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Home My WebLink AboutIII - Tab 3 Site Utility StudyUO/UO/UJ UZI:Uti i°AA ZUO673ZUZ5 KEA MIA BEACH IK e I jOO2 • June 2005 The Mile MAJOR USE SPECIAL PERMIT SITE UTILITY STUDY • PREPARED FOR Dorsky Hodgson + Partners KHA Project No.: 044493007 Prepared by: KJMLEY HORNAND ASSOCIATES, INC 1691 Michigan Ave. Suite 400 MIAMIBEACH, FL 33139 • 06/06/05 08:08 FAX 3058732025 KHA MIA BEACH iK e f 003 • • • Introduction Site Utility Study The Mile is a proposed residential development to be located at 3622 Coral Way (SW 22n4 Street), in the City of Miami, Miami -Dade County, Florida (see Attachment "A" Site Location Map). Currently, a one story commercial building being used as a restaurant exist with an asphalt parking lot balancing out the rest of the site, all of which are to be demolished as part of this project. The Mile project includes a 20 story residential tower and a 6 story parking garage. The development will consists of a total of 127 residential apartment units, 4 townhouses, 4,770 S.F. of gyre space, 3, 158 S.F. of retail space and approximately 220 parking spaces. See Table 1, below for further details of the proposed project. Apartments Table 1: Project Summary 127 143,899 Townhouses 4 7,134 Retail 4,770 3,158 Parking 220 spaces Total 158,961 The Mile Site Utility Study Page I 08/06/05 08:07 FAX 3056732025 KHA MIA BEACH IK e (j 004 • • • I. Drainage Relative to the above -referenced project, the following information should be used during the stozut water management design and site grading. Flood Criteria: The proposed project site grade elevations will be designed to meet flood criteria according to Federal State, Miami -Dade County and City of Miami standards as follows: 1. The subject project is located in PANEL 190 of COMMUNITY -PANEL NUMBER 12025C0190 J of the Flood Insurance Rate Map (FIRM). According to the National Flood Insurance Program, the project is in Zone XfD, for which a base flood elevation has not been undetermined. 2. Miami -Dade County Flood Criteria elevation as per Amended Plat of Flood Criteria Map, plat book 120, page 13 is estimated to be 7.0 ft. NGVD. This will be used to determine proposed site grading minimum grade elevations. 3. The aveaage October ground water level elevation is estimated to be 3.0 ft. NGVD. This elevation will be used to compute drainage well capacity and roadway base clearance. (Source: Dade County Department of Environmental Resource Management & Miami - Dade County Public Works Manual, Volume LE - Design Standard Detail WC 2-2). Existing Drainage Presently, the site is developed with a one story commercial building being used as a restaurant with an asphalt parking lot balancing out the rest of the site. The existing drainage system will be demolished and a new stormwater management system will be constructed to retain the runoff generated by the proposed improvements, as required by code (see below), Proposed Drainage System The drainage system for the proposed development will consist of drainage wells and exfiltration trench, if possible, to facilitate on -site disposal of storm water runoff. The 5- year design storm event will be used to design the storm water management system, in accordance with Section D-4, "Water Control", of Part 2 of the Miami -Dade County The Mile Site Utility Study Page 2 06/06/05 08:07 FAX 3056732025 KHA MIA BEACH IK e Fj 005 • • • Public Works Manual. - Based on preliminary calculations, it is anticipated that three (3) 24" drainage wells will provide sufficient capacity to dispose of the design 5-year 24-hour storm water runoff generated by the proposed development. Preliminary drainage computations for the project areas are provided in Attachment "B" Preliminary Drainage Well Calculations, which includes the basis for design. The final drainage design for the project should be in conformance with the requirements of the Miami -Dade County DERM Water Control Section, Florida Department of Environmental Protection, and other local, state and federal regulatory agencies having jurisdiction over the project. II. Water Distribution System The public water distribution system that would serve the project is owned and operated by the Miami -Dade Water and Sewer Department (MDWASD). Existing water mains in the vicinity of the project are shown below in the Table 3. Table 3: Existing Water Mains (Per MDWASD Water Atlas Sheet) C: 1�. .� `u :+IEEb6J31�a::;!�.��3��i�.'�"� Gt.. ,� ^� EY • i.r, •l✓"� b i £ 5 i E =•,.,f't l'''€. _� ��. ' .- S 1 .. k t.:F ^31"�y57mry��"Y :'' w.i .:flr��,,yy�i�l3�€J11��.riF..,'if�ry�1.t.��LLLL!sx�S��.i�, ':3 11w FY. !' .ifµ` .11,4..1kd "rr1a.!1ai1E « fy F ! 4 , •`•:�^- !' F 1. Y :V�'. ,. f4 ^1E: •'�!r: "' .Ii• — . .. �!� ' di ld yyc .,, i ; E�.�rMi .ar : i 7i . !`i� r, Eu�� E{{� �, n �' s & ld=f '.'. �^ •�+ l,i i:sr� 1< l�',y.:GE: P'x1a' ;I`� �y� "��'te� y;;:f :L':3t` .. n '� ;t1 ,:'.. ,11.; :(N �!<.y^. t.`.t: u ass r i+ 3'i :i t II,A lllyd:,jm i :(u r� ��xgy� �cx...�a.t 1 4R� h,3�:�•i ryfY. i�.�S::I�Am;.opl: SW 36th Avenue Coral Way (SW 22nd Street) & SW 22"d Terrace 12" D.I. 2" Coral Way (SW 22na St.) SW 37th Avenue & SW 36'' Avenue 24" D.I. SW 22°� Terrace SW 37th Avenue & SW 36th Avenue 8" D.I. The Mile Site Utility Study Page 3 08/06/05 08:08 FAX 3056732025 KHA MIA BEACH iK e II006 • • • Per MDWASD Water Atlas, an existing 24-inch water main fronts the property along SW 22"d Street (Coral Way). There is also an 8-inch and a 2-inch water main along SW 22"d Terrace abutting the property. In accordance with Miami -Dade Water and Sewer Department (MDWASD) criteria, the developer is normally required to construct a new I2-inch ductile iron (DI) water main along the frontage of the property. A final determination of the points of connection and requirements will not be provided by MDWASD until a Water and Sewer Agreement is requested by the owner and/or the Hydraulic Analysis done by MDWASD is completed. Water service meters will be installed by MDWASD forces at the owner's expense. Service lines for domestic water, fire sprinkler systems and irrigation could be connected from the existing water distribution system. See Attachment "C" for a copy of the MDWASD water atlas sheet for the project area. III. Sanitary Sewer Collection System Table 4 depicts the sanitary sewer mains owned and operated by Miami -Dade Water and Sewer Department (MDWASD), within the vicinity of the project. SW 36`h Avenue Table 4: Existing Sanitary Sewer Mains (Per MDWASD Sewer Atlas Sheet) Coral Way (SW 22th' Street) & SW 22 Terrace 10" Gravity Main Coral Way (SW 22nd St.) SW 37th Avenue & SW 36th Avenue SW 22''d Terrace 10" Gravity Main SW 371 Avenue & SW 36th Avenue 10" Gravity Main The Mile Site Utility Study Page 4 06/06/05 08:08 FAX 3056732025 KHA MIA BEACH iK e I1 007 • • • Similar to the water main, an agreement with M-Dade County Water and Sewer Department (MDWASD) will be required for final determination of the points of connection. Public improvement requirements will not be provided by MDWASD until a Water and Sewer Agreement is requested by the owner. The proposed on -site sanitary sewer system for the property can be connected to the either of the existing mains abutting the property; provided that the line has capacity to handle the existing flows plus the additional flows contributed by the proposed project. A letter of availability and further coordination with MDWASD is recommended to verify the proposed sanitary sewer service connection points and requirements for this project. MDWASD may require upgrades to the sanitary sewer system, but this can not be determined without a request for a water and sewer agreement. A copy of the MDWASD Sewer Atlas sheet has been attached (See Attachment C). The flows from the existing MDWASD sanitary sewage mains on SW 22nd Street (Coral Way), SW 22nd Terrace and SW 35t Avenue are received by MDWASD Regional Pump Station No.152, located at 3215 SW 27th Street. Pump Station No.152 is currently operating at an average yearly NAPOT of 4.62 hrs/day. As of March 2005, this pump station is operating under capacity as established by the USEPA, and is not under any type of moratorium (see Attachment "D" Pump Station Monthly Information). At this time, it is not anticipated that any improvements to the regional pumping and/or transmission systems will be required to connect the proposed project. However, a final determination regarding the status of the existing transmission system and the need for possible improvements will not be made until construction plans are submitted to the Miami -Dade County DERM Wastewater Section and a Sanitary Sewage System Capacity Certification Letter is issued. The flows created by this project have been determined and are shown in Table 5. The Mile Site Utility Study Page 5 06/06/05 08:09 FAX 3056732025 KIIA ILIA BEACII Ix e lit 008 • • • Table 5: Water & Sewer Flow Generation IV. Solid Waste Generation Solid waste generated by this project will be collected in standard on -site containers for refuse and recyclables. Regular pick-up service will be provided either by private hauling companies and/or by the City of Miami Solid Waste Department, who will transport the waste to Miami -Dade County's or private disposal and recycling facilities. The volumes of solid waste projected to be generated by the project are shown in Table 6. Table 6: Solid Waste Generation a .gi0'1 E.04 .4 �], ;E= i 1, ` �.:;4 i! iE ( fzilri. " I `Pli�.r. —`- E'r :E v ;; r fi�.�' `' «, 1.i4F„ 4 „ . ,j: & '6''��F• i ape I:j.r j kril' l?„ �au fl:.::,#•,.�'t.k 1:h.1:, �EEffi+,, ;• �:ZIL}pk€ 1'..�• ,�,'., �.,4 "y'3' ��. e. a• .b • E.`'• W `uF.......'`t .ste,.3E�ld • " ' ,�'a 0.318 Apartments 127 units 5 lbs/unit/day Townhouses 4 units 6 lbs/unitfday 0.012 Gym 4,770 sf 3.12 lbs/100.sf/day 0.074 Retail 3,158sf 6 lbs/1000 sf/day 0.010 Total Anticipated Solid Waste Generated 0.414 The Mile Site Utility Study Page 6 utsrutiro05:10 FAX 3056732025 KHA MIA BEACH iK e 1j009 • • • Aftachment A Site Location Map 06/06/05 08:10 FAX 3056732025 KHA MIA BEACH iK e 1oio • SW 16TH TE SW 1 7T SW 22 ST SW 16TH LA TV S SW 18TH ST S' SW 23RD ST SW 23RD TE PROPOSED PROJECT 1 ::J- KimleyHom and Associates, Inc, 1691 Michigan Avenue Suite 400 Miami Beach, Florida 33139 Phone, 3O5-673-2025 Taw 345-673-4682 THE MILE SITE LOCATION MAP 06/06/05 08:10 FAX 3056732025 KHA MIA BEACH iK e bait • • • r 1 � 15-2 8NOWARD 71 Kimley-Horn and Associates, EMENEgsFsIale rwt f r.air •4 akirimmen.morswo oslava- - d . esa 1691 Michigan Ave Suite 400 Miami 6eoch, Florida 33139 Phone: 305-673-2025 Fax: 305-673-4882 for • tW ItZt LEND:. 2....,...�,.. lES OAATE» I. CONTOUR INTERVAL I.0 'Mot. E*C0RPI as 'radicand) THE MILE AVERAGE OCTOBER GROUND WATER LEVEL 1960-75 06/06/05 08:11 FAX 3056732025 KHA MIA BEACH iK e Q 012 pr-i um Iiii.1 MIN KCmley Horn and Associates, Inc. 1691 Michigan Avenue Suite 400 Miami beach, Florida 33139 Phone: 305--673-2025 Fax: 305-673-4882 THE MILE FLOOD CRITERIA MAP 06/06/05 08:12 FAX 3056732025 KIIA MIA BEACH ix e Z 013 -.non Kimley-Horn and Associates, Inc. 1691 Michigan Ave Suite 400 Miami Beach, Florida 33139 Phone: 305-673-2025 Fax: 305-673-4882 THE MILE F.LR.M. FLOOD INSURANCE RATE MAP 06/06/05 08:13 FAX 3056732025 KIIA MIA BEACH IK e CQ014 • Attachment B Preliminary Drainage Well Calculations • • 06/06/05 08:13 FAX 3056732025 KHA MIA BEACH 11( e fill 015 • • THE MILE City of Miami, Florida 1. Site Data: A. Average October Water Table Elevation = B. County Flood Criteria Elevation = C. F.I.R,M. or FEMA Base Flood Elevation = D. Average Crown Road Elevation E. Average Existing Onsite Grade Elevation -- F. Proposed drainage inlet grate elevation = 2. Total Contributing Drainage Area (A): A. Impervious Areas: a) Asphalt and concrete pavement = b) Roof areas + 1/3 NE building corner = Total Impervious Area (Al) _ B. Pervious areas: a) Green Areas = 3. Weighted Runoff Coefficient (C): Runoff Coefficient Impervious (C1) = Runoff Coefficient Pervious (C2) C=f(A1xC1)+(A2xC2)1/A; C x A = Total Contributing Area; C= CxA= `:NGVD NOVD Zone X/D °'NGVD NGVD NGVD 1.16 Acres Acres Acres 1.09 Acres (94%) aO.1Acres (6%) 0.86 1.00 Acres 4. Time required to generate one inch of runoff (per DERM Water Control Section D-4) Rainfall Intensity (I) = 308.5 / f(48.6 x rO' 1) + t (0.5895 + F' )] Frequency (F)=tart fEyears - Frequency Curve Q = CIA, V = Qt; Vo i,,.) = Qua in.>, to in) _ Time to generate 1 inch of runoff CIAtt] in.) 1 ° x A = CIAto ; ; Solving for to i,o, to ;R.l = 1" / (IC) Time to Generate one inch of run-off t(in) Time to reach the inlet (tc.) Total Time required to generate 1 in of runoff: = 11.60 Min, = 21.60 Min. DRAINAGE CALLS revised DEI.03.u5 BASIN 06/06/05 08:14 FAX 3056732025 KHA MIA BEACH 1K e RI016 • • • 5. Cumulative Runoff (Inflow Mass Diagram) ::hr rt1.` ;Ji;.. : h ;'�' .' I! ;-,t',i :x�, ;wEg..� .: :• �y"t.. 'i °tire,,, ;yf1'FSt: ,;lu,. .„,,; 3� }: .%: .� ; .,^" C!:r ".j `. ::i:'i :a .i �': _ ':g-r ': L i4�V .:1: E;Vyeyirril'es Syi,• `i.i 1 1=`, 'Sy, ;.:}`7,' iiiiik4cM�r,i `. i . . 4... .l.. ".•,.. v1 -;i''" 1-E f. ~i,rpc: h: vi: ..h [(�jy. q�qLr yy{{,,j�.,tFa?., ^ r+[`e;'.'.`.: 8 480 1.002 6.405 6.42 3,080 10 600 1.002 6.166 6,18 3,707 15 900 1.002 5.641 5.65 5,087 21,60 1296 1.002 5.071 5.08 6,585 30 1800 1.002 4.493 4.50 8,104 40 2400 1.002 3.956 3.96 9,514 50 3000 1.002 3.534 3,54 10,624 60 3600 1.002 3.I93 3.20 11,519 90 5400 1.002 2.477 2.48 13,402 120 7200 1.002 2.023 2.03 14,595 180 10800 1.002 1.480 1.48 16,021 6, Drainage Well Design Discharge Rate: Based an well discharge rate of: y ,s €; ' GPM/ft Head it i € a : .s•.`.: -;.,. -�Y;� � s•"a&. -:.., .t':z�: Z..1-, YL.!'`. G�it�Il:£"I.h� •i ,>'h:?i is".cf- i . ss.:' . .i.,siw _�* y �'�,�'''-i, 'S!b€,�,�1i F: Q.�", .j a: _F.!.}j4 .t �.iri+.,plz- ,� '; 'Iyy�y�}} 'h � Ri �yE�+�fti- d; ✓ip;ii�,',.,?3?C-i.�l � .. .� ...1€ a., tal-,,!-Llt�. ir11P, i 3,,., �,'j�:lf.7'�lC! � 3,Nr'. . , i.;=J' €3.�, '!iv -i9,is?`,d' �` t• f;! Y:. "tv ,es,: Ti]'r�,[�; �;.cl .i:,.:a-- d;,d"ik�`. ' K,x: ,'14€,itd]I � xV' :' T, r. 7i. .£,,,.•.e, .i'-`.�-IkwF 7 i €'" li ,:, - aa'. ,u%�•: :I iea.,. :r£ ,:.', ':'r�Si!';AE'.rf ::' '` 'Su a,�r�>1?r? "S£: �. ��.; ;• -, ,; d 1r�f� F, ' 1�� : " � I'..�cw$i °. is 1`, .€.a '�€s !t?;'•=E£:K' 1•i 4. Ylt��" t'„�''''i. 1 tE.:F .,..,£ 4, :?,,,m. .. �n-t<, �w.� � l'o 611 0 r.., ': & ,- cif,_'a £. o f 1w 9 �'4�]yFiia �' d ! °' ,•" . i S ��''„„ -,' ' 4,14 .�'' 408 DW-1 8.00 3.00 1.60 3,40 3,79 DW 2 8.00 3.00 1.60 3,40 3,79 :`,"f•`i;,,"'' a'' ° ,;> .. 1 408 DW-3 8.00 3.00 1.60 3,40 3.79 =10,`g' yE i.: I! 408 Well Discharge Rate (CFS) 11.36 Total Storage (CF) 1224.00 7. Detention Time: The drainage well structure must be designed to detain runoff for a minimum of 90 seconds prior to discharge. Qd =Design Runoff Rate (CFS) = Vd = Detention Volume (CF) = Qd x 90 sec. = Vd£ Detention Volume Per Well (CF) _ W Width of Well Structure (ft.) L = Length of Well Structure (ft.) 5.08 CFS 457.31 CF 152.44 CF 10.0 ft. 12.0 f1. hl,,,,,, is the minimum depth required from the top of well casing to the floor of the well box to achieve 90 second detention time: Hmin. (ft.) = Vd1 / (W x L) .a 1.30 tt. Top of Weil Casing Elev. = 6.00 Elevation at Floor of Well Box (NGVD) = Top of Well Casing Elev. - I3,,,;,,. = 4.70 06/06/05 08:15 FAX 3056732025 KHA MIA BEACH iK e C1 017 • • • 8. Excess storm water runoff excluding well structure storage: - E: `.-.ot':. �^ -..-i' � _ $$��,^h, �' �r� ..3.<. ;:;" _ :•I'... x ie'. ,r, ,i:� - •i•; �. ��"^� :.�iY..r !`Iit li-' .tiEf .is.M�-",-�d'�ii3ra�';:_ :c E. ti l i' '� r� : 7 '•:>F•� � .:'.::�' • .'. ay g S #i' ri ,g. �, Y, T�$,�IA �.`,:5,:SQ'*-6"4i ;..., iS-"C"..'3:; 'r1 ��3:.r E};��` t'C:it ;..F1;R`r`. 3: .{�y..j�.r:. MF.'i 6iti;iA13s ,;!tPe3,"; '1' - � 8 480 11.36 5,455 3,080 -2,374 10 600 11.36 6,818 3,707 -3,111 15 900 11.36 10,227 5,087 -5,140 21.60 1,296.01 11.36 14,727 6,585 -8,142 30 1800 11.36 20,455 8,104 -12,351 40 2400 11.36 27,273 9,5I4 -17,758 50 3000 11.36 34,091 10,624 -23,467 60 3600 11.36 40,909 11,519 -29,390 90 5400 11.36 61,364 13,402 -47,961 120 7200 11.36 81,818 14,595 -67,223 180 10800 11.36 122,727 16,021 -106,707 9. Excess storm water runoff including well structure storage: ,j y. :�.i Y -L, --�A'�1{a .;i yy }.. Y •'Kid '-'" {y, � i !., u � .� rx's' >. r? ' A. - ((__•.�4},�7f %a„� 3°.� ^'='ice #' •'' 5 - S,;v.`�"'�. � �! ;F'ri rit :f ss��'��. gE�>a:� fRif!7%, 5�» <¢Hr IX ,.i ^,X :ram :: : :.Y1::, 'Y ��ryyr "9'¢ , isrr11 �< (` -:`'1��y ��yy. Lw,t 'i'¢� S;ki it na?"tr ¢¢ ge �[�'1•Evr iP ,:i!: }:' � ,t'M.�..�Yill� - .x T�l:�-Y tr ;.., � ': � jy t. ' bPF. ¢ `:Ii.;A i1 ' .,w r, :3't ty'yl r;' 7 : tiey � �� G;ae 3i . . � �" `:%:� ,}y� ,,, z .: 77 .((•. S n i .iKSi.<..1'.rj '. q "vi _ ..-: sk. ��. � ma _ s, r ., .':n 8 480 3,080 ,080 1,224 5,455 -3,598.06 10 600 3,707 1,224 6,818 -4,334.96 15 900 5,087 1,224 1€1,227 -6,364.04 21.60 1,296.01 6,585 1,224 14,727 -9,366.03 30 1800 8,104 1,224 20,455 -13,574.62 40 2400 9,514 1,224 27,273 -18,982.31 50 3000 10,624 1,224 34,09i -24,691.03 60 3600 11,519 1,224 40,909 -30,613.71 90 5400 13,402 1,224 61,364 -49,185.44 120 7200 14,595 1,224 81,818 -68,447.23 180 10800 16,021 1,224 122,727 -107,930.52 Safety Factor Safety Factor 2.24% 2.7 06/06/05 08:15 FAX 3056732025 KHA MIA BEACH iK e iZ 018 Attachment C Existing Utility Records • • 06/08/05 08:18 FAX 3056732025 KIIA MIA BEACH IK e 411019 1691 Michigan Avenue c:3•111 Suite 400 Miami, Florida 33143 larnierflorn w4 Amodio% kx, Phone: 305-662.5445 Fax 305-662.6492 THE MILE MDWASD WATER ATLAS SHEET 06/06/05 08:17 FAX 3056732025 KHA MIA BEACH IK e �j020 KrntiyHcm art AssadaIes, Inc. 1691 Michigon Avenue Suite 400 1liami, Florida 33143 Phone: 305-662.6445 Fox: 305-662.6492 THE MILE MDWASD SEWER ATLAS SHEET 06/06/05 08:18 FAX 3056732025 KHA MIA BEACH 1K e z 021 Attachment D Pump Station Monthly Information • • 06/06/05 08:18 FAX 3056732025 KHA MIA BEACH iK e LJ 022 • • Pump Station Monthly Information 5tation..30 -0152 Atlas Pg..016 4XAMI DADE WATER & ` SEWER DEPARTMENT vddr .. 321 5 SW 27 ST Sec -Township -Range 164-4-41 3erir. ET clock.? , TelmiN *Pumps. 3 ?ump Type.B Stn C1asa.L Speea,1 Eispwr.+ Res flow (g'pd ) Plans.. 377,088 Plats.. .0 Extc..ns . 0 Pro Napot 5.49 hrs 4.62 hrs 4.62 hrs % Cap B4.90 46.20 46.20 Date Mo.&APOT Avg Daily Flows 03/09/2005 3.79 02/09/2005 4.01 _ 8.03 O.06 Y 3 01/12/2005 4.38 8.76 Q.,Qb if 3 12/08/2004 4.28 B.-54 0.00 Y 3 11/10/2004 5.28 10.56 0.00 7 3 1,Qf13/2004 5.32 10.64 O.od Y 69l08/2004 5.00 9.99 0.01 . ` Signature..AUZRRE o ' aignf Date..06/1911996 16-110'00.71. GOLEIM Station i<m>provement GOLD/S <S>tation Oform. 410I.Diu <Uspstream Station GOLDD/n <13>ownstreatn Station GOD/P CP>ump Information GQLD/2.' Sewer Cie=<t>&ficakion <P3an Review) Moratorivm..OK Moratorium effective since 06/19/1996 Yearly NAPOT (hrs)............ 4.62 St21 Gross Capacity (gpd) .. 12, 240, 000 Station Reduction Factor '0.85 Stn Net Cap Certif(gpd).- 0 Stn Net Capacity (gpd) ...' . 10,404,400 Indicated Flows(gpd) 2,002,770 Comments ' d iPL 'O1 R,gd 4 F1g Pmp 7.58 0.00 Y 3 14V65:6 SOH 'RIB 06/06/05 08:19 FAX 3056732025 KHA MIA BEACH IK e lj 023 • • *200504201.031.3703*CABALP ent. * M Stat Station Station R Type Owner Number Proposed Number of gallons (gpd): 30298 zr**********x+r****w`#+r''! k******** OK B31L+ 30 OK AS2M+ 30 AC 30 AC 30 IN 30 iN 30 0152 0001 CD RS RS95APR R594MAR c d 1'0L`ON 0. This Current ET Mrs) is not an official datum Delta Projected ET (Hrs) ET (firs) Do±fustream Stations ******** ******************** 0.07 5.56 0.01 5.93 0.01 1001./0 0.00 1003.. 71 0.00 1001.4$ 0.00 1001.59 5.49 5.92 1001.70 1001.71 1001.47 1001.59 W�6� 6 Y)OZ 'OZ 'ad'd