� 3-PHASE,4 WIRE THE ENCLAVES 4#2,#8 GR-1-1/2"C N CADWELD STANDBY 4#3/0,#6 GRD-2"C GENERATOR GENERATOR %"OJ X 10'LONG CIRCUIT COPPER WELD PROPOSED SEWAGE BREAKER GROUND ROD 200A,3POLE #4/0 NEMA4X TREATMENT PLANT ODOR MECHANICAL INFLUENT BESST PROCESS CONTROL vErvuuroR SCREEN CONTROLLER PUMP STATION CONTROL MOTOR CONTROL CENTER MDP �� TO PSEG POLE P,oie=,Ara,ess: PANEL CONTROL CONTROL NEMA4X PANEL PANEL M 56655 ROUTE 25 NEMA4X NEMA 4X UTILITY MANHOLE PROPERTY SOUTHOLD,TOWN OF SOUTHOLD METER LINE SUFFOLK COUNTY,NEW YORK 3#12, MANHOLE #12 GRD- 3#10, co,yreyMaprvmee�. co"�azrv"mee. 1000-63-3-15 %"C,EA 10 GRD 200A,120/208V,3 #2 AWG R9ae,",yRaie,e"�rv"mee,: -y,„C, POLE,SOLID SPD CADWELD 200A,3 POLE,200AT/200AF OEA 0 0 0 0 30 1/2 MAIN SERVICE ENCLOSED rte of Lmm„e: 2.8 2.8 NEUTRAL CIRCUIT BREAKER. AUTOMATIC 1.0 1.0 1/18 1.5 5.0 5.0 5.0 2.4 2.4 INFLUENT INFLUENT TRANSFER SWITCH _ 34"fd X 10'LONG ONE LINE DIAGRAM BLOWER BLOWER MECHANICAL SUPERNATANT AERATION BACKUP SLUDGE MIXER MIXER PUMP PUMP COPPER WELD NO.1 NO.2 SCREEN DECANT TANK AERATION HOLDING No.1 No.2 No.1 No.2 GROUND ROD (3.35 FLA) (3.35 FLA) (1.00 FLA) PUMP BLOWER TANK/SLUDGE TANK(8.63 FLA)(SPARE) (SPARE) &CONTROL BLDG. w No.1 (16.8 FLA)HOLDING TANK BLOWER (8.63 FLA) SURGE PROTECTION DEVICE SHALL BE CURRENT TECHNOLOGY MODEL SL3 (5.01 FLA) BLOWER (16.8 FLA) 200 208 3Y MD(')M2F.CONNECTION TO MAIN FEEDER SHALL BE#6AWG POWER PLAN (SPARE) CURRENT TECHNOLOGY HIGH PERFORMANCE CABLE 6Y(**)IN 2"PVC APPROVAL ; OX (16.8 FLA) CONDUIT. SCDHS 'SPECIFY TOP OR BOTTOM FEED , oval f County Department Other Health Services '"SPECIFY LENGTH. Approval for Construe[ion-OthThan Single Family Dawig ry"mee, 2 r,OF NEW Reference No. C-22-0081 Design Flow 11,420 GPD pRE Cy " w Use(s) Hotel&Restaurant E 2� These plans have been reviewed for general conformance with Suffolk * c ONE LINE DIAGRAM County Deparhuent of Health Services standards,relating to water c m E supply and sewage disposal.Regardless of any*missions, WM inconsistencies or lack of detail,construction is required to be in 2 = snee, d SCALE:NOT TO SCALE accordance with the attached permit conditions and applicable �(r� 092523 21 22 standards,unless specifically waived by the Department.This approval p expires 3 years from the approval date,unless extended or renewed. FESSIO PWGC PMer rvoC1,,, o�daazm, a o 12/13/23 mh,,d9a,Ldd20mme AVG1803i _v'1nca Approval Dale o,narvr1ksazEd­ao1­ _ E _ 8 ° F4' PHOTOCELL m TO LIGHT ATMOUNTEATINFLUENT10'-0ABOVE °q° PUMP STATION PWGFINISHED > BATHROOM GRADE - n EXHAUSTFAN B P CLIENT DRIVEN SOLUTIONS 0 ROSSER CONSULTING ENGINEER 3 PWG AND HYDROGEOLOGIST,P.C. 2'-1" MDP-13 3' 630 Johnson Avenue..Suite 7 3' r 3'-4" SWITCH TO FF AN INC BOTH LIGHT AND Bohemia.NY.11716-2618 CONTROL Phone:(631)589-6353.Fax:(631)589-8705 ' E-mail:INFO@ P W G ROS S E R.C O M J MOTOR OPERATED LOUVER - 3 8 (TYP) CONSULTANTS MDP-13 C J MDP-13 4410 4126RD 4,_9„ {f} E E E E 4BLOWER LABORATORY T-6" TO GENERATOR A AUTOMATIC TRANSFER SWITCH(ATS) A MDP-10 A-2 E E—TOGENERATOR MDP-10 J J //j/5 MDP 13� J —�/1—/— MAIN SERVICE CIRCUIT BREAKER B 4�� , MD-11V k- E E E E— T T T T CONTROL BUILDING LIGHTING PLAN DEPARTMENT SCALE:3/8"=1' REFERENCE NO. LIGHTING FIXTURES wMwAIRE-ur oNIA RSXLED P3 30K R4MVOLT SPADBLXD 'A' K,13,0 ORAPPROVED EQUAL SCDHS: C-22-0081 1. TYPEFIXTURES SHALL BE CHAIN HANG OR PENDANT MOUNTED,96"LONG VAPORTITE LED STRIP WITH (3,000 K,13,000 LUMENS) POLYCARBONATE OR FIBERGLASS REINFORCED POLYESTER HOUSING,FROSTED POLYCARBONATE LENS 12'-0"HIGH x 4"SQUARE WITH GASKET AND STAINLESS STEEL LATCHES,4000K,COLOR TEMPERATURE,10,000 NOMINAL LUMENS, STRAIGHT ALUMINUM LITHONIA CAT.NO.CSVTL961000OLMMVOLT40KSTSL.MOUNTING HEIGHT SHALL BE 9'-0". LIGHT POLE,LITHONIA TYPE SSA,BLACK 8 REVISED PER SCDHS COMMENTS 11/22/2023 2. TYPE'A-2'FIXTURES SHALL BE SAME AS TYPE W BUT 48"LONG WITH 5,000 NOMINAL LUMENS,LITHONIA CAT. 7 REVISED PER CLIENT 10/24/2023 NO.CSVTL485000LMMVOLT40KSTSL. 6 REVISED PER CLIENT 09/01/2023 5 REVISED PER SCDHS COMMENTS 07/26/2023 3. TYPE'B'FIXTURES SHALL BE WEATHER PROOF,WALL MOUNTED LED LUMINAIRE IN A DIE-CAST POWDER 4 REVISED PER SCDHS COMMENTS 06/30/2023 COATED ALUMINUM HOUSING,WITH INTERIOR REFLECTOR AND DIE-CAST GASKETED DOOR FRAME,3,500 K 3 REVISED PER SCDHS COMMENTS 06/05/2023 COLOR TEMPERATURE,3,200 NOMINAL LUMENS,LITHONIA CAT.NO.WDGE2LEDP335KSOCRIVWMVOLTSRM 2 REVISED PER SCDHS COMMENTS 03/21/2023 (COLOR TO BE DETERMINED BY OWNER).MOUNTING HEIGHT SHALL BE 10'-0".FIXTURES SHALL BE 1 REVISED PER SCDHS COMMENTS 11/17/2022 CIRCUITED TO MDP-11 THROUGH PHOTOCELL CONTROL AS SHOWN ON THIS SHEET. N,m, ­�­u—,pt- cal, 4. TYPE'C'FIXTURES SHALL BE WALL MOUNTED BATTERY POWERED EMERGENCY LIGHTS.MOUNTING HEIGHT oe ey BAC/LT Date B„em�uea SHALL BE 7'-0".FIXTURE SHALL BE DUAL LITE MODEL LM40-12V-1205L,DUAL HEAD WITH SEALED LEAD ora„a By Date aealm CALCIUM BATTERY,120 VOLT INPUT. LT 11/11/2022 App—d By &ale 5. TYPED'FIXTURES SHALL BE 36"WALL MOUNTED LED WITH WHITE SCRYLIC DIFFUSER,LINHONIA MODELMotBAC AS NOTED FMVTSL361 N MVOLT 30K 90CRI. THE ENCLAVES 6. EXIT LIGHTS SHALL BE DAMP LOCATION,WALL MOUNTED LED WITH DUAL EMERGENCY LIGHTS AND 56655 ROUTE 25 BATTERY,RED LETTERING IN WHITE THERMOPLASTIC HOUSING,WITH TEST SWITCH.LITHONIA CAT.NO. 12,_0" SOUTHOLD,NY 11971 ECRGSQM6. P"t. THE ENCLAVES PROPOSED SEWAGE GROUNDLUG HAND HOLE TREATMENT PLANT 120V,MDP-11 roieal ANCHOR BOLTS ALUMINUM BASE 56655 ROUTE 25 1"DIA.GALVANIZED COVER SOUTHOLD,TOWN OF SOUTHOLD RIGID STEEL CONDUIT SUFFOLK COUNTY,NEW YORK 18"SQUARE CONCRETE counlyray Map Nunmer. convact rvumeer. FOUNDATION 1000-63-3-15 Regdatory Relere Number. GRADE GRADE rte of Drawing: CONTROL BLDG. 24" ELECTRICAL 1"PVC SCHEDULE 80 #2 BARE COPPER EXTERIOR LIGHTS CONDUIT TO GROUND LIGHTING PLAN I PHOTOCELL TORK CAT.NO.20010R APPROVAL EQUAL CONTROL HOUSE CONDUCTOR 4'-0" CADWELD a Y"X 10'LONG Suffolk County Department of Health Services s COPPERWELD Approval for Construction-Other Than Single Family oawi�g rv�mear COUPLING OF NE{y EXTERIOR LIGHTING CONTROL DIAGRAM GROUND RQD �� 'n, Reference Ido, C-22-0081 Design Flow 11.420 GPD ,` N.T.S — Q ANDREW Uses) Hotel&Restaurant These plans have been reviewed for general conformance with Suffolk - County Department of Health Services standards,relating to water W a supply and sewage disposal,Regardless of any*missions, = s— d o inconsistencies or lack of detail,construction is required to be in SFO 092523 ��V 22 22 accordance with the attached permit conditions and applicable yp OUTDOOR AREA LIGHT DETAILS standards,unless specifically waived by the Department.This approval FESSIO PwGer,,tN,mW expires 3 years from the approval date,unless extended or renewed, th,,d orlxe Rlerallonaratltlillon AVG1803 E NOT TO SCALE 12/13/23 toaiae"Aianar-t aoaumanla _ a riaamaarsee�ioa nca '' ofiha N­,kr-Ed-