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Southold Fuel Dispensing Facility (2)
I I I r I TOWN OF- SOUTHOLD J I SUFFOLK COUNTY , r INDEX . t 1 . COVER SHEET 2. OVERALL SITE PLAN 3. DEMOLITIONS & REMOVALS PLAN 4. PROPOSED SITE PLAN 5. ELECTRIC PLAN NOT INCLUDED FOR SCDHS SUBMISSION 6. 8,000 GALLON DIESEL TANK 7. 8,000 GALLON GASOLINE ` � �r• _ TANK 8. TANK DETAILS 9. DETAILS 10. SITE DETAILS ""` .••s. 11 . DIESEL SPILL BOX 12. GASOLINE SPILL BOX 13. UTILITY BUILDING DETAILS (NOT INCLUDED FOR SCDHS SUBMISSION) ' "' T•• . '`' ". " ''' 14. FUEL CANOPY DETAILS (NOT INCLUDED FOR SCDHS SUBMISSION) Y PLANS FOR U -1L ""' ISPY' NSING S 0% UTH LD F U Yh E FACILITY SOUTHOLD , •SUFFOLK COUNTY, N .Y. SCTM# ='4000—'75-05- 14. 1 w .� m r ' /� w 4 fix' ti + P 2 0 Counly Park NOTE. 'La IidrngY�ark.. ' Go.dsmith's . .. falai par�S r ! _,_ •f, $art,Qfd n��,�,+"'�+ say' THE STORAGE FACILITY MUST BIE CONSTRUCTED IN ACCORDANCE WITH THE ' APPROVED PLANS. ANY CHANGES IN DESIGN, MATERIALS OR USE REQUIRES PRIOR I 7_ WRITTEN CONSENT OF BOTH THE DESIGN PROFESSIONAL AND THE OFFICE OF POLLUTION CONTROL. THE CHANGES MUST BE SUBMITTED IN A FORM THAT IS P�cani�xCarey Creek t.� .. 'Comae Creek •; „ .•` ACCEPTABLE TO THE OFFICE OF POLLUTION CONTROL. THE CONTRACTOR AND/OR THE DESIGN PROFESSIONAL IS REQUIRED TO INFORM THE OWNER THAT THE ` -� ' � as ,• ",,'.!I�a f�','• °-� ��=_ � -,.. _ ` ._�._. . ` ... cn ' v. z• afeY, �, CHANGES ARE BEING MADE. *k :Corey Creek �r.> , Flarb�r,F'erl� 'V SITE LOCATION ley E]is t 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD _ . A25 hinri Estate 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD � in•eyirrds and �q, ° sf '�. _., .. _ Brwdova les armhase ��� . yw tify�{�{►atPr '/'{� �'p.<is; DATE BY DESCRIPTION APPROV. BY 'CutGFIci•tj e Psi `� ��� 4, ';. OL COUNTY P REVISIONS 4e i - r SUFFOLK DEPARTMENT OF HEALTH SERVICES - , • ..ti `� �� • . ,.- - .��.” y} �"� - . � ,I k BUREAU OF ENVIRONMENTAL ENGINEEf21NG. I TOWN OF SOUTHOLD — ,rr� ill' , APPROVAL TO CONSTRUCT SC �,' � � 3 R 2 HIGHWAY DEPT. ,t�;.; SOUTHOLD, SUFFOLK COUNTY, NEW YORK ttrrth Fork . ..f -xo �r• - , "'' ti,,rs�shae. `' S Gauntry Club �r ,` e�F.Y� � � These plans and specification have been reviewed �,.. and found to be in c�orrrplianee with Suffolk CountySOUTHOLD FUEL DISPENSING FACILITY GUiGliQgtJ� ° -.. a ry req sed upon information Sanitary Code requirements ba a -� 2� Harbor oval t F =r, o b y the applicant.This appy su muted b o construct expires AUG ; 2015 of NEy;y� COVER SHEET — AUG 21 201 tan Date ,`Q� G. 0 LOCATION MAP -- y cn THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS APP VAL tA 1 ENGINMR * L. K. McLEAN ASSOCIATES, P.C. ti N.T.S. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Chris Won w r CONSULTING ENGINEERS 437 SOlrTFI OOIMTRY RD.. MlOOIOIAVEN. NEW YORK 11719 o AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER Asst Public Health Engineer W DRAWING N �q THE SUCH ALTERATIONS AREIRECTION OF A CENSED PROFESSIONAL MADE, THE PROFESSIONAL ENGINEER, ENGNEER ERE � Deaiyned By: MF scale:' AS NOTED cv O MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF hS THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drawn MF Dote: APRIL 2014 j (NYS ED. LAW SECTION 7209-2). Approved W. RGD Rile No: 13108.000 PECONIC LANE I -- — WALK S 4_3.34'02" E 202,82' Q ASPHAL©— — ..._ PAVEMENT SOUTHOLD HIGHWAY YARD I W ROOF OVER F ' TANKS NIF SCTM# 1000-75-05- 14. 1 DAVID LAFRENIERE SCTM#r l TABLE OF EXISTING & PROPOSED STORAGE TANKS p __ I N OO 1000-75-05-09 LOO ~PROPANE HIGHWAY 1-1/2 Q CU W TAN STY, WD, FR '� S.C.D.H.S. SIZE PRODUCT TANK LOCATION NOTES W MAINTENANCE © TANK # (GAL.) TYPE Q ` BARN 3 _ _ © 1��1�#I3W1 -__� 2 2,500 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED I PROPAN 5 8 1 ,000 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED I I TANN Q 9 11000 GASOLINE STEEL W DIKE ABV OUT TO BE REMOVED r� -� "'t LIL EMILY/ROSE CORP, a 10 1,000 DIESEL STEEL W DIKE ABV OUT TO BE REMOVED IO - 7•0-,, " SCTM#r 1000-75-05-10 © ti 11 1,000 DIESEL STEEL W DIKE ABV OUT TO BE REMOVED v I DIf/GRA VEL M © y 3 I I UOF OVER AS e Q 11 y ¢ 12 275 2 FUEL OIL STEEL IRON ABV IN z f�UEL TAN'�KS ETER x _ 0 13 1,540 DRUM STORAGE ABV`/IN % / S 6*20'58 W o: 14 1,400 CY SALT STORAGE DOME ABV OUT tr) / / I `��9 0041,16' ¢ 15 1,200 CY SALT STORAGE DOME ABV OUT Cl) W I I C O �•�\�<<"-p PAN�S 43.39'02" E ill. 16 140 DIESEL GENERATOR ABV OUT w \ HAINLINK FENCE 17 8,000 GAS HOOVER VAULT ABV/OUT OUTSIDE GARAGE AREA (PROPOSED) 1 N/F I �� I I _77QUEM #3 18 8,000 DIESEL HOOVER VAULT ABV/OUT OUTSIDE GARAGE AREA (PROPOSED) MARINA TSDKANOS, I Z I I© 12-5 T Y �17.O�ED/PUM STEVEN STAVROS N/F G�NERAFTL7R 16• HOUSE N/F TSOKANDS AND ELAINE DRIESD. 5 ST JILL BL UM ELAINE KOKKINOS SCTM#r D A.rNr• $ \ ;r �- SCTM#r 1000-75-05-1.1 SCTM#r 1000-75-05-07 00 p ARN I \© / r a,�n T/GAVEL \ i 1 pp 1000-75-05-06 '111R / � S 45.53'12" E674.87' / 0 ACONCRETE PA VEMEN 6' CHAINLINK FENCE i 5 TANK 1-STY, E ��— j—_ - SNC CURB IM=1518 STORAGE CONC, WD, FR u \ '�� �6' STOCKADE lV 4§#30'52" W 208,32'4' STK, FE, Derr \ /V � - BUILDING BUILDING DING C� � A'L,li'• l 40' DIA, 51' DIA. �� I I ` S 1 BLOCK RETAINING WALLS ��. �� 4NIF . rJ / EUGENE GRIMES AND SURVEY NOTES MARYrELLEN GRIMES 1. ALL PLAN COORDINATES ARE BASED ON THE LONG ISLAND ZONE C�(��/ C����� j1$� � � � � E SCTM# 1000-75-OS 11 ) / L \" OF THE NEW YORK STATE PLANE COORDINATE SYSTEM N.A.D. C C )))))III c C� � ELEC. W ' �� PANEL TQ 1983). j ¢ ASPH�LT PAVEMENT w z - - - - 2. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. /�� 1 > \ �r 3. ELEVATIONS REFER TO NAVD 88. 4. RIGHTS-OF-WAY SHOWN ARE NOT CERTIFIED. Arm;� a 5. TOPOGRAPHICAL FIELD SURVEY BY LOUIS K. McLEAN ASSOC., P.C. O \�6 2 " Y CHARLES SLAMA, TRUSTEE NIF OF NOVEMBER 5, 2013. IIIIIIIII 15 I �-. OF THE CHARLES SLAMA \j / IIIIIIII r2 0 I II I III z 3 REVOCABLE TRUST z CO fir 129• 1� . AGREEMENT M \> \ \ DIRT I� I 3 S / BB OKE�IK ASPHALT PAVEMENT ,16.5 SCTM#r 1000-75-05-12 / 11 I►II, 0 ) I II�IIIIII� �II�IIIII / III��II II \ / �.. I IIIIIlil11��I 11111VIII 111 II � "' - - } � �E�� p _ �=��� \ O NK FEN 16.5 _� `\� ���� _RAP, V'� , �H Lr� A )N&r Tgm \� S ASPHALT PAVEM N ETE TALL 'I N/F \��\�' �\�\�\��� �- B TRAILER \ �,` BERRY & BERRY, LLC 1 ��1'I11� CGNCRETE CUR \� ® I I ' SCTM#r 1000-75-05-13 RIM=15.42 L___ X \ �` IC, LLC , \� -74-05-15 J ,1\ ,/ i N - 16.5- I� /�\\� J -- o o \ \ E 20500' _ _ 11 N (6 ����\ , GATE $ .50013"02" __-___-__ �, I / �\�.�� i---------' --------- J to 3 z -17.0— / �� J / �� � , - -------=- - r a \ I ((���--— \� / / \ i ANIMAL - - �� .. _ ( 37 o to 17. ///�� / i , SHEL TER BLOCK �Gj• V f � RIM=14.6 9 O ✓/ BLDG, 1-STY, l� O Z ® 1 _ ASPH L PAVEMENT Z l STY ., DD NOT ¢ x , O x WD. FR, GAR. VACUUMS ENTER L-j , t o Les-o --- x RIM=16.04® 1 X \ , \ \ \ / ��� BLOCK POLICE BLDG. -� �11111 r / ✓ ��� - \ / II� IMPOUND v 1-STY.` � X ��� \ \ I I I ` ��Z,�_ �\ \ 8' CH NLINK YARD W RIM=11.73 O x \ \ \ I I I I _7�// �� �� �� ` \� FENCE DNC, PAD WITH A/C X UTIL, \ I / l � � \\ A/ N ANTENNA BLDG, \ jII I /I / \����\ C UNITS I \ � L�/I ��/I���� \\�\, \` DOG PENS ANTE 3 / v�_`�_ �)1���� ) 2 SATELLITE �__ / ------------------ X \ \ \ l �LC L- —�•= JJ���I ll� �x DISH PAD ERA TOR U ASPHALT PAVEMENT RIM 6 #259D LIL #259 0 1 \ --�_- fl —fly- BH-- - - - � �jC X� -E}H-- -8' HAINLINK_FEN E — ' -- LIL 059 — — — - �, _ - - - 1020,48' — — UEM LTL-#2-59- N 46'51'22" W 0- 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD DATE BY DESCRIPTION APPROV. BY OVERALL SITE PLAN REVISIONS TOWN OF SOUTHOLD — HIGHWAY DEPT. � 0 50 100 44 � 1 H If - U SOUTHOLD, SUFFOLK COUNTY, NEW YORK Cm SOUTHOLD FUEL DISPENSING FACILITY NhrisWong �OFNEi OVERALL SITE PLAN a� C -6 Asst Public Health Engineer G. r o L. K. McLEAN ASSOCIATES, P.C. � � ... k CONSULTING QIGINEERS 437 3011TH COUNTIIY RD, MROOKIIAVEN, NEIN YORK 11719 d- 0 0 �• Designed By: MF scale: AS NOTED DRAWING N o �4d Drown By. MF Date: APRIL 2014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 2 Approved W. RGD File No.: 13108.000 //� ��O' x KEYED NOTES: DEMOLITION NOTES j x �� �����1// %CC�C�C�C<<C���G%//""'���% / I / 1❑ REMOVE CONCRETE PAVEMENT (2,510 SF) AS REQUIRED 1. ALL PROPOSED WORK SHALL CONFORM TO THE REQUIREMENTS OF THE S.C.D.H.S. �� / �CCC� _ ,,,,,,, /,� 1 I FOR PROPOSED WORK. SEE PROPOSED SITE PLAN. x° �_��\\\ 1 / /�j / l i 2. THE CONTRACTOR SHALL MARK OUT EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO \\\� ��/II \\ \\\\� � / /�' ���� '` 2 FULL DEPTH SAWCUT CONCRETE 418 LF AND PROTECT UNDERGROUND UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EDGE TO MAINTAIN A CLEAN CUT. 3. THE S.C.D.H.S. (854-2523) IS TO BE NOTIFIED 48 HOURS PRIOR TO TANK REMOVALS, ABANDONMENTS, AND X / //////i�� ����� ���� I I — INSTALLATIONS. ��///j/j \`� ��``\`� �� 3❑ REMOVE BUILDING (1,081 SF SINGLE STORY), CONCRETE \��\�� �\ I SLAB, CONCRETE FOUNDATION, STAIRS & ALL ELECTRIC 4. PRIOR TO EXCAVATIONS IN PAVED AREAS THE CONTRACTOR SHALL SAWCUT THE CONCRETE TO THE APPROXIMATE LIMITS ������ � EQUIPMENT. 1\ SHOWN OR AS REQUIRED AND DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE EXCAVATED CONCRETE AS x z I Ij III Ilj 111111 III IIIII<<�\/ 11 I CONC. I SPECIFIED. STORAGE 4 REMOVE EXISTING TANK, ROOF, CONCRETE SLAB & ALL ❑ 'UNDERGROUND l I BUILDING x TANK EQUIPMENT AS PER SCDHS & NYSDEC STANDARDS. = I I � /V 11111111 I I I II I1���\ \\�_ � ///�IIIIII III I l I 1 40' DIA, 5 ABV = ABOVE GROUND © I I x " I IIIII I III I I�I�\\\\\\\ \ /// llllllll I I RELOCATE EXISTING STOP SIGN. SEE PROPOSED SITE OUT = OUTSIDE IPLAN. IN = INSIDE © ; \\\�\�_=����������� /����/�% / / 6❑ EXCAVATE AS REQUIRED (4,565 SF) FOR PROPOSED 6. EXCAVATION WITHIN 15' OF ANY STRUCTURE IS STRICTLY PROHIBITED WITHOUT PRIOR APPROVAL FROM THE OWNER. WORK. SEE PROPOSED SITE PLAN. ALL UNSUITABLE OR ! EXCESS MATERIAL IS TO BE REMOVED OFF SITE. 7. THE ROUTING OF CONDUITS AND LOCATION OF PANELS SHOWN ON THE PLANS IS DIAGRAMMATIC ONLY AND SUBJECT TO SUCH MODIFICATIONS (WITHOUT EXTRA COST TO THE OWNER) AS CONDITIONS MAY NECESSITATE. ElCONC. REMOVE EXISTING CHAIN LINK FENCE (21 LF).RA GE g, EXCAVATIONS IN VEGETATED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS WITH NEW TOPSOIL AND SEED AS ►�3 _ ����/ I a / HOLE � � � � 1 1 BUILDING DING 8�. CONTRACTOR SHALL VERIFY EXISTING CONDUIT CAN BE SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AN ACCEPTABLE STAND OF GRASS. REUSED TO RUN THE POWER & CONTROL WIRING FOR I I 51 DIA, x THE ALARM PANEL & FUEL MANAGEMENT SYSTEM. 9. COPIES OF THE TRUCKING MANIFESTOES SHALL BE PROVIDED TO THE ENGINEER WHEN PETROLEUM PRODUCTS ARE BEING EXISTING WIRES ARE TO BE REMOVED. TRANSPORTED FOR DISPOSAL. , 61 R9. CONTRACTOR SHALL ABANDON ALL MONITORING WELLS 10. ABOVE GROUND TANKS SHALL BE NO CLOSER THAN 5 FROM ANY PROPERTY LINE OR COMBUSTIBLE STORAGE. DIESEL S� ENCOUNTERED DURING CONSTRUCTION. PLEASE NOTE TANKS SHALL BE NO CLOSER THAN 10' FROM ANY BUILDING OR COMBUSTIBLE STORAGE. THAT THE WELL LOCATION ARE APPROXIMATE & MAY HAVE�- 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE OWNER WITH AN UNINTERRUPTED SUPPLY OF THEIR FUEL ALREADY BEEN ABANDONED. DURING ALL PHASES OF CONSTRUCTION. THIS MAY BE ACCOMPLISHED BY PROVIDING TEMPORARY TANKS OR SCHEDULING I x THE INSTALLATION OF PROPOSED TANKS PRIOR TO REMOVING EXISTING TANKS. j ro x /� / .s G 12. ALL CONCRETE TO BE AIR-ENTRAINED, 4,000 PSI, 28 DAYS. COVER WITH CURING MEMBRANE 7 DAY MIN., 5 - 8% AIR q T / ASPHAL T PAVEMENT I CONTENT. , © n E xl i i I \ \ x 13. EACH TANK EXCAVATION TO BE BACK FILLED TO GRADE W/ CLEAN GRANULAR SOIL FROM ON-SITE IN 6" COMPACTED J l a I � CNC. LIFTS �1 THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PROTECT PROPERTY AND PERSONS WORKING IN OR NEAR ANY XPROPANE EXCAVATION. THE PRECAUTIONS SHOULD INCLUDE, BUT ARE NOT LIMITED TO 1-STY. TANK © 1. LOCATION AND PROTECTION OF ALL UTILITIES NEAR THE EXCAVATION PRIOR TO EXCAVATION. G FR, I O © a I ` e 1 x 2. MEANS OF SECURING OR SHORING THE EXCAVATION WALLS. © © 3 Q I '___, 3. MEANS OF EXPOSING PERSONS TO HAZARDOUS FUMES FROM THE EXCAVATION. O © 4. PROTECTION OF PERSONS FROM HAZARDS ASSOCIATED WITH WATER ACCUMULATION IN THE EXCAVATION. � o \ 6 \aj� ' CD/VCRETE CURB © 5. BARRICADES AND/OR FENCING TO PREVENT UNAUTHORIZED VEHICLE OR PEDESTRIAN TRAFFIC. TO BE INSTALLED MIN. CHAINL IA/K n \ � 3'-0" FROM ALL OPEN EXCAVATIONS FENCE ®RIM=15,42 a 6. INSPECTION OF EXCAVATION AND SURROUNDING AREAS AT LEAST DAILY. ! 13 r_— G \ I \ 1 MAIN BI 17/- HIGHWq y 1 G 7. COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS INCLUDING PART 1926, SUBPART P. I \ E/�/,gNCE BARN 1 8. CONTRACTOR SHALL PROTECT ALL ADJACENT EXISTING ELEMENTS TO REMAIN DURING DEMOLITION AND ELT-C, c ` ` CONC. \ 1 CONSTRUCTION. � �\ � \ \ PANEL P� -- -_ � — 1 -� On 9• PROPERTY SLOPE SIDES OF EXCAVATION OR PROVIDE SHORING, SHEETING AND BRACING TO PREVENT CAVING, _ .�18 5_ — FILE EROSION OR GULLYING OF SIDES OF EXCAVATION. x —18,0� 10. ALL SHORING TO BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN NEW YORK STATE, HIRED AND PAID b FOR BY THE CONTRACTOR x �4 TE /'` ►� / '' -17.0- -- = _ 8 \ \ \ a r W-BEAM GUIDERAIL 2 CONCRETE PA YEMEN T-., \ ,--16. _ _ 1 \ �' LEGEND ASPHAL T PAVEMENT y 5 2 \ , CONCRETE PAVEMENT REMOVAL 7 EXISTING TANK TO BE REMOVED + + + + + 0 ; PROPANE PROPANE GAS E + + + + + �.::..... GAS j �-'� TER TANK. TANK x x x L_ _ x � + + + + + t:::::; 1�__ $ ++++++..+t++.++ EXISTING BUILDING TO BE REMOVED 6' CHAINL INK FENCE x --7j' GxA 6 +++ + + + + + LI-A METER !-- . . . + . + . . GA TE .OI + + + + + :` 4 AREA OF EXCAVATION & GRADING I � o ' �rl ,6`S� l GWD, FR,AMAINTENANCE PAVEMENT RT�/GRAVEI BARN — -18.5— _= FULL DEPTH SAWCUT a I 3 r-16.5, j 11118.5 EXISTING CONTOUR � � b I 3 � 3 ! 2 X I ( r Q /� I � � \ ® EXISTING MONITORING WELL \ EXISTING SPARGE WELL EXISTING 16.0\ �/ �p-- b ® ! GRADE x x X _ SCDHS TANK NUMBER :•• •• 0 DARK BROWN LOAM BROWN SILT c / 4.0 BROWN SILTY SAND I = / I r O�EANEL y / Q P © x 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD I DIR�/GRA VEL 1 0 1 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD BROWN FINE TO MEDIUM SAND ' Iq r-� LL- (0 i J DATE BY DESCRIPTION APPROV. BY 9 0 \ � � REVISIONS L PALE BROWN FINE TO COARSE SAND I SED/PUM l a TOWN OF SOUTHOLD — HIGHWAY DEPT. HOUs� �, H M 1 4 U 4 3 •• 2 SOUTHOLD SUFFOLK COUNTY NEW YORK 15.1' WATER IN PALE BROWN FINE b SOUTHOLD FUEL DISPENSING FACILITY .o TO COARSE SAND I /x= Q. 23.0' / UEM n�j © QF NE PO / ' � � Q� y DEMOLITIONS & REMOVALS PLAN G. o TEST HOLE x Asst public�Health Engineer A. • I v (NOT TO SCALE) DEMOLITION 8c REMOVALS PLAN 15'S� 165 CONSULTING, , L. K. McLEAN ASSOCIATES, P.C. RIM= _ - STS' �, CONSULTING ENGINEERS S00iH COWHIY RD., MMOKHAVM NEW YORK 11719 �- o � 0 30' 60' ` � - J ,n �, �, n X— � ------ � ocn \ '-------_----F' _____-, � ;# � � � � 3 � © � © � 0 Fp '�• Designed By. MF Scale: AS NOTED DRAWING N0 N - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown Br. MF Date: APRIL 2014 MAIN ROAD (S R. 25) Approved W. RGD Rio No.: 13108.000 i GENERAL 2 - 1. ALL WORK TO BE IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL CODES AS WELL AS IN STRICT COMPLIANCE WITH APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION AND NATIONAL ELECTRICAL CODE SPECIFICATIONS AND REQUIREMENTS. 2. ALL EQUIPMENT WHEN APPLICABLE IS TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES, INC, FOR THE 1-STY, G` INTENDED PURPOSE. BLOCK HI MAINT Gy�✓A Y 1 ENANCE BARN 3. ALL MATERIALS SHALL MEET OR EXCEED MANUFACTURERS WRITTEN SPECIFICATIONS. — I CON \ PDC \ - 1 c� 4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND EQUIPMENT ADJACENT TO THE WORK, SUPPORT AND '^ — " - - _ 17 "�Q p RELOCATE IF NECESSARY ALL EXPOSED LINES AND MAKE COMPLETE RESTORATION OF DAMAGED PIPING, CONDUIT, A -E- WIRING, CABLES AND APPURTENANCES AT NO COST TO THE UTILITIES, OWNERS, AUTHORITIES OR ENGINEERS. • OFFICE- 5. THESE DRAWINGS DO NOT INDICATE ALL OF THE EXISTING EQUIPMENT, DEVICES, WIRING, STRUCTURES, PIPING, ETC. X --18.0 - " - - C-) EITHER EXPOSED OR CONCEALED. PRIOR T0, COMMENCING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN AND/OR 20 b VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THE AFFECT THE WORK. _ 1 p \ n 6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATE THE GENERAL ARRANGEMENT OF THE VARIOUS SYSTEMS AND THE APPROXIMATE RELATIVE LOCATIONS OF THE EQUIPMENT / DEVISES / ITEMS. \ \ 7. ALL EQUIPMENT SHALL BE INSTALLED / PIPED / WIRED IN STRICT COMPLIANCE WITH THE REQUIREMENTS AND 19 \ •18RECOMMENDATIONS OF THE EQUIPMENT MANUFACTURER. CONCRETE PAVEMENT 8. NO SMOKING / STOP ENGINE SIGN TO BE POSTED IN ALL DISPENSING AREAS. 1 i 9. TANK FILLS TO BE COLOR CODED USING THE AMERICAN PETROLEUM INSTITUTES SYSTEM OF IDENTIFICATION AS \ 5 IMPLEMENTED BY LOCAL CODE. 1 5 1 \ 2 ---16.5 \ ; 10. INSTALLER SHALL FURNISH WRITTEN APPROVAL OF COMPLETED INSTALLATION FROM ALL GOVERNING AGENCIES. 1 7 " 13 16 — — — ; 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES / PIPING, ETC THAT EFFECT THE WORK. 13 rM \,6 - --I E �- •� • -��� � 2 . . � I 11 12. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR SUFFOLK COUNTY DEPT. OF HEALTH APPROVAL. THE DESIGN %•0\ �, A, , G �� ENGINEER HAS NOT BEEN RETAINED TO PROVIDE ANY FURTHER DETAIL THAN IS REQUIRED BY THE COUNTY OR SECURE �y �J J ANY OTHER PERMITS WHICH MAY BE REQUIRED PRIOR TO THE COMMENCEMENT OF WORK. e r. % —,�-- •. X50.8 -- —' E — 14 O o o GAS 13. THE DESIGN ENGINEER HAS NOT BEEN RETAINED TO PROVIDE A SHORING DESIGN. THE CONTRACTOR SHALL BE = -9 -�� --E'-_f. -7 A41 ' RESPONSIBLE FOR PROVIDING A SUITABLY DESIGNED SHORING SYSTEM TO PREVENT CAVE INS WHERE APPLICABLE. 16.5j GAS v 15 '• ��° .• METER i 4 TANK NOTES: -�--, X 'X ) i 1. INSTALLER IS TO FIELD PRESSURE TEST TANK AS PER THE MANUFACTURERS WRITTEN SPECIFICATIONS PRIOR, ATI l �.•'d �.: �` :•_ 4 MAX. ! DURING AND AFTER INSTALLATION. .. D yi 3 6 xI 8 I : m O 2. ALL UNUSED TAPPING ARE TO BE PLUGGED. � . . 16.5 r \ ON �sS s 1 / ASPHAL T 3. INSTALLER TO PROVIDE CERTIFICATIONS FROM THE TANK MANUFACTURER AND PIPING MANUFACTURER THAT ALL IfjoL 16 HIGHWAY 1-1/2 STY. PAVEMENT WORKERS HAVE SUCCESSFULLY COMPLETED REQUIRED TRAINING FOR ALL PRODUCTS SPECIFIED. C-) I l 2 �� •s\ / / WD" FR. MAINTENANCE DIRT/GRAVEL BARN 4. ABOVEGROUND TANKS TO MEET THE DESIGN MANUFACTURING STANDARDS OF U.L. 142 AND BEAR LABEL INDICATING f 65.1 THEY MEET THIS STANDARD. I 10 r I n 5. ABOVEGROUND TANKS TO MEET THE DESIGN STANDARDS OF NFPA30. 528. 9 I I / 6. MEASUREMENTS FOR TANK LOCATIONS ARE TO THE SIDE OF TANK. R1 x / I '� X16 x - x -�_* - - - - - LEGEND PROPOSED CONCRETE WORK rn / o ELEC, PROPOSED TOPSOIL & SEED PANELIL 3 3 VR VR PROPOSED STAGE 11 VAPOR RECOVERY PROPOSED SITE P �A N PROPOSED CONCRETE CURB v E — E PROPOSED ELECTRIC (n 0 20' 40' Q- off PROPOSED OVERHEAD ELECTRIC � KEYED NOTES: — — — — — PROPOSED SAWCUT MCONTRACTOR SHALL SAWCUT CONCRETE (418 LF) FULL DEPTH AS DETAILED 14 CONTRACTOR SHALL INSTALL NOV SYSTEMS RED THREAD IIA BELOW GRADE DOUBLE WALL - — -18.5— — - EXISTING CONTOUR 3 SUPPLY PIPING AS DETAILED & AS PER SCDHS STANDARDS. 16.5 PROPOSED CONTOUR i n2 CONTRACTOR SHALL INSTALL CONCRETE PAVEMENT (2,600 SF) AS DETAILED. 15 CONTRACTOR SHALL INSTALL EMERGENCY SHUT OFF SWITCH, REMOTE MECHANICAL PULL EXISTING MONITORING WELL CONTRACTOR SHALL INSTALL TOPSOIL & SEED (860 SF) AS DETAILED. STATION, CONTROL HEAD, PNEUMATIC ACTUATING CYLINDER, 'REMcOTE ANNUNCIATOR & SIGN AS DETAILED AND AS PER SCDHS REQUIREMENTS. sw EXISTING SPARGE WELL ❑4 CONTRACTOR SHALL INSTALL THERMOPLASTIC PAVEMENT MARKINGS (260 SU) AS DETAILED. F16 CONTRACTOR SHALL INSTALL ALL CONDUIT, CABLES, CONTROL WIRING & PULL BOXES (n REQUIRED FOR THE COMPLETE INSTALLATION OF THE TANK ALARM, CANOPY LIGHTS, FIRE �5 CONTRACTOR SHALL INSTALL CONCRETE CURB (165 LF) AS DETAILED. SUPPRESSION SYSTEM & TANK MONITORING SYSTEM AS PER THE NEC. a 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD Ln �6 CONTRACTOR SHALL INSTALL CONCRETE RETAINING WALL (23 LF} AS DETAILED. 17 CONTRACTOR SHALL INSTALL OVERHEAD CONDUIT, CONTROL WIRING, TELEPHONE AND POWER - F7 CONTRACTOR SHALL INSTALL 250KW NATURAL GAS GENERATOR AS DETAILED. TO THE OMNTEC ALARM PANEL AND FUELMASTER PRO FUEL MANAGEMENT FROM THE TANKS. 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD 18 CONTRACTOR SHALL INSTALL OMNTEC- MODEL# -OEL800011 --ALARM PANEL W/ OMNTEC DATE BY DESCRIPTION APPROV. BY 181 CONTRACTOR SHALL INSTALL 10'X12' PRECAST BLDG. W/ MAST & NEW ELECTRIC PANEL AS AUTODIALER MODEL #AD-8-1 ON THE WALL INSIDE THE EXISTING OFFICE. REVISIONS Q, DETAILED. ° 19 CONTRACTOR SHALL REUSE UNDERGROUND CONDUIT TO RUN CONTROL WIRING AND POWER TO _ I TOWN OF SOUTHOLD - HIGHWAY DEPT. CD 1-91 CONTRACTOR SHALL INSTALL NEW OVERHEAD 30 ELECTRIC SERVICE AS PER DETAILED & AS THE PROPOSED OMNTEC ALARM PANEL & EXISTING FUELMASTER PRO TANK MANAGEMENT _ '► 2 tt 3 SOUTHOLD SUFFOLK COUNTY NEW YORK PER NEC. u !�I 4 0 '4 K � SYSTEM. n �- � U Fol CONTRACTOR SHALL INSTALL TWO 8,000 GALLON VAULT-TANKS (1 GAS & 1 DIESEL), 20 CONTRACTOR SHALL CONNECT RELOCATED FUELMASTER PRO 3500 TANK MANAGEMENT SYSTEM SOUTHOLD FUEL DISPENSING FACILITY SPILL BOXES (2), MONITORING SYSTEM/ALARM, CONCRETE SLAB (567 SF), CONCRETE FILLED TO THE EXISTING CONTROL PANEL LOCATED IN THE BASEMENT OF THE HIGHWAY OFFICE. F BOLLARDS (28) AS DETAILED AND AS PER SCDHS REQUIREMENTS. 0�NEF� CONTRACTOR SHALL INSTALL 24'X36' FUEL CANOPY, "THE ATTENDANT II" FIRE SUPPRESSION o. , PROPOSED SITE PLAN SYSTEM & LIGHTS AS DETAILED AND AS PER NEPA 30 REQUIREMENTS. hrisWan - I U) [12] CONTRACTOR SHALL INSTALL 6" THICK CONCRETE DISPENSER ISLAND (175 SF), TWO DRESSER Asst Pubiic Health Engineer f oc , L. K. MCLEAN ASSOCIATES, P.C. WAYNE DISPENSERS MODEL 3 G7203D 28GHJ JS3 W HOSE MAST CONCRETE FILLED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD, NOOKHAVOL NEW YORK 11719 00 BOLLARDS (4) & RELOCATED FUELMASTER PRO FUEL MANAGEMENT UNIT AS DETAILED AND AS ��• 5 Designed 8y: MF AS NOTED DRAWING PER SCDHS REQUIREMENTS. 00 0' 13 CONTRACTOR SHALL INSTALL RELOCATED STOP SIGN (1) AS DETAILED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown By: MF Dote: APRIL 2014 4 �" Approved By: RGD File No.: 13108.000 TANK EQUIPMEN-F LIST 30.2'_ NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER 28.1 ' 1 4" NPT PHASE I VAPOR RECOVERY SIMPLEX FUELPORT W/ 4" STEEL PIPE TO TANK 27.4' 2 2" NPT MECHANICAL GAUGE OPW / MODEL# 20OTG–ENG 23.7 3 6" NPT SUBMERSIBLE PUMP FFEPPETRO /MMODEL#SSTPOOOVL221–VL15(DIESEL(GAS) )rr' �h � ( (I-Iee/ v-43����' /6 FILL PIPING DOUBLE 'WALL FRP PIPE/ RED THREAD 11A (3" PRIMARY, 6" 4 '. Q• � � '~ Q Q 4 4 / 4 4 Q i Q SECONDARY) • Q v �' f r 5 4" NPT LEVEL GAUGE OMNTEC / MODEL# MTG 20 + + 6 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 7 2" NPT PRIMARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT 0.5 � 25 — — 10 32 MODEL#23-0033 (DIESLE) #623V (GASOLINE) • • 12 8 4" NPT SECONDARY MONITORING PIPE OMNTEC LEAK SENSOR MODEL#BX–PDS 28 9 35"X18" SUFFOLK COUNTY SPILL BOX 7.5 GALLONS MINIMUM 26 11 J 10 42"X24" SUFFOLK COUNTY SPILLBOX 8 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 SECONDARY CONTAINMENT 19 3 27 — — 7.3' 7.9' 12 8" NPT EMERGENCY VENT OPW / MODEL #201-8080 16 0.4' 13 2" NPT SPARE 4 29 30 6 5 4 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT 9 Q. 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT 16 N/A SPILL BOX SIMPLEX /. FUELPORT W/ SPILL BOX 7 13 4 °17 2"/3" BELOW GRADE FRP PIPING DOUBLE WALL FRP PIPE RED THREAD 11A 2 PRIMARY, 3 I 31 SECONDARY) 18 2"/3" ABOVE GRADE PIPING DOUBLE WALL-STEEL PIPE FOR BOTH (2" PRIMARY, 3" SECONDARY) 15 4. 2 + 19 2" BALL VALVE OPW / MODEL #21 BV-0200 A Q / TRANSITION SUMP AST / MODEL #2922 14 Q 4 4 J ,�' 4 20 N 4.2 1.0 4 4 4 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 3' BETWEEN TANKS 22 2" TEST BOOT OPW / MODEL #TBA-3020 6" HALF COUPLING 23 N/A SUMP SENSOR OMNTEC / MODEL # BX–PDS FOR D/W PIPING. 9.7' 24 N/A INTERSTITIAL SENSOR OMNTEC / MODEL # BX–PDS PLAN VIEW 25 N/A EXPLOSION PROOF JUNCTION BOX N.T.S. 26 N/A RIGID METALLIC CONDUIT 27 N/A SUMP SENSOR OMNTEC / MODEL # BX–PDS 3 25 28 N/A FLEXIBLE ENTRY BOOT OPW / MODEL # EBF-0751 10 6" HALF COUPLING 29 4" DRAIN FOR SPILL BOX FOR D/W PIPING. 30 6�� FILL W OVERFILL PREVENTION VALVE & DROP TUBE OPW DROP TUBE MODEL 61 FT 19 26 7 31 4" NPT SPARE 151 28 8 min. 32 2" NPT SPARE 18 -- i 4 ♦ •♦ • • ' ► ' • ♦• • ••• -�••-~- - - D•i -,!•.- -.i �• t� i �'• J�•�+�'•••�•� ♦� �' �.i�•~ �, •.-. L �. i�•�+ �. • ••• • '- - - - -♦ - - r -► -f. �•• , • '. 2" STD. PIPE FOR —— — — — SEAL WELD ALL MONITOR ACCESS. I I FITTINGS & TANK N 6" COUPLING PRIMARY ( 6 9 27 I STEEL 4" SPACE BETWEEN STEEL WALL •� INNER & OUTER PRIMARY ' 11 OF INNER l FLoAToT j TANKS FILLED W/ TANK � , LIGHT WEIGHT FIRE TANK _ I I ' RATED MATERIAL $ j HOOVER VAULT TANK I'' 6.3' 6.9' 3o I UL 142 LISTED 0 0 o I 8,000 GALLONS 5 I ► R I I . I ID PROPOSED METAL I II I i C6 X 8.2# STRUT SYSTEM TO ' 24 FLOAT SUPPORTS W/ �"O j MOUNT FUELPORT 15 15 I HOLE EACH END 6 4 6 FOR ANCHORING. -v FILL SPILL BOX. mi i •o d Q d a I _ I o GRADE 21 a ° d d a a d d 8.5 o � END ELEVATION VIEW 17 ' SIDE ELEVATION VIEW PROPOSED 10" THICK REINFORCED N.T.S. o N.T.S. CONCRETE SLAB AS DETAILED. i TO EXPLOSION PROOF cr DISPENSERS21 JUNCTION BOX 20 23 2 RMC CONDUIT FOR FOR ELECTRIC. SEE LINE DIAGRAM. LL FRP ADAPTER U CL o 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD a� 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD DATE BY DESCRIPTION APPROV. BY REBAR #4 BARS ® 12" O.C. CHAIRS EVERY Approved as Noted REVISIONS EACH WAY TOP AND BOTTOM 48" MAX. EPDXY COATED TOWN OF SOUTHOLD — HIGHWAY DEPT. a. " MIN. SECONDARY TANK VOLUME CALCULATION Ii SOUTHOLD, suFFox COUNTY, NEW YORK a OV. PRIMARY TANK VOLUME = 284"(L) X 87"(W) X 75"(H) 1,853,100 IN'C — ©Q. ° 3 R 2 SOUTHOLD FUEL DISPENSING FAC ILITY a a 0 1,853,100 IN' (0.00057870)=1,072.29 FT4 .a T a ° a COV. y SECONDARY TANK VOLUME = 329"(L) X 87"(W) X 73"(H) = 2,089,479 IN' 8 , 000 GALLON DIESEL TANK \fir\fir\fir\fir\�i\fir\fir\� \fir\�i\�� 2,089,479 IN' (0.00057870)=1,209.18 FT' o 1,209.18 FT' = 9,045 GAL. Chns Wong # I mCOMPACTED SUBGRADE v ASS!t Public Health Engineer L. K. McLEAN ASSOCIATES, P.C. 0 8,021 X 1.1(110%) = 8,823.1 GAL NO. CONSULTING ENGINEERS 437 SUM COMM RD, BROOIOWVEK NEM► YORK 11719 oN 0 9.045 > 8.823.1 OK �pq ' S � , Designed By: MF Scale: AS NOTED DRAWING co TYPICAL CONC. SLAB DETAIL CESS , N � N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Dr'°'"'" Br. MF Date: APRIL 2014 i [ Approved By: RGD Flle No.: 13108.000 6 TANK EQUIPMENT LIST 30.2' NUMBER SIZE FUNCTION MANUFACTURER/MODEL NUMBER 28.1 ' 1 4" NPT PHASE I VAPOR RECOVERY SIMPLEX FUELPORT W/ 4" STEEL PIPE TO TANK 2 2" NPT MECHANICAL GAUGE OPW / MODEL# 20OTG-ENG 27.4' 3 6" NPT SUBMERSIBLE PUMP FE PETRO / MODEL# STP200-VL2-15 (DIESEL) 23'7' 3' BETWEEN TANKS FE PETRO / MODEL# STP150-VL2-15 (GAS) Q _• � r4 " 3"/6" FILL PIPING ' DOUBLE WALL FRP PIPE SECONDARY) 11A (3" PRIMARY, 6" Py` 'p ) 4 J 4 14 . . Q J -4 6e 540 f(� 5 4" NPT LEVEL GAUGE OMNTEC / MODEL# MTG 6 8" NPT PRIMARY TANK EMERGENCY VENT OPW / MODEL #201-8080 20 2" SCH. 40 VENT PIPE W OPW ATMOSPHERIC VENT 0.5 I 7 2" NPT PRIMARY WORKING VENT MODEL#23-0033 (DIESLE) #623V (GASOLINE) 10 3 8 4" NPT SECONDARY MONITORING PIPE OMNTEC LEAK SENSOR MODEL#BX-PDS 12 9 35"X18" SUFFOLK COUNTY SPILL BOX 7.5 GALLONS MINIMUM 28 • 10 42"X24" SUFFOLK COUNTY SPILLBOX 8 PRIMARY 26 11 J 11 2" NPT SECONDARY WORKING VENT 2" SCH. 40 VENT PIPE W/ OPW ATMOSPHERIC VENT MODEL#23-0033 STEEL WALL '*.1 a j SECONDARY CONTAINMENT j OF INNER I 27 12 8" NPT EMERGENCY VENT OPW / MODEL #201-8080 4 TANK 19 1 3 — — 7.3' 7.9' 13 2" NPT SPARE 11 0.4' 30 5 4 14 4" NPT FIRE RATED MATERIAL FILL CONTAINMENT SOLUTIONS / HOOVER VAULT _ 29 I 1 15 2"x2" GROUND CLIP CONTAINMENT SOLUTIONS / HOOVER VAULT FILL/SPILL Q. 6 16 N/A SPILL BOX SIMPLEX / FUELPORT W/ SPILL BOX "17 2"/3" BELOW GRADE FRP PIPING DOUBLE WALL FRP PIPE RED THREAD 11A 2 PRIMARY, 3 7 13 4 SECONDARY) 4 31 '.18 2" 3" `DOUBLE WALL " " I / ABOVE GRADE PIPING L STEEL PIPE FOR BOTH (2 PRIMARY, 3 SECONDARY) 1 2 §40 19 2" BALL VALVE OPW / MODEL #21 BV-0200 Q / 20 N/A TRANSITION SUMP AST / MODEL #2922 14 `� Q 1 O, 4 9.7, -•' a /' Q Q 4 21 N/A FLEXIBLE ENTRY BOOT OPW / MODEL #DEB-0300 4.2 ' 22 2" TEST BOOT OPW / MODEL #TBA-3020 6" HALF COUPLING 23 N/A SUMP SENSOR OMNTEC / MODEL # BX-PDS PL FOR D/W PIPING. AN VIEW 24 N/A INTERSTITIAL SENSOR OMNTEC / MODEL # BX-PDS N.T.S. 25 N/A EXPLOSION PROOF JUNCTION BOX 26 N/A RIGID METALLIC CONDUIT 27 N/A SUMP SENSOR OMNTEC / MODEL # BX-PDS 28 N/A FLEXIBLE ENTRY BOOT OPW / MODEL # EBF-0751 6" HALF COUPLING 3 25 10 29 4" DRAIN FOR SPILL BOX FOR D/W PIPING. 30 6" FILL W OVERFILL PREVENTION VALVE & DROP TUBE OPW DROP TUBE MODEL 61 FT 28 7 31 4" NPT SPARE 19 8'min. 32 2" NPT SPARE 26 R --- 4 1. ' ' • ► ' • •• • • ' r , i >• •IL ♦• ' • '• ' • ' r ► SEAL WELD ALL - - -•- -- - - - - - -2f STD. PIPE FOR MONITOR ACCESS. I I• FITTINGS 8c TANK 27 I • 6"' COUPLING PRIMARY j 6 I STEEL 4" SPACE BETWEEN STEEL WALL / PRODUCT 11 � I , PRIMARY J •� INNER & OUTER OF INNER FLOAT TANK TANKS FILLED W/ TANK : LIGHT WEIGHT FIRE 1 ' RATED MATERIAL 8 . j HOOVER VAULT TANK 6.3' 6.9' 3o I UL 142 LISTED I 9==0 0 1 8,000 GALLONS 5 I ► R 000 I : PROPOSED METAL i i C6 X 8.2# 3 STRUT SYSTEM TO 24 FLOAT I SUPPORTS W/ o MOUNT FUELPORT 15 6ff 4»_6» 15 HOLE EACH END FILL/SPILL BOX. ,• ♦ , FOR ANCHORING. GRADE 21 a a a a d a a a �� 8.5' —I a END ELEVATION VIEW . 17 SIDE ELEVATION VIEW PROPOSED 10" THICK REINFORCED N.T.S. o CONCRETE SLAB AS DETAILED. N.T.S. Qw --- --- 3 TO EXPLOSION PROOF i DISPENSERS JUNCTION BOX 21 20 2 RMC CONDUIT FOR FOR 0 2 ELECTRIC. SEE LINE FRP ADAPTER DIAGRAM. Cn a 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD a� 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD DATE BY DESCRIPTION APPROV. BY #4 BARS ® 12" O.C. CHA RS EVERY I1�ptuvedEACH as Noted AR REVISIONS o PDXYWAY TOP COATED AND BOTTOM 48" MAX. SECONDARY TANK VOLUME CALCULATION TOWN OF SOUTHOLD — HIGHWAY DEPT. PRIMARY TANK VOLUME = 284"(L) X 87"(W) X 75"(H) = 1,853,100 IN3 SOUTHOLD, SUFFOLK COUNTY, NEW YORK a v COV. IN 1,853,100 IN' (0.00057870)=1,072.29 FVV 1' 4 a 0 .i v '2 ° a a a f 1,072.29 Fr = 8,021 GAL. A SOUTHOLD FUEL DISPENSING FACILITY ° o o a a 2" MIN. SECONDARY TANK VOLUME = 329"(L) X 87"(W) X 73"(H) = 2,089,479 IN' E 479, 089 , 2 COV. IN3 (0.00057870)=1,209.18 FT3 o� 8 , 000 GALLON GAS TANK 6 \���\��i\��i\��i\��i\��/\��i\��/\��/\��/\��i 1,209.18 FT3 - 9,045 GAL. • 0 8,021 X 1.1(110%) = 8,823.1 GAL CM"B Wing L K McLEAN ASSOCIATES, P.C. COMPACTED SUBGRADE 9.045 > 8.823.1 OK Asst Public Health Engineer , K. CONSULTINO ENtiINEERS 437 sOurH COUHiRY RD., eROOKHAVEN, NEw YORK 11719 NO. Deei ned M F DRAWING 0 o � 9 BY' scale: AS NOTED N TYPICAL CONC. SLAB DETAIL Drown By: M F Dote: APRIL 2014 N N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 7 j [ Approved By: R G D File No.: 13108.000 • NOTE: FUEL DISPENSER MODEL 2HP SUBMERSIBLE PUMP TO BE MODEL# STPM200 AS 3 G7233D/GJK AS MANUFACTURED MANUFACTURED BY FE PETRO SY DRESSER WAYNE OR APPROVED CONCRETE CROWNED TO SHED WATER OATORC REMOTE 60VSP-1001 VAPOR E UAL SEE DETAIL ON THIS SHEET SIPHON PORT ANNUNCIATOR MODEL 2 FOR EL PVC CONDUIT OPW #SHEAR VALVE TO BE Q ( ) 2" ORANGE REFLECTIVE TAPE BAND 1/4" NPT LEAK DETECTOR RAs-2 FOR ELECTRIC TO FIRE INSTALLED WITH SHEAR PART OF 6" DIAMETER STEEL PIPE PORT - 2" NPT ALARM DEVICES " INLET PIPE TANK PORT 12.50" LASER GROOVE FLUSH TO 3/4 DISPENSER DISPENSER _I FILLED WITH CONCRETE � 1/4- NPT " BELOW TOP OF FLOOR EMERGENCY SHUT- OPW EMERGENCY SHEAR VALVE PAINTED 2 COATS REFLECTIVE WHITE 10.65 ' SEAL SPACE BETWEEN DISPENSER AND #10BHMP-5830 DISCHARGE OUTLET CONTROL HEAD ECH OFF SWITCH DISPENSER PAD WITH SILICON OR GROUT FINISHED GRADE 2" NPT -SEURED BY RIES As ME o rntE —� TOP OF CONC. RISER PIPE MANUFA CHEM OR F PULL71 4" NPT APPROVED EQUAL 4t STABILIZER KIT MODEL# 6" MIN. ° SBK-25 AS MANUFACTURED DISPENSER ISLAND ° REMOTE MECHANICAL PULL STATION MODEL BY APT ,. �• - p. ELECTRIC TO BE CONNECTED DISCHARGE/LEAK PNEUMATIC ACTUATING RPS-M AS t.;.:. ,.. p GkAVEI TO CONTROLLER MOUNTED DETECTOR CYLINDER MODEL MANUFACTURED BY DISPENSER ISLAND IN THE HIGWAY OFFICE CENTERLINE PAC-10/200 AS PYRO-CHEM 1"PVC CONDUIT TO ° DISPENSER AC JUNCTION BOX MODEL# STP—SCI AS MANUFACTURED BY -SHIELD FLEX co ° ° MANUFACTURED BY FE PYRO-CHEMOR HOSEMASTER FIRE PETRO. INSTALL AS PER RISER/COLUMN APPROVED EQUAL 1" PVC CONDUIT TO ALARM CONNECTOR MANUFACTURES PIPE CENTERLINE PANEL INSIDE BUILDING �`—'� SPECIFICATIONS. RMC CONDUIT 5.80 2"SCH. 40 0 S SUPPPOROR TS ALL SUMP PENETRA11ONS TO HAVE 2'-0" DIA. MIN. SEE LINE & UNISTRUT EXPLOSION-PROOF JUNCTION BOX BULKHEAD FITTINGSDIAGRAM CONCRETE ENCASEMENT LIQUID-TIGHT DISPENSER SUMP LM SERIES TYP. 2HP FE PETRO SUBMERSIBLE PUMP DETAIL SIGN AS DETAILED FIRE AS MANUFACTURED BY APT PPROPOSED A.0.RIMARY PIPING SMITH 2" FRP BOLLARD D ETAI LS NOT TO SCALE SUPPRESSION NOT TO SCALE MANUAL RELEASE DISPENSER LIQUID SUMP SENSOR LOCATED PROPOSED A.O. SMITH 3" FRP PNEUMATIC ACTUATION AT THE LOWEST POINT OF SUMP BY SECONDARY CONTAINMENT PIPING LINE AS MANUFACTURED BY PYRO-CHEM OR FUEL DISPENSER MIODEL# APPROVED EQUAL OMNTEC, MODEL BX—PDS REDUCER W/ AIR STEM TEST BOOT W/ TEST VALVE. PULL 3/G7203D/28GHJ/JS3 (11N0 PRODUCT, D BACK AFTER TEST TWO HOSE HOSE DISPENSER) W/ HOSE (DETACH FROM SECONDARY GALVANIZED STEEL PIPE FITTINGS, TYP. MAST AS MANUFACTURED BY DRESSER PIPE WHEN NOT TESTING) 2" FRP ADAPTER WAYNE COMPRESSION RING 12"0 X 3'-0" 15' FUEL-FLO SOFTWALL 4 SPIRAL RUBBER BOOT CONCRETE BASE TYPICAL DISPENSER SUMP EQUIPMENT SECTION MODEL# 110201 (DIESEL) #109201 BAND CLAMP NOT TO SCALE IRPCO AS MANUFACTURED BY � PROPOSED A.O. SMITH 2" FRP PRIMARY NOTE: PIPING. EQUIPMENT AND METAL GASOLINE DIESEL —— STRUTS SHALL BE ------------- MOUNTED SECURELY TO THE PROPOSED UTILITY • RED LETTERS ON AUTOMATIC NOZZLE MODEL# BUILDING. „ WHITE BACKGROUND AS MANUFACTURED& #ED (DIESEL) OPW ---- ---------- FIRE ALARM MOUNTING T TO EDETAI L • FIRE SUPPRESSION MIN. 2" NIGH PROPOSED A.0. SMITH 3"SECONDARY CONTAINMENT FRP MANUAL RELEASE LETTERS (TYP.) SWIVEL BREAKAWAY MODEL# TYP. 616SB-7575 (GAS) & 0 616SB-1010 (DIESEL) AS MANUFACTURED BY OPW INSIDE TURBINE ENCLOSURE / SUMP OUTSIDE TURBINE ENCLOSURE / SUMP 12" x 24" ALUMINUM SIGN SIGN NOTE " SIGN MUST BE LOCATED IN CLEAR VIEW OF FLEXIBLE ENTRY BOOT GASOLINE FUEL DISPENSER. N om$ D " TRANSITION- SUPPRESSION MANUAL I. ALL STAINLESS EXTERIOR ST1=EL PANELS OF DISPENSER SHALL BE FOR FIBERGLASS PIPING TYPICAL APT FIRE NOT TO SCALE 2• INSTALL AS PER MANUFACTURERS SUMP' D E E A I L R E L No 0 SCALE SIGN 3� DTO OWNER TO CHOOSE COLOR. 1 EXISTING NEW SURFACE TO MATCH SURFACE EXISTING CONDITIONS TYPICAL DISPENSER 8c ACCESSORY DETAIL YELLOW LETTERS WITH NOT TO SCALE :.- ;�;•� 4" MIN. BLACK BACKGROUND I CAUTION -,�� " � � � MIN. 2 HIGH RED LETTERS ON WHITE BACKGROUND - p LETTERS TYP. Z Q, WHEN ALARM BELL SOUNDS TANK ( — — 3 WARNING ATTENTION FILL OPIERATOR w " %3- PRO c o� n " �o -o FILLED TO CAPACITY BLACK LETTERS WITH _ _ - �' DO NOT OVER FILL YELLOW BACKGROUND N o - 0 o III' 'o IT IS UNLAWFUL AND DANGEROUS TO DISPENSE A TIGHT FILL CONNECTIONNATIVE SOIL� �� � ulyL o FUEL INTO UNAPPROVED CONTAINERS MUST BE USED DEPTH VARIES �o MIN. 2" HIGH �v o ALL EXCAVATED AREAS TO BE cm 18" x 26" ALUMINUM SIGN LETTERS (TYP.) USE OF A LOOSE FILL, NOZZLE BACKFILLED WITH PEA GRAVEL NO SMOKING — STOP MOTOR SIGN NOTE MAY RESULT IMA o �o 2" 3" PRODUCT 3/8" x #4 PEA GRAVEL SIGN TO BE MOUNTED ON LIGHT POLE ON TANK DURING FUELING OPERATION HAZARDOUS DISCHARGE �� o J. v" TYPICAL UNDERGROUND PIPING SIDE OF THE ISLAND FROM THE FILL PORT Ua I a j 18" X 26" ALUMINUM SIGNOF OVER FILL SIGN BY ORDER OF SUFFOLK COUNTY DEPARTMENT Of HEALTH SERVICES TRENCH NOTES EXTENT IO 3 0 0 SCALE LETTERS TO BE A MINIMUM 2" HIGH EXCAVATION NOT T SIGN NOTE PIPING TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SHOWN ON THIS DETAIL % SIGN MUST BE LOCATED IN CLEAR VIEW OF " SAWCUT ASPHALT, INSTALL 1 2" FELT EXPANSION JOINT AND REPAIR SURFACE TO MATCH EXISTING GASOLINE FUEL DISPENSER. 18" X 30 ALUMINUM SIGN / FOR ALL AREAS WHERE NEW PIPING IS TO BE INSTALLED BELOW GRADE. SIGN NOTE NO SMOKING — STOP MOTOR SIGN SIGN MUST BE LOCATED IN OPERATOR WITHIN TANK FILLII NGAAREAW OF FILL MINIMUM BURIAL DEPTH: CONCRETE PAVING: 7"; ASPHALT PAVING: 9"; NO PAVEMENT: 20" o, NOT TO SCALE CROSSOVER DISTANCE: PROVIDE MINIMUM OF 4 VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL FRP 15.00 ---2�•0o WARNING SIGN DETAIL PIPING WHILE MAINTAINING MINIMUM SPECIFIED BURIAL DEPTH C �— c a� a 4.00 WHITE LETTERS ON NOT TO SCALE 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD 0 3.00 TYP. RED BACKGROUND 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD EMERGENCY DATE BY DESCRIPTION APPROV. BY LL_ 28.00 MAX. " 19.00 MIN. SHUT—OFF MIN. 2 HIGH REVISIONS 15.50 SWITCH LETTERS (TYP.) TOWN OF SOUTHOLD - HIGHWAY DEPT. 14 _ 0 4 3 R 2 SOUTHOLD, SUFFOLK COUNTY, NEW YORK 215.0 40.00 12" x 24" ALUMINUM SIGN SOUTHOLD FUEL DISPENSING FACILITY END VIEW SIDE VIEW SIGN NOTE CSIGN MUST BE LOCATED IN CLEAR VIEW OF o GASOLINE FUEL DISPENSER. a: � 0. �y TANK DETAILS LARGE MOUTH DISPENSER EMERGENCY SHUT— OFF SWITCH SIGN SUMP �" � an o ? NOT TO SCALE Asst Public Health Englneec V LEAN • I cn° NOT TO SCALE L1TiuLTI. NG M�C� 437 �ACOMM RD,SSOCIATX WW YMP.C. � 1719o �• Designed W. M F scale: AS NOTED DRAWING • 00 N o Cd N Drawn W. MF Dote: APRIL 2014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8 Approved ey: RGD File No.: 13108.000 i i MATERIAL: 3/16" STEEL BODY 10 GA. ALUMINUM 3' TOP TOP VIEW ANCHOR (TANK) CLIP 5/8" x 4 3/4" STAINLESS TANK - - - - - - - - - - - _ STEEL HILTI KWIK BOLT 11 GROUND CLIP CONCRETE PAD i 1 " CONDUIT SLEEVE - - - -- - - - - - - - 3" GROUND ROD CLAMP10° COUPLING •• .a. (1 REQ'D) ELEVATION a a BO GROUND ROD x 8' a a a LONG INSTALLED 3/4" UNDERGROUND AS PER ANCHOR CLIP D ETAI L COUPLING a . - MANUFACTURER'S & NEC (z REQ D) REQUIREMENTS. N.T.S. ff AS PER THE MANUFACTURING STANDARD END VIEW _ + CONCRETE PAD _ I III COMPACTED - — SUBGRADE — SUFFOLK COUNTY SPILL BOX DETAIL N.T.S. GROUND ROD DETAIL N.T.S. 6„ REINFORCING STEEL /16"DIAMOND PLATE SHALL CONFORM TO STAINLESS STEEL PENTA-HEAD BOLT N1 6 „ RCA & 4 TYPE 6 ASPHALT ASTM A-615 GRADE 60. �2 — AC JOINT 3" WIDE WELDED TO PLATE — � TWO BRACKETS PAVEMENT WELDED TO PLATE 4 0 — �pF�iNc \ I DETECTABLE MARKING i .oe`��'�NG \ I Q .° I / TAPE • �o STAINLESS \ I ••°• '�j o' ' •/ °" �\�\ I l STEEL \ COMMON FILL ° o 3500 PSI CONCRETE PLATE 30" MIN. SOUND BARRIER '� , o ;o. ��` . °. •°• .Q �' i WALL \ ���� . . ° / WIDEN TRENCH AS NEEDED GRADE I \ "° ° ° / I ABOVE CONDUIT \ ° ° III ° / #4 BARS © 18 0 4 I \ 'o• 'I ° / I CONDUIT o O.C. MAX. EACH \ / o WAY (TYP. FOR36" MIN. �A' D '' ° WALL AND FOOTING) °����° o ° ° BEDDING „ 1 8" HI-DENSITY POLYETHYLENE SPLICE BOX DETAIL 3 (NOT TO SCALE) A . • , TYPICAL ASPHALT PAVED ELECTRIC 3 a 8 TRENCH BOTTOM OF FOOTING N.T.s. i MUST BEAR ON 36" UNDISTURBED SOIL. RETAINING WALL DETAIL 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD r) 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD U- N.T.S. DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD — HIGHWAY DEPT. HM14 - 04382. SOUTHOLD, SUFFOLK COUNTY, NEW YORK a U SOUTHOLD FUEL DISPENSING FACILITY C E � of NE,�� • DETAILS o Chris Wong G.p� C) Asst Public Health Engineer L. K. MCLEAN ASSOCIATES, P.C. c CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., SROOKHAVEK NEW YORK 11719 - 0 Designed By: MF $pole; AS NOTED DRAWING _ co �` NO. 58��5� 0 0 N � N CD SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown By: MF Dote: APRIL 2014 j Approved By: R G D File No.: 1310 8.0 00 PROPOSED CANOPY. SEE SURFACE S CANOPY DETAIL SHEET PYRO—CHEM "THE SECTION/DESCRIPTION REMARKS - ATTENDANT II" FIRE SUPPRESSION SYSTEM TO BE INSTALLED IN THE HYDROSEED AS CANOPY SUPPORT. SEE F,a(HOPY. SPECIFIED DETAIL SHEET. . • .. .. GRASSED AREA (ALL 4"(MIN.) DEPTH OF TOPSOIL DISTURBED SURFACES • NOT OTHERWISE CONTRACTOR TO REINSTALL EXISTING " '—'!'�"--" VV '� '—" '1"FUELMASTER PRO FUEL MANAGEMENT UNIT — — - - —�—� (—�—� SUBGRADE PAVED OR PLANTED) AND CONNECT TO THE EXISTING CONTROLLER IN THE HIGH WAY OFFICE BUILDING. 14.5' PROPOSED DRESSER WAYNE GAS/DIESEL 2.69' }�— 2.69' {�— DISPENSER MODEL 3/G7203D/28GHJ/JS3(TYP. I I ISLAND FRAME. OF 2). SEE DETAIL SHEET. PRIME & PAINT i YELLOW SIGN TEXT DATA TABLE PROPOSED CONCRETE FILLED BOLLARD SIZE OF SIGN COLOR OFOF TYP. OF 4 . SEE DETAIL- SHEET. DESCRIPTION TEXT MUTCD N0. TYPE IN ( ) 3.72, ° 3.72' (L X H) BKGRND. LEGEND MOUNTING 3.5' STOP SIGN Q ° 30"x30" R1-1 RED WHITE G.M. 0.8' TBITUMINOUS EXPANSION JOINT AT TOP OF CURB ' 10.2' 4.8' � 4.8 10.2 0 DISPENSER ISLAND. PERIMETER F I 1 .3' 30.0' 1 .3' NOTE: 10 MIN. FIRE SUPPRESSION SYSTEM SUPPORT STRUCTURE AND FEATURES TO BE DESIGNED1 6" INHEA RESPONSIBILITY IOOFRTHEOCONTRACTORL B DISPENSER ISLAND EVIEW BE TO OBTAIN ALL NECESSARY PERMITS FROM N.T.S. THE FIRE MARSHALL. GRADE LINE BOTTOM OF CURB 30.0' CURB TERMINATION DETAIL 0 N.T.S. I - DISP. FUEL F-1DISP. 5.0' - MGMT. �. I � . I � R=2' (TYP.) j/ DISPENSER ISLAND PLAN VIEW N.T.S. ,v a� C) c a 0 FINISHED Y2" RADIUS. GRADE 6" v #4 BARS (9 12"O.C. DOW CORNING 890 EACH WAY TOP & BOTTOM a 6 SILICONE JOINT %"x`18" SMOOTH EPDXY SEALANT REBAR CHAIRS EVERY CL ° GRADE COATED BARS @ 24" O.C. 48" MAX. TYP. 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD o POLYETHYLENE 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD ) 18" EXPANSION CAP � a DATE 13Y DESCRIPTION APPROV. BY a d a a a 3" MIN. COV. REVISIONS o V.I.F. EXISTI�G s PRO1'9SEfl.REP CEME{JT 2 IN. COV. ... n TOWN OF SOUTHOLD — HIGHWAY DEPT. A. H M 1 4 4 SOUTHOLD, SUFFOLK COUNTY, NEW YORK J4,00o PSI CONC. (TYP.) CONCRETE AS SPEC. SOUTHOLD FUEL DISPENSING FACILITY t� g„ PREMOLDED BOND BREAKER COMPACTED SIUBGRADE E 0 EXPANSION JOINT 15 MIL POLYETHYLENE OF NES SITE DETAILS VAPOR BARRIER CchrisWong C O N C R E T E CURB S E C T I O N A�S!t Public Hc3alth Engineer °f d� - � 0, N.T.S. TYPICAL CONCRETE PAVEMENT DETAIL � * L. K. McLEAN ASSOCIATES, P.C. 1 CONSULTING ENGINEERS 437 SOUM COUNTRY RD, BROOKHAVEK NEIN YORK 11719 O N.T.S. bo Designed By: M F Scale: AS NOTED DRAWING 0 0 N MF Date: APRIL 2014 N � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown By: 10 Approved By: RGD File No.: 13108.000 a i WARNING y 1 . THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I, DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS OR NON—HAZARDOUS LOCATIONS ONLY. 2. WARNING — EXPLOSION HAZARD — SUBSTITUTION OF NOTES: 53. 1570 COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, 1) CONSTRUCTION 12 GA. H.R.S. 00.625x1 .250(4) DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS. 2 FINISH: CABINET POWDER COAT WHITE 3.- WARNING — EXPLOSION HAZARD — DO NOT SERVICE FLUSHER TUBE THIS EQUIPMENT UNLESS POWER HAS BEEN TURNED DOORS POWDER COAT BLUE OFF OR THE AREA IS KNOWN TO BE NON—HAZARDOUS. 3) DUE TO SYSTEM COMPLEXITY SOME ENCLOSED , SMART PUMP 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR COMPONENTS IMAY NOT BE VISIBLE IN ALL VIEWS 0 0 BASE FOR XPROOF MOTOR SEALING BARRIERS REQUIRED. INSTALL PER 4) ALL DIMENSION'S f .125" � � APPLICABLE 5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THE I�I NATIONAL ELECTRIC CODE. 6. MAXIMUM LENGTH OF CABLE TO BE CONNECTED TO 18. 938 �� 0 `� ENCLOSED CONTROLLER CABINET THE INTRINSICALLY SAFE BARRIER SYSTEM IS 38,666 PUMP 21, 818 _ _ FEET. _ _ J (7, FLUSHER TUBE ASSEMBLY 0 o DETAIL TOP VIEW4� 0 00 0 0 0p r- - —IIo10 1 ��� 1 101 l / II 0 1 - 1 o I \ p ® I 1 . III I ! ��® ( 11 / III I TO LEAK SENSOR ° 1 1 O 1 I I1 \ III I 1 CONDUIT ENTRY p O II o I 1 I o 1 — / III I ° I Ip I � ° - - - - - - J ° — CONDUIT ENTRY 0 0 0 0 0 0 0- LIJ I I / FOR LEAK SENSOR O O HOSE o TEE mm 0 0 8. 25 A.F2 "' v AW o TEE1 T QPUMP OUTLET E2 �— eve "TRUCKERS � _ 3.00 NPT. O BV1 NIP1 NLINE PURGE UNGROUND o1:-1C MHP BF1 0.50► HOSE Cv MANUAL HAND PUMP CONDUIT ENTRY 1 .00 NPT. INLET FOR XPROOF MOTOR 0.75" NPT. OUTLET I T T a 1 GALLON PERCC scvRB2 5 STROKES ° N3 TEE1 I D 32, 438 I UN3 BF1 O QUICK DETACHABLE o Ic COUPLING PART B BF1 ,3.00" o r' _ — BVI R81 UN1 m 1 Q I 4 cn o TEE1 v5 O 75 EARTH IP1 o � GROUND 2, 1563 EXPLOSION PROOFJ BEARING FRAMEJ 300 GPM FUEL LINE RIGHT SIDE VIEW MOTOR 5 H.P. LEAK SENSOR 0 LEFT SIDE VIEW FRONT VIEW DOORS REMOVED OR OPEN Ln 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD o a 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD DATE BY DESCRIPTION APPROV. BY THE OATION SRIES. WITHOUT WRITTEN PERMISSION SIMPLEX,ON IS THE PROPERTY OF INC., ANY AND/ORITSUBS D REVISIONS COPYING, TRANSMITTAL TO OTHERS AND USE EXCEPT THAT FOR WHICH IT IS LOANED IS PROHIBITED. L ©2012 SIMPLEX, INC., ALL RIGHTS RESERVED TOWN OF SOUTHOLD — HIGHWAY DEPT. R914 _ 4 3 p 2 SOUTHOLD, SUFFOLK COUNTY, NEW YORK U SOUTHOLD FUEL DISPENSING FACILITY nDIESEL SPILL BOX r°- o Chris ong �' 0 Asst Public Health Engineer a. �- * L. K. McLEAN ASSOCIATES, P.C. t rt CONSULTING ENGINEERS 437 SOIJM COLKW RD., SROOIOIAVEN, NEW YORK 11719 oN 0 Designed By: MF Scale; AS NOTED DRAWING N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Drown W. MF Date: APRIL 2014 11 j Approved By: R G D FlIe No.: 13108.000 i 70. 876 NOTES: 1 ) CONSTRUCTION 12 GA. H.R.S. 00.625x1 .250(4) (3ASOLINE 2) FINISH: CABINET POWDER COAT WHITE DOORS POWDER COAT BLUE 3) DUE TO SYSTEM COMPLEXITY SOME _0 p ENCLOSED SMART PUMP 5 COMPONENTS MAY NOT BE VISIBLE IN ALL VIEWS BASE FOR XPROOF MOTOR �� —I 4) ALL DIMENSIONS � .125" REFERENCE DRWG #231825 FLUSHER TUBE ENCLOSED SMART PUMP II � � XPROOF CONTROLLER CABINET 24, 250 REFERENCE DRWG #231823A 28, PUMP L_ FLUSHER TUBE ASSEMBLY j LUJDETAIL p WARNING TOP VIEW 1. THIS EQUIPMENT IS SUITABLE FOR USE IN CLASS I, DIVISION 1 GROUP D, HAZARDOUS LOCATIONS OR NON-HAZARDOUS LOCATIONS ONLY. 2. WARNING - EXPLOSION HAZARD - SUBSTITUTION OF O O O O O O io COMPONENTS MAY IMPAIR SUITABILITY FOR CLASS I, DIVISION 1 , GROUP D, HAZARDOUS LOCATIONS. _ FrIF0 — — — — 3. WARNING - EXPLOSION HAZARD - DO NOT SERVICE THIS O - EQUIPMENT UNLESS POWER HAS BEEN TURNED OFF OR THE AREA IS KNOWN TO BE NON-HAZARDOUS. O �_ �= O III 4. EXPLOSION PROOF WIRING, CONDUITS, AND VAPOR SEALING I I I ©"- _ I IIIBARRIERS REQUIRED. INSTALL PER APPLICABLE NEC & NIFPA III 1 Q I O l O I I I I� I I \ REQUIREMENTS FOR HAZARDOUS LOCATIONS. I 5. INSTALL IN ACCORDANCE WITH ARTICLE 501 OF THE / I I III I I O 1 1 0 1 I� NATIONAL ELECTRIC CODE. IIII I I TO LEAK SENSOR I I I I IIS 6. MAXIMUM LENGTH OF CABLE TO BE CONNECTED TO THE / I III I CONDUIT ENTRY 0 1 1 O I INTRINSICALLY SAFE BARRIER SYSTEM IS 11,066 FEET. III ° I 1 1 I o I� _ / I O1 10 II II 0 � — - - - - � 0 — / CONDUIT ENTRY 0 0 0 0 0 0 0 FOR LEAK SENSOR - - - - - _ _ o - - - - -� - - - - - - - i 1 j BV4 HOSE � I TEE ° o 11. 0000 — TEE1 BV3 T"""`MIT o � ° PUMP OUTLET T -in i E2 <--- Bv2 „^'�-�,��� 3.00" NPT. 1 TRUCKERS — UN2 ! ° NIP1 ' LINE PURGE GROUND BF2 ffiBv1 N X0.50" HOSE � MHP � BF1 Cv MANUAL HAND PUMP VP CAP � CONDUIT ENTRY 1 .00 NPT. INLET ° FOR XPROOF MOTOR 19, 0000 u 0.75" NPT. OUTLET CCI FVAPOR ' RECOVERY t 1 GALLON PER 4.00" CONNECTION IRB2 5 STROKES TEE1 VAPOR RECOVERY OUTLET N3 scv . o ° 3.00" NPT. 43. 250 i D ORB3 ° at IIBF1 QD o m I I I QUICK DiETACHABLE Q 1 COUPLING PA3 00" — — I BF1 Bv1 RB1 UN1' F- C� 0 TEE1 BV5 O o I P I "'VCM N EARTH / T GROUND r— j - - ° I I I - - - - - - - - - - - - - - - I — +=_ - - - - - - - - - - - - - - 50 - - - - - - - - - - - - - - - - - - - - - - - 2, 87 U 27. 250J RIGHT SIDE VIEW EXPLOSION PROOF BEARING FRAME 300 GPM FUEL LINE a MOTOR 5 H.P. LEAK SENSOR 7-22-14 MF AS PER COMMENTS FROM SCDHS DATED 7-14-14 CFD o LEFT SIDE VIEW FRONT VIEW 6-17-14 MF AS PER COMMENTS FROM SCDHS DATED 5-21-14 CFD DOORS REMOVED OR OPEN DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD — HIGHWAY DEPT. c� H M 1'4 - 0 4 3 R 2 SOUTHOLD, SUFFOLK COUNTY, NEW YORK a� SOUTHOLD FUEL DISPENSING FACILITY 0 THE INFORMATION HEREON IS THE PROPERTY OF SIMPLEX, INC., ANID/OR ITS SUBSIDIARIES. WITHOUT WRITTEN PERMISSION ANY o COPYING, TRANSMITTAL TO OTHERS AND USE EXCEPT THAT FOR E :5 WHICH IT IS LOANED IS PROHIBITED. Chris Wong Q� ��, GAS SPILL BOX ©2012 SIMPLEX, INC., ALL RIGHTS RESERVED Asst Public Health Eng neer p• 6 o � L. K. McLEAN ASSOCIATES, P.C. 1 C CONSULTING ENGINEERS 437 SOUTH COURTRY RD.. �ROOIOUVEN, NEMI YORK 11719 0o do 56�� , ` Designed w. M F scale: AS NOTED DRAWING NO p9 P� Drown W M F Date: APRIL 2014 N SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 12 Approved W RGD File No.: 13108.000 a