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APPLICATION '\ )I, 41 ......~.~ 'f ~ SITE PLAN APPROVAL APPLICATION -.a -- ''-. , City of Boynton Beach, Florida Planning and Zoning Board l.. This application must be filled out completely and accurately and submitted in one (1) copy to the Planning Department. Incornpl~te applications will not pe processed. Please print legibly or type all information. I. GENERAL INFORMATION ..", , ' l.. tjt ~p ~1 / 4. -' 1. Project Name: HOME DEPOT BOYNTON BEACH I 2. Date this application is accepted: (to be filled out by Planning Dept.) Applicant's name (person or business entit~ in whose name this application is made): TRADEWINDS DEVELOPMENT CORPORATiON 3. Address: 902 CLINT MOORE ROAD BOCA RATON} FL 33487-28L.6 407-99Q-3133 Phone: Agent's Name (person, if any, representing applicant): DAVID FLINCHUM} STANLEY CONSULTANTS Address: 2000 LOMBARD STREET WEST PALM BEACH} FL 33407 L~07-8l12-7444 Phone: 5. Property OWner's (or Trustee's) Name: SAME AS APPLICANT Address: Phone: 6. Correspo:'ldence addre..:;s (if different than applicallt or agent)*: .'. * This is the address to which all agendas, letters, and other materials will be mailed. Planning Dept. 1/89 ----- ----- . ---.- ~ ..", ~ . ~ --. ". ~ Page 2 ~ 7. What is applicant's interest in the premises affected? (Owner, buyer, lessee, builder, developer, contract purchaser, etc.) OWNER ~ , 8. Street address or location of site: NORTHWEST CORNER, 1-95 AND WOOLBRIGHT ROAD 9. Legal description of site 08-43-45-29-01-046-0010 08-43-45-29-01-047-0020 and property control #: 08-43-45-29-01-048-0050 08-43-45-29-01-044-0010 I LEGAL DESCRIPTION ATTACHED 10. Intended use(s) of site: RETAIL/WAREHOUSE HOME IMPROVEMENT CENTER 11. Developer or builder: TRADEWINDS DEVELOPMENT CORP 12. Architect: GREENBERG FARROW 13. Landscape Architect: STANLEY CONSULTANTS 14. Site Planner: GREENBERG FARROW 15. Engineer: STANLEY CONSULTANTS 16. Surveyor: CAULFIELD AND WHEELER 17. 18. 19. Traffic Engineer: BARTON ASCHMAN Has a site plan been previously approved by the City Commission for this property? YES I Estimated construct~QPfosts of proposed improvements shown on this site plan: ~L, MILLION Planning Dept. 1/89 -' ---.- . !I . SITE DAT" ~ Page 3 "\a. . \.. The following information must be filled out below and must appear, where applicable, on all six (6) copies of the site plan. 1. Land Use Cateaory shown in the Comorehensive Plan 2. 3. Zonina District peD Area of Site -10.526 4. Land Use -- Acreaae Breakdown a. Residential, including surrounding lot area or grounds b. Recreation Areas * (excluding water area) c. Water Area Commercial acres 458,513 acres acres acres 10.5 26 acres 100 C. Commercial e. Industrial f. Public/Institutional g. Public, private and Canal rights-of-way h. Other (specify) i. Other (specify) acres acres acres acres acres sq. ft. % of site (' % of site % of site % of site % of site % of site % of site % of site % of site % of site j. Total area of site 10.526 acres 100 * Including open space suitable for outdoor recreation, and having a minimum dimension of 50 ft.. by 50 ft. 5. Surface Cover a. Ground floor building 102.250 sg. ft. area ("building footprint") 22.3 b. Water area sq.ft. c. Other impervious areas, including paved area of public & private streets, paved area of parking lots & driveways (ex- cluding landscaped areas), and sidewalks, patios, decks, and athletic courts. 258.862 sg.ft. ~h ~ % of site % of site % of site C. To~al impervious area % of site 361,112 sq.ft. 78.8 e. Landscaped area 18, 168 inside of parking lots (20 sq. ft. per interior parking space required- see Sec. 7.5-35(g) of '. Landscape Code). Planning Dept. 1/89 sq.ft. 3.9 % of site' . I . , .. Page 4 ~ . I "'. ........ 79,233 17.3 .e Other landscaped areas, sq. ft. \ of site - . excluding water area 1.. , . . g. Other pervious areas, including golf courses, natural area~, yards, and swales, but excluding water areas sq. ft. \ of site h. Total pervious areas 97.401 sq. ft. 21.2 !ti of site :.,' i. Total area of site 458.513 sq. ft. 100 % of site .../ 6. Floor Area Residential ft. I a. sq. t- b. Commercial/Office 102,250 sq. ft. c. Industrial/Warehouse sq. 'ft. d. Recreational sq. ft. e. Public/Institutional sq. ft. ~ Other (specify) sq. ft. I -. g. Other (specify) sq. ft.. h. Total floor area 102,250 sq. ft. 7. Nmnber of Residential Dwellincr Uni ts a. Single-family detached dwelling units b. Duplex dwelling units c. Multi-Family (3 + attached dwelling units) '1 ) Efficiency dwelling units '2 ) 1 Bedroom dwelling units (3 ) 2 Bedroom dwelling units (4 ) 3+ Bedroom ~welling units d. Tot:al multi-family dwelling units e. Total number of dwelling units 8. Gross Densitv dwelling units per acre 9. Maximum heiqht of structures on site 34 feet 1 stories 10. Recruired off-street narkinq a. Calculation of required number of off-street parking spaces b. Off-street parking spaces provided on site plan 1 space per 200 SF Gross floor area retail~512 1 soace oer 5000 SF qross 555 spaces including 12 handicappe - Planning Dept. 1/89 Floor area outdoor sales = 4 Total - 516 ~- ... > Page 9 -.a ~ ". .... IV. ~..!SCE!XANEOUS . ' The following materials must be subrr~tted ~in one (1) copy: l.., (check) X 1. A check, payable to the City of Boynt~n Beach, as per the attached fee schedule. NjA 2. For projects that generate at least three thousand (3,000) vehicle trips per day or two hundred and fiftYJ (250) single directional vehicle trips in a one (1) hour period, a traffic impact analysis must be submitted .,/ x 3. Any other engineering and/or technical data, as may be required by the Technical Review Board to determine compliance with the provisions of the City's Code of Ordinances. r ! V. CERTIFICATION (r) (We) understand that this application and all papers and plans submitted herewith become a par~ of the permanent records of the Planning and Zoning Board. (I) (We) hereby certify that the above statements and any statements or showings in any papers or plans submitted herewith ,are true to the best of (my) (our) knowledge and belief. This applicat n will not be accepted unless signed accorcing to the in uctions below. .------ Signa~ure 0= Owner(s) or Trustee, or Authorized Principal if property is owned by a corporation or other VI. ::~ff Signa~ure 0: Authorized Agent 10/20/89 Dat.e . /p-2er-$7 Date =) above signed person as (my) (ou agent in regard to this application. Sig a~u_e 0: Owner(s) or Trust.ee, or Authorized Principal if property is owned by a corporation or other business entity. 10/20/89 Dat.e SPACE BELOW TEIS LINE FOR OFFICE USE ONLY Review Schedule: Date Received: 'l'ech::ical. Review Bcare Planning & Zoning Board Comm~~ity Appearance Board City Commission Date Date Date Da t-€ StipUlations of Final Approval: Other Government Agencies/Persons to De contacted: Additional Remarks: Planning Dept 1/89 LEGAL OESCRIPTIQN' A PARCEL OF LAND SITUATE IN SECTION 26. TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SODTHEAST CORNER OF SAID SECTION 26, THENCE ALONG THE EAST LINE OF SAID SECTION 26 N01-34.16"W, A DISTANCE OF 1B9.66 FEET: THENCE DEPARTING SAID EAST LINE AND PERPENDICULAR TO THE PRECEDING COURSE SBS.25'44"H. A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING; THENCE SSS-5Q.'25"W. A DISTANCE OF 451.9B FEET; THENCE S77-30'21"W, A DISTANCE OF 324.66 FEET; THENCE NOO.09'S5"W, A DISTANCE OF 550.35 FEET: THENCE SSS.SO'2S"W, A DISTANCE OF 177.64 FEET TO THE BEGINNING OF A NON-TANGENT CURVE HAVING A RADIUS OF 1851.74 FEET, FROM WHICH A RADIAL LINE BEARS SS4.1S'01"W; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, SUBTENDING A CENTRAL ANGLE OF 00-57'52", A DISTANCE OF 31.17 FEET TO THE BEGINNING OF A NON-TANGENT LINE; THENCE NS9-50'2S"E, A DISTANCE OF 519.24 FEET; THENCE NOO-09'35"W, A DISTANCE OF 93.00 FEET; THENCE NB9.S0'2S"E. A DISTANCE OF 381.67 FEET; THENCE SOO-OS'35"E, A DISTANCE OF 60.00 FEET; THENCE N89.S0'2S"E, A DISTANCE OF 85.74 FEET; THENCE S01-S4.16"E, A DISTANCE OF 292.S5 F.EET; THENCE S8B'25'44"W, A DISTANCE OF SO.OO FEET; THENCE S01-S4"16"E, A DISTANCE OF 250.98 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 10.526 ACRES OF LAND MORE OR LESS. STANLEY CONSULTANTS OF FLORIDA, INC. ENGINEERS # ~u . SURVEYORS aaoo LOMBARO IITIIUT. WEST PlUM IlEAC", FL 334Cl7 14Cl7) 142.7..... DRAMN DATE K.') .w. 10,24.8<=1 CHEQ(ED , SCAI..E 'ST'}Z. NDNE. DfWfIN6 NO. ~ S - l:li.s> P e..Sc:...- LE~AL DE.s.c.R\PTIOt4 t--\OMc. DEPOT. Pl-\A.-5.E. ~L~IZ'c.~1 PL~ F:O.P, (SEAL.) ENGINEERING TESTING COMPANY 7SI Centl8IlnduItrIaI Dr. . RIvIera Beech, florida 33404 · (305) 848-04015 ORDER NO: REPORT NO: DATE: 89-6265 6636 10/24/89 UNIVERSAL Client: Exfiltration Test # 1 South Florida Water Management District - Usual Open Hole Test Method Home Depot. U.S.A. 2727 Paces Ferry Rd. Atlanta, GA 30339 Attn: Clyde Lofstad Tradewinds, Boynton Beach, FL. Project: Date Tested: 10/24/89 Test Profile O' ....w' .." ~"'~. ,4": t.,".. Lt. Grey, Fine SAND Trace Roots Lt. Brown, Fine SAND ... " ..' (." ... . , ." \ I <I ,.., "; , . . ".1 61 ~ '.... . ! ; \ ~: ~ 1 I \. Brown, Fine SAND K= 40 ~d(2H22+4H2Ds+H2d) Location: Per site plan provided by Stanley Consultants Approx. 90 ft. N of Woolbright Rd. EOP 400 ft. E of West Property line. Note: GWT encountered at 13 ft. at test boring location. 6 ft. assumed for calculation purposes. F= Q= d= H2= 6 Elev. A= 6 Ds= 0 2. 1 0.0047 .38 {assum} Flow Rate - Gal./Minute Flow Rate - Cu.Ft./Second Diameter of Test Hole-Ft. Depth of Water Table-Ft. Depth of Test Hole-Ft. Depth of Saturated Hole-Ft. K= 2.1 X 10-4 Hydraulic Conductivity Cu. Ft./Second FT2_Ft. Head Dru:: CR UNIVERSAL ENGINEERING TESTING COMPANY 11Ie OrtIIMICIf .. R..... _ ..... ..... ........... ..... lit' .. AIJoN RegIa__ ~In A II _..... Rule 21H.1L 11. CMpW 4". FlofIdlI 'ta.... Technician: ENGINEERING TESTING COMPANY 75fflc.rtraJ Industrial Dr.. Rlvlera8each, F101ida33404. (305)84&4015 UNIVERSAL ORDER NO: REPORT NO: DATE: 89-6265 6636-A 10/24/89 Exfiltration Test # 2 South Florida Water Management District - Usual Open Hole Test Method Home Depot. U.S.A. 2727 Paces Ferry Rd. Atlanta, GA 30339 Attn: Clyde Lofstad Client: Project: Tradewinds, Boynton Beach, Fl. Date Tested: 10/19/89 Test Profile O' ,10, .... " ... . \. ,..... ,J , . 4' ~, Lt. Grey, Fine SAND Trace Roots ..., 10' : ",' .. I, ...... .~; . .' ',."', ': . .' ,." .." ., .,.', .. , . \ '., Lt. Brown, Fine SAND .' I t ~' : . 't, " . :/ ; I ~." 6' ':' .. ".\ . : l. ". .... ~.. .. Brown, Fine SAND K= 40 nd(2H22+4H2Ds+H2d) F= Q= d= H2= Elev. A= Ds= Location : Per site plan provided by Stanley Consultants Approx. 600 ft. N of Woolbright Rd. EOP 400 ft. E of West property line. Note: GWT encountered at 13 ft. below grade at test borings location. 6 ft. assumed for calculation purposes. CR 1.13 0.0025 .38 6 (assum) 6 o Flow Rate - Gal./Minute Flow Rate - Cu.Ft./Second Diameter of Test Hole-Ft. Depth of Water Table-Ft. Depth of Test Hole-Ft. Depth of Saturated Hole-Ft. K= 1.1 x 10-4Hydraulic Conductivity Cu. Ft./Second FT2_Ft. Head Technician: UNIVERSAL ENGINEERING T-ESTING COMPANY The 0ItIIMl at .... IIepert _ ..... .... ........... Sealed by .. Abaft fleglalllnlcl e.....-In " D u....._ wllII fIuIe Z1H.tL t t. CIuIpIer 4". FIarIcIe ..._ ENGINEERING TESTING COMPANY 7S1 Centlallndustrlal Dr. . RMera Such, Florida 33404 · (305) 84&04015 UNIVERSAL ORDER NO: REPORT NO: DATE: 89-6265 6636 - B 10/24/89 Exf1ltrat1on Test # 3 South Florida Water Management District - Usual Open Hole Test Method Home Depot. U.S.A. 2727 Paces Ferry Rd. Atlanta, Ga. 30339 Attn: Clyde Lofstad Tradewinds, Boynton Beach, Fl. Cl1 ent: Project: Date Tested: 10/19/89 Test Profll e ; "::':::: Lt. Grey Fine SAND .~::~: Trace Roots " .",. '.t:. ... .., I' . , .' , ~ ". t ~ ... ."'.. .1. ,... :....., Lt. Brown Fine SAND .' ~ . ..' ~ " .... ,10 ., : f.~ l too I . I " . " 61,,". ..t.:.. Brown, Fine SAND """ ... 61 ;,,6.,ilL: O' K= 40 ~d(2H22+4H2Ds+H2d) H2= Elev. A= Location: Per site provided by Stanley ConsultantSo = Approx. 400 ft. N of Woolbright EOP S and 200 E of West property line. GWT at 13ft. below grade at test boring K= location. 6 ft. assumed for calculation purposes. Note: F= Q= d= 1. 10 Flow Rate - Gal./Minute Flow Rate - Cu.Ft./Second Diameter of Test Hole-Ft. 0.0024 0.38 6 (assumedpepth of Water Table-Ft. 6 Depth of Test Hole-Ft. o Depth of Saturated Hole-Ft. 1 . 1 X 10-4 Hydrau 1i c Conduct i vi ty Cu. Ft./Second FT2_Ft. Head CR UNIVERSAL ENGINEERING TESTING COMPANY n. 0ttgIMt of .. ........ _ ...... ..... .....-- ..... by the AboN ........... er...-In " 11.1:1". ....1IuIe 11...1..11, CMI*r 471, F\oItdoI ...- Technician: 5 T K l LEY CON 5 U L TAN T S DATE 10/30/89 DRAINAGE DESIGN F.D.O.T. ZONE 10 PROJECT: HOHE DEPOT JOB NO. 10336-0 THREE YEAR ONE HOUR STORH DESIGN CRITERIA RATIONAL RUNOFF METHOD * - DENOTES CORRUGATED METAL PIPE. ALL OTHERS ARE REINFORCED CONCRETE PIPE ( 'n' = 0.012 or 0.013 for R.C.P. / 'n': 0.024 for C.M.P. ) INLET (----- HYDRAULIC GRADE LINE -----) S 1 L A C 1 T 1 S F E U L F S V D 1 Y E R 1 N U L L P 0 A L E 1 R P N E F C M 1 M 0 E H l 0 l A U E G A A E S C H V E E l P M C 1 C 1 * N N E T H 1 Y A D 0 --- ---- no. ft. acre min. min. in/hr acre c.f.s. ft. ft. . ft. ft. ft. f/s in. RUN NO. - 1 0001 C 210 0.38 0.680 10.00 2.44 6.81 0.26 1.76 16.46 14.94 14.81 0.13 0.063 1.43 15 , 0002 C 72 1.26 0.650 20.00 0.26 5.23 1.08 5.64 15.50 14.81 14.34 0.47 0.650 4.60 15 0003 C 133 0.98 0.800 20.26 0.40 5.21 1.86 9.69 15.50 14.34 13.38 0.96 0.725 5.48 18 0004 C 133 1.28 0.800 20.67 0.26 5.16 2.89 14.89 15.50 13.38 11.10 2.28 1.713 8.43 18 0005 C 70 1.24 0.800 20.93 0.18 5.13 3.88 19.90 15.50 11.10 10.64 0.46 0.660 6.34 24 0006 E 166 0.28 0.670 21.11 0.37 5.11 4.59 23.46 16.31 10.64 9.12 1.52 0.916 7.47 24 0007 E 40 0.19 0.570 21.48 0.14 5.08 4.70 23.83 16.65 9.12 9.00 0.12 0.288 4.85 30 DESIGN TAIL HATER ELEV. = 9.00 CONTROL EL. 9,00 RUN NO. - 2 0009 C 28 0.06 0.900 10.00 1.00 6.81 0.05 0.37 14.00 12.28 12.27 0.01 0.036 0.47 12* 0010 C 75 0.07 0.900 11.00 1.27 6.59 0.12 0.77 14.00 12.27 12.15 0.12 0.160 0.98 12* 0011 C 95 0.21 0.900 12.27 0.64 6.34 0.31 1.94 17.30 12.15 11.19 0.96 1.011 2.47 12* 0012 C 258 0.24 0.900 12.91 1.62 6.22 0.52 3.25 17.30 11.19 10.64 0.56 0.216 2.65 15 FLOWS INTO STRUC. NO. - 0006 0008 C 255 3.30 0.790 15.00 DESIGN TAIL HATER ELEV. : 9.00 CONTROl EL. URY DETENTION AREA 0.49 5.88 RUN NO. - 2.61 3 15.34 16.14 13.63 9.00 4.63 1.816 8.68 18 REVISION DATES - 10/30/89, ^'. ;. ~ -- ~.-~~~"'... <;; .", " Q'~ ". "- ... "1.\:\ ... ~. ~ . . :' ~ '. 'i', .(.01 ":':'\:. ", STANLEY CONSULT. .S DF FLORID.... INC. Lombard Center · 2000 Lombard St. 8HEET 1+0, West Palm Beach, FI. 33407 (407) 842-7444 CALCULATED BY Project No. / tJ 336 CHECKED BY SCALE -1-+-++-rl_--I-++--t---r-+ -+--I--r---++-+--H-+--i++--jl---I--j'--t- -t-rl---I----I--j..,-..,..,l,''..,..-t''-'..'..'l"'.....''..'r..-'..t-..-..t--..",....'.''''..',..'..'....'''j''.'....'..'' ,.."..'''...,..''........l'''-..'..j..'.......t..-l.'..'-..'..)'..-'..l..'..'-l--r.'"'''''''','''''''-'''1''''''''''''' :"""'-1""'-1 ~ '.......'..-["'....'..'..1...- ,..712mL...,.z:.?hf&r.....t.F~IJ.1(..l.. I I I i i J j ',I i I -r-"az- 4ai~"1'''~f'''''' -t----;--J.lJ-L--+-i-t---~--I--I---r--I--l-.'i'--=1--r+- . ,--,--,' ; . ,--..,;....-..,1-.. '.., T,M,WLl~,-J..:.:....~QQ..p.."C>.FtD..,..::.,L..3q....bPI.k1.'m..'.. ,Jx..2y5..l...........-+..-....,..,..SL:..L..zv.'dQJ..l$,~4..- Iii I I I I ! I , I : ~ I 3> b &~i j I I I I : I Ii' -~ JOB-----=f!OOlE DEPOT .3 OF S- ,4H A DATE ID - 2. ~-t!11 DATE , , , I I , I , ! 'r ' i" r'I:F ";1' I , 'J. ~ ' , "--j--..,L-,t,.......,,,..t',....,,....,t..,..,-,..~,,......_,~,..,_..,,j..,.."....,'1.....~.~6l.,.. 4..".......,t'.."....,.., ,...,...., ~"""" "';..'7#';'"''1''' "r'''../r,..~~~l.._,l..,j,..,....,!l..,....." '-',....,..L......,.,'j. ............1..."",.., _,..,,'_....:,__~_..,.....L_ , I ' , , , I . .:/ ;:}, , , '.,. I . .,..y FI reF . ',... ~t~~j~~.:~~;;t~;t.:;:~~j:-=t::::j-::t:-,,:t-LJ.:-Ll---,-kJ;~i--4:::1:::::":':j.!:ztt::t::i-= , i ' , , ' , ' , i Ii' 2.65 5/tJtJ 'Y1,~", 7 qO /, , , i H ~ N T MAN & ASS 0 CIA T E 5 PRESSURE AND FLOH ANALYSIS PROJECT NUHBER: NAME: DESCRIPTION: 10336-2 HOME DEPOI WATER OlST. SYST. NO. OF TRIALS = 2 ACCURACY ATTAINED = 0 PIPE ~LOHRATE HEAD LOSS MINOR LOSS PUMP HEAO NO. (GPH) (FT) (FT) (FT) -------- --------- ---------- --------- 1 2100.00 0.00 0.00 0.00 2 2100.00 12.28 0.00 0.00 3 2100.00 19.91 0.00 0.00 4 2100.00 11.61 0.00 0.00 5 2100.00 8.79 0.00 0.00 5 2100.00 3.32 0.00 0.00 7 500.00 0.28 0.00 0.00 LINE NO. 8 15 SHUT OFt=' ~ ~ ANT MAN & ASS 0 CIA T E S PRESSURE AND FLOW ANALYSIS PROJECT NUMBER: NAME: DESCRIPTION: 10336-2 HOME DEPOT HATER DIST, SYST. JUNCTION ELEVATION PRESSURE HYDRAULIC GRADE NO. (FT) (PSI) (FT) -------- --------- -------- --------------- 1 0.1 45.0 104.0 2 0.1 39.7 91.7 3 0.1 31.1 7'1.8 4 0.1 26.0 60.2 5 0.1 22.2 51.4 6 0.1 20.8 48.1 7 0.1 20.7 47.8 THE NET SYSTEM DEMAND = 2100 GPH THE NET SYSTEM DEMAND = 2100 GPM '" H ~ NTH A N & ASS 0 CIA T E S PRESSURE AND FLOW ANALYSIS PROJECT NUMBER: NAHE: OESCRIPTION: 10336-2 HOME DEP01 HATER OIST. SYST. SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) PIPE flOHRATE NO. (CiPH) 1 2100.00 .. H ~ N T MAN & ASS 0 CIA T E S PRESSURE AND FLDH ANALYSIS PROJECT NUMBER: NAHE.: DESCRIPTION: 10336-2 HOME DEPOT HATER OIST. SYST. SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES PIPE MINIMUMS PIPE MAXIMUMS -------- -------- 7 Z.O 3 8.13 13 8.6 4 8.6 5 8.6 5 8.6 SUMMARY or MINIMUM AND HAXIHUM HL/1000 PIPE MINIMUMS PIPE MAXIMUMS -------- -------- 7 2.3 3 33.2 6 33.2 4 33.2 ~ 33.2 1 33.7. SUMMARY OF MINIMUM AND MAXIMUM PRESSURES PIPE MINIMUMS PIPE MAXIMUMS -------- -------- 7 ZO.7 1 45.0 6 20.8 2 39.7 5 22.2 3 31.1 .. -, J 't. "-..'.....' ~ F LOW . T EST .~- . __ III ,-,v.... ,..In .T-~ ......... __ ~ __.." 1 WIi'\4to..... \.) f:"- t ':. P,t' ~'" ;. \. I S~I '," [' ,,,,,p,,, l! "'Wi) n~ Ii (\l\I~A.INC., I t".,~.f "'v.....h..~t. .. . "r..... ., ':l ~..,nn \.t 'It". ~ .... ~ [';~:".,,-, i/ REQUEST {DATE}: /tJ - /9' - !f9 Mv f J j 42-/' Z '--Iv..M,' ( ft1v., I.. (,J i ! to. .., J ) ;"20..'[':: T #. ..-l~J.6 FROM: . . COMPANY: -~c....(...........r'-,. PHONE: Y~2- - ? 'i 'I 'i ------------------------------------------------------------------- LOCATION: f"':? ~""-' ~~ '<: L P i-- ~ r'v * D I A G RAM * {Include direction, street names, hydrant location, and intersections} );" -{FP 16// .Jt"2- #'1 I r ~~l r \(. // ;u /6 i~ -- - --__J ';}'- I .-------_______. -, "\ ~ , f ,L , ) ~/ J- S-J; r. -\ \ ~\ !)~'" Hydrant 1: Static Reading: :;-i Residual Reading: qt, Assigned Date: rested BY: )/ ~7-' 7. ,ff1t{,~-<- /'-1 (+,{() Tested Date: ~t.lo Y/'/'" Hydrant 2: Flow Reading: Time Tested: /q Oe~ /D"I.s- 2"7 AVAILABLE GPM AT 20 PSI RESIDUAL:, 4~~Y 7?//~' , ,., C/) J: o "tJ "tJ - Z G> o m z -t m ]J I o o z o m "tJ -t C )> r en - -t m "tJ r )> Z \ \ \ \ \ \ \ =e o o Sf to ~ :J'J o '" Q. " UI n .. .. ii' '" .. ~ .. " . . .. Q. ,'..... ,..~o' ,'~ t 11 " /' ::-10' Road A/W N " co ~m5' S';;-~'O ...." o!!.---. ---( -g~~:::!."I-3:iE:~ f :: oil 5l ~ 5l ~ g oil ,.& ,. 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"',~, " ~ .J .~ ""~ ~. .~~; !~, I I ~ II fir: r 1 ! l i~ II ~!. ! t 'I ~M I ! ~ I I 1-001, .' (;, \.f'~~~... I ; '" L___.-t. ( .; -T"- -- - - =i - --=:::: ~ .~.c:: _:: L ~ ~- ~ E"I$ ,-<":... ~l ~ ~ I" 0::' J 1 f' ~b , i l..... '. . ( 'I I ~- ~ i i f I '::' , .,~ .'{,- i , I I r---' - -O"fO""'"IOItI(.u-l~/lIl.U1IolWCUlaI / / _.1._ I i .' ~; .~~i ;~~~ .... ';1 '-- .! ,-I -....:~f.. .... '....:.... ....L ~ " 'i;$~ .. i(~ ::.~ :~. ..." '10--30-11 GItEENB~RG FARROW NUII(I..,.,U r'UIIC'IloI'\I'" '1.- .i; ~':;':::'.~: ~,'"k:~~~J~ I I" I"~: ,:..' I ,. l"~." \ ..~'''' A.llllrHI\Il.I.I.u,.~..(" THE HOrAE DEPOT . , WOOLBRIGHT ROAD . BOYNTON BEACH, FLORIDA ..,It BOYNTON BEACH SITE Pl..AN J '.l~ . ,,'....."',........ -. ...- ...... ..........--..... ..,'....,.....,....,.' ,.......,...,....-- . ... "-, ......,.... ,..-- . -,- " ~:"":.:.~:...";;~,:~I.~..:...~~':'::..: - :.~., ...:..:.~\.~~::~:::~~=.. ':7-~ :,~':,:;..:. ',~~,: :':~~::.:~~~::~= ,..................-...-......,..... ... 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