(GP/GT) for Additional Water Supply in the Lower Rio Grande

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Assumptions Cont AmortizJ.tion Assumptions-Initial Outlay Principal In t erest ra te Years Annual loan payment (P & !) Depreciation (# years, straight line basis) Cash Flow Assumptions Debt (% of total capital costs) % of cash avail. for op. above capital costs Cash available for operations Beginning cash :5U07,730 8.5% 20 5159,323 7 70% 15% 52,476,985 5969,255 F-22
TABLE B·26. GRED;HOUSE C.u>IT AL COSTS FOR TI£E LAS CRUCES .~E.~ Capital OutillY Land Plants· roses (years 1 &: i) Greenhouse Structure Cover (replace every two years) Soil Preparation Pad &: Fan Cooling Heating System Freight Concrete Walks Greenhouse Installation Structure Pad &: Fan Heating Electrical Wiring Plumbing Irrigation System Env;ronmental Controls Fertilizer Injector Sorting Machine COz Generator Total Greenhouse only Other Capital Equipment ~etal Building (includes office) Office Equipment Concrete Pad (Metal bldg. only) Plant Cool Storage Unit Cool Storage Installation Delivery Vehicle (van) Miscellaneous Total 0 the>' TOTAL S 5125,000 5378,000 5391,500 526,100 525,000 5139,200 5278,400 517,400 515,000 5174,000 526,100 517,400 569,600 543,500 5121,800 560,900 58,700 525,000 526,100 51,465,700 565,SOO 530,000 529,400 530,000 55,000 515,000 510,000 5185,200 52,153,900 S/sq It 52.25 50.15 50.14 50.S0 51.60 50.10 50.09 51.00 50.15 50.10 50040 50.25 50.iO 50.35 50.05 50.15 58.23 F-23
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KLEBER J. DENNY, INC. 312 Grandview
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KLEBER J. DENNY, INC. 312 Grandview
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FINAL REPORT ON TEXAS WATER DEVELOP
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REPORT ON TASK NO. I: CO-LOCATION S
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1-2 1. GP/GT Fairways Information p
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o s:: 011= m ,; .. f ; iI '& ri i'
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Table S Selected Formation Water An
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average depth of 10,033 feet, avera
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high, the sands are not thick enoug
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included distributary channel or de
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the eastern part of the study area,
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to coastal barrier sandstone on the
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within Reservoir Area B, the sand a
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Papadopulos, S. S., 1975, The Energ
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FLUID PROPERTIES Gas Gas Water Sol'
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only reason for selecting that limi
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Hidalgo Co. , , , ,, , ,, , ,,, , ,
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§ 8 10,116' ;;;- - ... : 10,695' F
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-r- ~~ '1- • r- ~~ .... . ~ 0 0 0
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MARK SAND (MINIMUM) Geo2 Fluid Prod
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BOND SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MAXIMUM) Geo2 Fluid Prod
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MARK SAND (MINIMUM) 1 5 Year Cumula
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BOND SAND (MINIMUM) 1 5 Year Cumula
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EAST SAND (MINIMUM) 1 5 Year Cumula
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jpH~j·:/·3,000 mgi1 TOS Sli,;,lly
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average depth of 10,033 feet, avera
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high, the sands are not thick enoug
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included distributary channel or de
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the eastern part of the study area,
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to coastal barrier sandstone on the
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Within Reservoir Area B, the sand a
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Papadopulos, S. S., 1975, The Energ
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FLUID PROPERTIES Gas Gas Water Sol'
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only reason for selecting that limi
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Matrix of Locations!') and Descript
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• , l L , ,, , ,, , , ,, ,, , ,,
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"i 8 10,116' II =1 -- ~ ~ -- iii: 1
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-I- 0; 0 0 .f: 0 -. - . '-I- - . r-
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EAST SAND (MINIMUM) Geo2 Fluid Prod
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EAST SAND (MAXIMUM) Geo2 Fluid Prod
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MARK SAND (MINIMUM) 1 5 Year Cumula
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BOND SAND (MINIMUM) 1 5 Year Cumula
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.,,'" - •• 0. _. ___ _ EAST SAN
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STARR COUNTY I -i'J- ~ 10 b .......
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Net Sand Depth Thickness Sand Sand
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TABLE 5 TEXAS WATER DEVELOPMENT BOA
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ill-2 This process review is especi
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m-4 There are some built-in limitat
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ill-7 It is not surprising, therefo
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,,,,-,';8 .. - .. ~ Pretreatment Pr
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lli-9 Comparative Assumed Input Inr
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PRO-FORMA CALCULATIONS FOR REVERSE
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STEAM VENT EJECTOR • PRESSURE RED
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STEAM VENT EJECTOR I :> :>:> LfTl:>
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ID-16 a) The separate seawater inta
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1lI-18 Data for the injection flow
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lli-20 (8) Thermal content of fluid
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ill-22 The primary environmental co
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ill-24 III. B-2 BRINE DISPOSAL VIA
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1lI-26 to 10 centipoise if it is he
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1II-28 1lI.B-S&6 BYPRODUCT SALTS RE
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II I-3~ BRINES mOlAl( DlCAtlYDlAI!
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1II-32 2. Generally speaking, the s
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III-34 1. Group 1 through Group 4 w
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1II-36 Based on this comparative da
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In-38 Section UlD - Pro-Forma Econo
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II I -40 Exhibit InD-2 Assumed Inpu
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111-42 EXHIBIT llID-4 PRO-FORMA CAL
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Appendices
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Appendix A Preliminary Estimates of
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APPENDIX B
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-------- ThIs Underground Injection
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Federal Requirements - -"-J;' ... -
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Chapter II Summary of Injection Con
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.. ' a surface owner b. offset oper
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I. Special "Down Hole" Swvcys speci
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FLOWCHART: INJECTION/DISPOSAL WELL
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the applicant can show. by computat
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Criteria lor Determining the Adequa
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.I MODULAR POWER PLANTS FOR GEOPRES
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FIGURE 2 BINARY POWER MODULE··: .
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TABLE 1 GEOPRESSURED PLANT APPROXIM
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EGG-EP-8839 September 1991 Idaho Na
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EGG-EP-9839 Distribution Category:
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ACKNOWLEDGMENT Work supported by th
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APPENDIX A--SEATTLE TIMES EDITORIAL
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THE FEASIBILITY OF APPLYING GEOPRES
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University, January 10, 1990 with 6
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OF 35 50 100 150 200 250 300 I I I
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Desalination Plant Supply Well \ er
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for an extensive chicken hatching/r
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THE GEOPRESSURED RESOURCE Geopressu
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Production Co. has leased 4000 acre
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p' , ~"\ ,0 .~~ ~~ 'i ~ __ =:-~ 'l.
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Desalination Desalination is a prov
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--- r/< N N EIII ... IK:ltI' 011 ,,
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Sacramento Valley and San Joaquin V
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Gas Use and Sales Gas contained in
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Sulfur Fraschtng Sulfur can be reco
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Coal Desulfurization and Preparatio
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films. Today, nearly half of the br
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Waste gases Chlorinator Chlorine Di
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POTENTIAL AGRICULTURE/AQUACULTURE A
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The University of Southwestern loui
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Snapping turtles are important comp
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ECONOMIC CONSIDERATIONS This sectio
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economic techniques because cash fl
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Assuming a geopressured well can pr
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Table 3. Agriculture/aquaculture fi
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Circular Tank 90' Diam. 80'F Bypass
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Potable water for agriculture and a
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DESALINATION/AGRICULTURE/AQUACULTUR
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REFERENCES Carlson, R. A., P. H. Po
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APPENDIX A SEATTLE TIMES EDITORIAL
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APPENDIX B HEATING REQUIREMENTS FOR
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temperature and the heat gain curve
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Thermal Refuge Heating Requirements
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APPENDIX C INTEGRATED APPLICATIONS
Page 254 and 255: ANALYSIS OF WELL: Large Volume. Mod
Page 256 and 257: ANALYSIS OF WELL: large Volume, Mod
Page 258 and 259: ANALYSIS OF ~ELL: Large Volume. MOd
Page 260 and 261: APPENDIX D PRELIMINARY FEASIBILITY
Page 262 and 263: DES/ON • CONS(JI..TlNO • F',..,
Page 264 and 265: Des/oN • CONS
Page 266 and 267: Des/ON • CONS(.Jl..rINQ • F,A.S
Page 268 and 269: RED EWALD,lnc. 10,000 GALLON RACEWA
Page 270 and 271: ",CUND F:;:SH C;LTURE TANKS ~.:::~
Page 272 and 273: ~c:!~ ?:~:~.~ ?.I'n~ -: 1'DS-; mS-!
Page 274 and 275: * Texas A uaculture Association * A
Page 276 and 277: -----------------------------------
Page 278 and 279: RED EWALD. Ute. -- Round Fish Cultu
Page 280 and 281: PORTABLE MODULAR FISH HATCHERY SYST
Page 282 and 283: B & J Water- Well Ser-vice 419 East
Page 284 and 285: APPENDIX F COMPARATIVE PERFORMANCE
Page 286 and 287: BffiLIOGRAPHIC DATA SHEET for repor
Page 288 and 289: factors, utility costs, cash flow,
Page 290 and 291: afforded by low electridty rates al
Page 292 and 293: PRODUCTION LOSSES: With any type of
Page 294 and 295: deposits. minimum monthly customer
Page 296 and 297: conservative figure. This rate is u
Page 298 and 299: Other Capital Equipment YlETAL BUIL
Page 300: SECTION 3a. ~OTE 1 :-"-:ET CASH l1'
Page 303: TABLE 8·25. ASSl.;;-'1PT!O:\'S FOR
Page 307 and 308: .1 ~I ~ · ~ · ~ .. · · ~ ~ " -
Page 309 and 310: APPENDIX E
Page 311 and 312: Assumed Efficiency = 0.90 Constant
Page 313 and 314: EVALUATION OF AUTO DESALINATION As
Page 315 and 316: A review of the data for the wellhe
Page 317 and 318: J. McNutt & Associates, Inc. McAlle
Page 319 and 320: DownHole SAT(tm) SURFACE WATER DEPO
Page 321 and 322: DownHole SAT(tm) SURFACE WATER CHEM
Page 323 and 324: DownHole SAT(tm) SURFACE WATER MOME
Page 325 and 326: en C 0 09'8 -- += "0 c 0 U "0 X (])
Page 327 and 328: (/) c o += x -- (]) D -c 5 c u - D
Page 329 and 330: Degree of Supersaturation (E-01 ) 0
Page 331 and 332: (/) c - 0 (]) -- += > D (]) c -.J 0
Page 333 and 334: (/) c - 0 (]) 09'8 += -- > '"0 (])
Page 335 and 336: (/) c 0 - 09'8 -- :f= (]) -0 c > (]
Page 337 and 338: (/) c 0 09'8 -- =t= - C > 0 (]) U -
Page 339 and 340: C/) c 0 - 09'8 += (]) .- D c (]) >
Page 341 and 342: en - Cl) > Cl) C ..J o += C "'0 --
Page 343 and 344: APPENDIX G
Page 345 and 346: McPJlen Ranch, 7 t :> W:lter Recove
Page 347 and 348: c ~ (J) 09'8 0 (J) (]J 0 (1) U C2::
Page 349 and 350: McAJlen Ranch, 75'10 WJter Recovery
Page 351 and 352: IVlcPJlen I-
Page 353 and 354: c CJ) CJ) (]) ~ 0 U 0 X w & ~ ~ -m
Page 355 and 356:
J) rJ) (1) u x W 09'8 ~o .. ..c. o
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c ~ 0 09'8 U) 0 U) (]) CJ.) ~ U ~ X
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McAJlen Ranch, 7510 W:1ter Recovery
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c ~ - 09'8 0 (]) 0 > Q) (]) -V ..J
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c ~ o
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c ~ 09"8 0 - (]) 0 > (]) (]) 0::: .
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c ~ 09'8 0 - 0 Cl) (1) > ~ Cl) ~ ..
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c ~ - 09'8 0 C]) 0 > (]) C]) v --1
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c ~ o (]) y - (l.) > (l.) ..J C o .
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00'8 ... .c U c -8 c (l) - ~ 5 - x
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c ~ X 0 Q.) u (}) -0 ""V - C ~ ~ c
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APPENDIX G 4 DEC 1993 TO: MR. KLEBE
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PRELIMINARY EDR/RO COSTS & PERFORMA
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GROUP 1 CONDITIONS 195,000 gpd bypa
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CASE 3 CONDITIONS 214,000 gpd bypas
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BUDGET CAPITAL COST REVIEW ---costs
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0H16D REVIEW OP O~11 COSTS .'.(1) -
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From: CANYON n,DUSTRIES, INC. 206 5
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(GP/GT) for Additional Water Supply in the Lower Rio Grande

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