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HomeMy WebLinkAbout54070 HOLMES OIL COMPANY FACILITY PETROLEUM 2I •v �A ny� FOR OFFICE USE ONLY SPECIAL APPROVALS REQ IRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE ALT' SEA TURTLE PROT DATE RECEIVED REQUIRED FEES NOT REQUIRED BP VALUE $ /� • �� PLANS EXAMINING FEE $ S Q5 L�hj„ j(L RADON FEE: u A ROAD IMPACT FEE $ AJ A-- 7 ROAD IMPACT DISTRICT ROAD IMPACT ZONE NO: ROAD IMPACT CREDIT: YES: ^A SCHOOL IMPACT FEE $ k) /A- DATE PAID: CHK# SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: ALTERNATIVE DEV. FEE $ k DATE PAID: CHK# ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED NOT REQUIRED GAS !/ AIR CONDITIONING ELECTRIC PLUMBING~ SCREEN ENCL/FENCE / ZONING CHECKS -� BBL v LOT COVERAGE / V EASEMENT t /I/ ,4G- SPLITS 1 MEMORANDUM TO: ART CRAM FROM: DENNIS D. BACON DATE: NOVEMBER 8, 1990 SUBJECT: HOLMES OIL, (Above Ground Storage Tanks) The design for the above mentioned containment stucture appears to be in compliance with the applicable specifications as referenced in 17-61 FAC. 1) For the record, the project site is not located within the interim wellfield protection zone. However, the project is located within the zone of influence of Fort Pierce Utility Authority wellfield. 2) To ensure the containment stucture is impervious to the products being stored, the epoxy coating shall be applied to both the walls and floor of the containment stucture. Petro Pro Inc. has verbally agreed to address this issue. FUEL CONTAINMENT AREA - CHECK LIST PRy/ 90-2789 Date: 11/ 1/90 Project Name: HOLMES FACILITY - CONTAINMENT FOR PETROLEUM STORAGE TANKS (ABOVE GROUND) Architect: KELLER, SCHLEICHER, MACWILLIAM ph. 589-0712 (SEBASTIAN) Contractor: DRAWDY BROTHERS CONSTRUCTION ph_ 464-8160 Owner: MANNIE, RICHARD, DONALD HOLMES Ph. 461-5903 Address: 400 ANGLE ROAD FT. PIERCE, FL 34954 Construction Requirements: 3600 SQ. FT. A. Fire Dept: O 5,F(Af f4ybdPermit # B. Health Dept: % 0 1C."rff ' Other Requirements: Do Not Issue Building Permit without Signed Approval from the Health Dept. and a Permit from the Fire Dept. Z0..�I\C 5 PLANNING ,. ENVIRONMENTAL PI.A.ti'tiINC BUILDING FIRE DEPT - PORT 6 AIRPORT AUTHORITY (PLANNING) TYPING ------------- FEE: 164=�7� ST. LUCIE COUNTY APPLICATION FOR VEGETATION REMOVAL PERMIT NO.: (Office U ly) REF. NO: ©� r� (Office Use Only) PR # : l0 `___ .(Office Use Only) INSTRUCTIONS: Please provide the following information in the space provided. Please be sure to Print or Type all required information. For assistance in completing this application,.please contact the St-. Lucie County Department of Community Development.- Planning Division, at (407) 468-1576, during regular office. hours (8:00 AM - 5:00 PM), Monday through Friday. All applications for Vegetation Removal -Permit must be submitted by- 4:30 P.M.. each business day in the -Zoning Division, Room 201, St. Lucie County Administration, Building, '2300 Virginia Avenue, Fort Pierce,. FL 34982. Please use your _permit .reference number (PR.'f) when making any inquiries or picking up your permit. When.your permit is ready for.pick up,,you will be called. Please leave a phone number where you can be reached between 8:00' - 5:00, Monday through Friday. VEGETATION SURVEY REQUIREMENTS: A. If single family or duplex development, survey may. be in the form of hand drawn sketches. accompanied by photographs. Three (3) copies of. all surveys and photographs are required. . B. If multifamily or non-residential, survey must be in the form of an aerial for field survey, accompanied by photographs. Three (3) copies. of all surveys and photographs are required. . A11 surveys must show clearly the following information: 1'. Location and extent of vegetation on site;. 2-. Common or scientific names of major groups of vegetation; 3.. Vegetation designated for removal and/or grubbing {-numbers percentages).; 4. Vegetation to remain undisturbed; 5. Existing andproposed structures; 6. Driveway location PLEASE NOTE: Site development plans must have survey prepared.t.o the scale or in.a manner which il-lustrates the relationships between areas vegetation and proposed site improvements. or same of i I;CLEI.1:01 S1'.LUCIE COUN T 1 1JOd -5 AM 11: 3`� PLEASE PRINT. DO NOT COMPLETE SHADED A A�fl S. DATE: L j� COUNTY i FaC`a "L0f'Mtt', T i COMOIINAT�lR PROJECT INFORMATION PROJECT ADDRESS: 46�O 1 I ,h SITE PLAN/PROJECT NAME: SUBDIVISION: LOT:BLK: ams —v--f-- PROPERTY TAX ID PARCEL SIZE ( ACRES OR SQ . FT.) LEGAL DESCRIPTION: OWNER NAME: ADDRESS: % D, ✓ `� CITY: STATE: qqgZIP: 3 PHONE CHECK APPROPRIATE BOX: SINGLE—FAMILY/DUPLEX ( ) MULTI —FAMILY NON—RESIDENTIAL (� PUBLIC ( J PERMIT INFORMATION o .. DESCRIPTION OF" VEGETATION REMOVAL ACTIVITY (LAND CLEARING AND/OR TREE REMOVAL): NUMBER -AND TYPES OF TREES TO BE REMOVED (AS APPLICABLE) p5+(All cA OA � PURPOSE FOR VEGETATION REMOVAL DATE WORK EXPECTED TO BEGIN: DATE WORK EXPECTED TO BE COMPLETED: APPLICANTS NAME:, ZL-c� 7�t� ADDRESS: 2— 1 CITY: '� p �j STATE: ZIP: �e 25 PHONE #: ( // 7) tJ`— 9/(1,:20 PLEASE HAVE THE FOLLOWING ACKNOWLEDGEMENTS NOTARIZED ' IER'TIFY THAT: (PLEASE CHECK BOY A OR B) 1 A. ( ) I AM THE RECORD OWNER OF THE ABOVE DESCRIBED PROPERTY. B. ( ) I AM NOT THEIRECORD OWNER OF THE ABOVE DESCRIBED PROPERTY AND I HAVE AUTHORITY TO ACT AS AGENT FOR THE RECORD OWNER. I CERTIFY THAT ALL INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. SIGNATURE I DATE: - a STATE OF FLORIDA, COUNTY OF"STi. LUCIE Before me, the undersigned authority, personally appeared, (PLEASE PRINT APPLICANTS-NAME)who upon being duly sworn, deposes and !, says that the information contained in the foregoing application is true - and correct. Sworn to and subscribed before �e this day of lg Notary Public,'State of Florida at Large My commission expires FOR OFFICE USE ONLY APPROVED ( ) DISAPPROVED ( ) CONDITIONS: I S I ENVIRONMENTAL PLANNER: SITE INSPECTION: FINAL INSPECTION: DATE: DATE: DATE: EGETATION �KNVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER. SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC DRIVEWAY PER SLC STORMWATER PER MANGROVE ALT' SEA TURTLE PROT i V. FOR OFFICE USE ONLY SPECIAL APPROVALS REQU ED DATE RECEIVED REQUIRED FEES BP VALUE $ PLANS EXAMINING FEE $ ROAD IMPACT FEE $ k)IA- ROAD IMPACT DISTRICT ROAD IMPACT CREDIT: YES: NO: SCHOOL IMPACT FEE $ 11lif� DATE PAID: SCHOOL IMPACT CREDIT: YES: NO: SCHOOL BOARD APPROVED EXEMPTION: YES: NO: RADON FEE: a qo---2�q6 NOT REQUIRED ROAD IMPACT ZONE ALTERNATIVE DEV. FEE DATE PAID: ALT. DEV. FEE ZONE: SUB PERMITS REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE NOT REQUIRED CHK# CHK# ZONING CHECKS 1kBBL LOT COVERAGEX)k�-EASEMENTkSPLITS FUEL CONTAINMENT AREA - CHECK LIST PR# 90-2789 Date: 1]/1/90 Project Name: HOLMES FACILITY - CONTAINMENT FOR PETROLEUM STORAGE TANKS (ABOVE GROUND) Architect: KELLER, SCHLEICHER, MACWILLIAM ph. 589-0712 (SEBASTIAN) Contractor: DRAWDY BROTHERS CONSTRUCTION ph: 464-8160 Owner: MANNIE, RICHARD, DONALD HOLMES Ph: 461-5903 Address: 400 ANGLE ROAD FT. PIERCE, FL 34954 Construction Requirements: A. Fire Dept: B. Health Dept: Other Requirements: 3600 SQ. FT. Permit # Do Not Issue Building Permit without Signed Approval from the Health Dept. and a Permit from the Fire Dept. 14 5' -- P/L rrF'— x x x x XXXXXXRETENTION AREA81 127,5' `4•EAROCK DRAINFIELD • '�° 66' / / •,4.• 48.5' — 5' TYP, `'• 24' BLDCK 5=-1----11'4' - 11--}--4' 11' 4''i-'-� �,5 � WALL POUREDAN- UNLEADED ST❑RAGE AREA GALLONS / B I3 FILL PIPING 36' , "� 20,5' l��- 24' --- � DIESEL 008' BLOCK CTYPJ 16' BLOCK WALL 1 0 GALL ❑NS POURED SOLID 17 6' �♦ PUMP 24' BLOCK WALL - POURED S❑LID i i CONCRETE PAD 15' NOTE, ALL WALLS 8' BLOCK FILLED WITH 2,500 PSI GROUT i W i ce Q z o Z iW w I JUL1L CONTANMENT AREA 6 3' -- 'A' P SIT, oLAN 64,5' 6' CHAIN LINK FENCE �-- 1 V , SCALE, 1' = 10' SCALEi 1' = 10' DESIGNATES SLOPE DIRECTION EQUAL TO 1/8' PER FOOT SECTI❑N 'B' — 'B' SCALE, 1' = 1' 0 0 � Q 16' 8• 4'-4' --- --- — 11' #5 CONT, • 2 4' #5 @ 4' ❑.C. /7 _z4 _A T_AC`__ -- 8 #5 CONT. tN "oMh jt, L_xj) #5 @ 4' O.C. /PREMIUM�� UNLEADED I 12000 1 \ GALLONS / 3' EMERGENCY INTERNAL VALVE 3' COUPLING 12' X 12, X 6' DEEP SUMP a • 2- #5 CONTINUOUS //UNLEADED \ I PLUS 12000 1 \ GALLONS / i /UNLEADED 12000 I �\ GALLONS • 2' DRAIN PIPE W/ 2 SPRING LOADED LOCKING GATE VALVES 5' X 8' X 3' DEEP PEAROCK DRAINFIELD • 2- #5 CONTINUOUS BELOW SUMPS \ 3' MAX. 3' MAX, i • #5 @ 12' EACH WAY v • #5 @ 12 O,C,E,W v 8 p ev #5 @ 12' ❑.C.E.W, 4 4 4 40 vGI • 4 •. 4 •. d 12 2- # 5 CONTINUOUS/ 16 • �ECTI❑N 'A' -- 'A' SCALE; 1' = 1' SECTI❑N 'C' — 'C' SCALE] V = 1' 8' - 4/_5• --_ 5' PUMP__� ri 14'-11 DIESEL 12000 1 1 GALLONS 1 U) a ON Ln col)� `D z 0 odCD Y a y - ce CC o v, z a' U Q F- po W 0 U 2 z rw a ti'aT1' o a v� CD A (U/1 N a. n wn. �a M _j cn Li U x a .� r! o v� m tU W wm M H a N CL I U � J U z H � N11TES: 3� 1) AN EPDXY COATING SHALL BE APPLIED TO 1 2: F- ALL VERTICAL INSIDE FACES OF THE WAL SURROUNDING THE CONTAINMENT AREA AND 06 LL.I TO A MINIMUM OF 6' BEYOND THE WALL F- BOTTOM. ty 2) CONCRETE AND REINFORCING STEEL W PLACEMENT SHALL BE IN ACCORDANCE U Q WITH THE A.C.I. CODE, 3) FOUNDATION SOILS BELOW CONCRETE W LD SHALL BE COMPACTED TO 98% MAXIMUM = Z DENSITY TO A DEPTH OF 12' BELOW U BOTTOM OF THE FOUNDATION, u W 4) CONCRETE STRENGTH SHALL HAVE A Li MINIMUM COMPRESSIVE STRESS OF z 2,500 P.S,I. AT 28 DAYS. W '_'t, 5) MINIMUM CONCRETE COVERAGE OVER 0 REINFORCEMENT NOT IN CONTACT J W WITH GROUND SHALL BE 2'. Y 6) MINIMUM COVERAGE OF CONCRETE OVER REINFORCEMENT IN CONTACT WITH GROUND SHALL BE 3', S7 LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO CE REVIEWED BY DATED �� Q PLANS AND PERMIT MUST BE KEPT ON JOB OR -�- --- iVn factor-CTl0aVi" o J Li Ertl CE CE W HIR RMILVED BY YD► a- Fog cal c7l.t"10 #5 CONT. 1= W wL <�. �:. �--- �► b. e ' 'PHONE: 465•6 d � .� L W CD — #5 @ 4' ❑,c. SUBJECT T ; � `�,s`` , I A N y 1. ST. LUCIE CO. -FT. PIERCE FIR PREVENTION C001 2. N.F,P.A. LIFE SAFETY CODE- i 1 Z .3. STATE FIRE MARSHAL'S _R _ Q t 00 6' r #5 CONTINUOUS v 6' i v v T 441 T �- -- 12' --� �. U _J W z • • H J w _ O_j A a 16' - 1 ' 3 U q _ z o 0 I AVENUE C 2715, 04; 1 4w1umpm irr 00 SO&A-34*3091w, 'PLOT PLAN AZALE V NV800Hd NNVI 30VU01S 11NnH1`lV3H onlenc: AiNnOO 31om'lS/S8H ITTT AG 012AUUI "A' d SNVId 413 U) It ST. LUCIE COUNTY — FT. PIERCE FITS P%pgDNREAU REVIEWED BY PHONE: 434 --1555 DATE: S' " !312-1-AT TO: 1. ST. LUCIE i;:!' ` ENTION CODE 2. N ,F.P A. ME 70 3. STATE FIRE MA. ST Lt ICIE COUNTY BUILDING DPOSION REVIEWED FOR COMPLIANCE Pk i C7 Ry 'S AND PERMIT V rDT nm a,-%m -- !l 1 .0 E7 :�)N VVIL MADE d z 0 cc CL 0 Or F- LU CL a a 0 U. F- .j LL .j uj D LL a z 0 cc 0 LLJ 0 co J LL Cr uj 0. LL i U. cr. Lij CL F- LL DRAWN LOG& CHECKED ATE .4 _90 SCALE AS NOTED JOB NO, SHEET 1 OF ONE SHEETS 24' 6• — 4.5' #5- 2' X 2' @ 2' O.C. L' 3- #5 CONTINUOUS @ 24' WALL #5 @ 12' 0.C.E.W 63' I I 8' PEAROCK DRAINFIELD I °a°�° X ° ° ° ° - 48.51 -- - -- ° ° ° ° ° I I XII I ST❑RACE AREA 21' ' I 12' CONCRETE WAL: x I j I 24' CONCRETE WA-L 1 I X I I i I I xl P/L 64,5' ' 6' CHAIN LINK FENCE SITE PLAN SCALE: V = 10' DESIGNATES SLOPE DIRECTI❑N EQUAL TO 1/8' PER CTI❑N S C A L E: 1' = 10' #5 - 2' X 1' 9 24' O.C. /PREMIUM\ UNLEADED \I 12000 GALLONS / 3' EMERGENCY INTERNAL VALVE ,"�3' COUPLING L LEGEND " — 3' GATE VALVE 3' CHECK VALVE C — 3' KAM-LOCK W/ CAP r� -- 3' STRAINER — 3' COUPLING >< — 3' EMERGENCY INTERNAL VALVE 12' X 12' X 6' DEEP SUMP --� i 411 2- #5 CONTINUOUS --�` 2- #5 CONTINUOUS — BELOW SUMPS 3' MAX,. 3' MAX. #5 @ 12' EACN "WAY�' a /12 2- # 5 CONTINUOUS/ 16' - p aevv a p a" 8• - #5 @ 12' ❑.C.E.W. • aL7v • a • 4 / SE CTI�[JN • j'UNLEADED\\I /UNLEADED\ �� DIESEL PLUS I ( 12000 I ( 12000 I \ GALLONS� 12000 / �� GALLONS 1 GALLONS I tl . U-) to N `D z o �a Q_ 3 _ g .8 Y ce o I m �, -y _x- Q Q a 0 w o J ~ z W 7_ z Q W � Q N J CD 0 0- al A 0 � hQ J W aI x h 00 00 ED LJ W H o N ' PIPING DIAC:RAM a__ _ I — NO SCALE: �- 2' DRAIN PIPE W/ 2 SPRING LOADED LOCKING GATE VALVES / 5 ` 6 x �EE� PE-AROCK D INFIELD SECTI❑N 'C' SCALE: V = 1' 4.5' 2' 6' 3- #5 CONTINU❑JS @ v � • 4 "Z7 4 z F-, .40 Q —� U z N❑7 L S: 3 a z 1) AN EPDXY COATING SHALL BE APPLIED TO I s ALL VERTICAL INSIDE FACES OF THE WAL L C� SURROUNDING THE CONTAINMENT AREA AND `Y dS LLl TO A MINIMUM OF 6' BEYOND THE WALL ~ C� 2) BOTTOM. CONCRETE AND RENFORCIN�STEEL CL' PLACEMENT SHALL BE IN ACCORDANCE �' Z Z WITH THE A.C.I. CODE, Q 3) FOUNDATION SOILS BELOW CONCRETE , LLi (_D SHALL BE COMPACTED TO 98% MAXIMUM z DENSITY TQ A DEPTH OF 12' BELOW Z BOTTOM OF THE FOUNDATION. u 4) CONCRETE STRENGTH SHALL HAVE A LLJ MINIMUM COMPRESSIVE STRESS OF a LLJ Z 2,500 P.S.I, AT 28 DAYS. 5) MINIMUM CONCRETE COVERAGE OVER LD REINFORCEMENT NOT IN CONTACT _j W WITH GROUND SHALL BE 2'. 6) MINIMUM COVERAGE OF CONCRETE OVER REIN REINFORCEMENT NO CONTACT TAC ,T WITH GROUND SHALL BE 3'. 41 c,