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Avoid editing this page. Place this page immediately after the title page. Use the keys (WP5.1) altF5, generate, 5 (generate tables, lists and figures) to have Wordperfect create the table of contents. Edit the title in the header A section only for the corresponding table of contents title appearance. ĉ    X VE TEAM MEMBERS8"pd#$a 1 X GENERAL DISCUSSION OF VALUE ENGINEERING, ITS PURPOSE, AND THIS STUDY8"pd#$a 2 X VE STUDY TEAM ACKNOWLEDGEMENT OF DESIGN TEAM PERSONNEL, MORRISONMAIERLE STAFF, AND CONSULTANTS8"pd#$a 2 X EXECUTIVE SUMMARY OF PROPOSALS8"pd#$a 3 X GENERAL DESCRIPTION8"pd#$a 7 X DESCRIPTION OF PRESENT DESIGN8"pd#$a 9 X SPECIAL CRITERIA SUMMARY8"pd#$a 14 X COST MODEL CORE PIPELINE TRANSMISSION SYSTEM8"pd#$a 15 X FUNCTION ANALYSIS8"pd#$a 16 X FUNCTIONAL ANALYSIS SYSTEM TECHNIQUE (FAST) DIAGRAM8"pd#$a 17 X DISPOSITION OF IDEAS8"pd#$a 18 X PROPOSAL NO. zzz. PLEASE OVERWRITE THESE LETTERS WITH YOUR OWN PROPOSAL STATEMENT (IN CAPS).8" pd#$a 22 X ALTERNATIVE EVALUATION PROPOSAL NO. zzz8"pd#$a 23 X VALUE ENGINEERING PROPOSAL NO. zzz8"pd#$a 24 X IMPLEMENTATION OF PROPOSAL NO. zzz8"pd#$a 25 X ADDITIONAL ITEMS FOR STUDY8"pd#$a 26 X CONSULTATION RECORD8"pd#$a 27 X INFORMATION/DATA DOCUMENTS CONSULTED8"pd#$a 28 X DESIGN TEAM PRESENTATION ATTENDANCE LIST8"pd#$a 29 X ORAL PRESENTATION TO DESIGNER ATTENDANCE LIST8"pd#$a 31 X Supporting Documentation8"pd#$a 33 #-((|| 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(H  H   #  P7 P#~ d1#  P7 P#LIST OF FIGURES # &d H@QX@#~# &d H@ QX@# This page is a template for generation of the list of figures. Avoid editing this page. Place this page immediately after the table of contents page. Use the keys (WP5.1) altF5, generate, 5 (generate tables, lists and figures) to have Wordperfect create the table of contents. Edit the title in header A only for the corresponding list of figures desired title appearance. č  0 Figure 1. Mni Wiconi Rural Water Supply Project General Locationp#$b8 Figure 2. Core Transmission LinespP#$a13   l  3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(      This page is a template for generation of the list of tables. Avoid editing this page. Place this page immediately after the list of figures page. Use the keys (WP5.1) altF5, generate, 5 (generate tables, lists and figures) to have Wordperfect create the table of contents. Edit the above title only for the corresponding list of figures desired title appearance. Ą#  P7 P#Hd1LIST OF TABLES# &d H@QX@#у  1 Table 1. Service Area Demand Rates and SourcespP#$a11 Table 2. Core System Design Flow SummarypP#$a12  -((|| 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(  X  8  X  88      T ddx !8ddxh T " tx %T # P7 +=P#MNI WICONI RURAL WATER SUPPLY PROJECT # xP7 a P## xP7q P#  d !MNI WICONI CORE PIPELINE TRASMISSION SYSTEM #xP7 a P#  [ 1iPROPOSED PLAN#  P7cP#  1 #X #&d H@QX@#VE TEAM ORAL PRESENTATION TO DESIGN TEAM *11:00 a.m., March 31, 1995 d MorrisonMaeirle/CSSA, 910 Helena, Helena, Montana +xConference Room FacilityjB R"NAME"4CODE/OFFICE"WPHONEjB R(  Sam Martin   Bureau of Reclamation, Value Engineering, PO Box 25007, D8170 Denver, Colorado 80225 c  (303) 2368304( (  Bud Stiles { Bureau of Reclamation, Pierre Field Office, 810 West Fifth Street, Pierre, South Dakota 57501   (605) 7735943( ( c  Jeff Walla[ MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401  (406) 4541513( (   Craig Nowak MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401 [ (406) 4541513( (  Tim Berry MorrisonMaierle/CSSA PO Box 6147 Helena, Montana 59604; (406) 4423050( ( [ Bruce McCollom Barlett and West Engineers 1920 e. sully Pierre, South Dakota 57501 (605) 9452758( ( ; Pat Murtaghk HKM Associates PO Box 31318 Billings, Montana 59107 (406) 6566399( (  John MaddenK! DeWild, Grant, Reckert, & Associates 315 First Avenue Rock Rapids, IA 51246" (712) 4722531( (  Mark Baltzer+$ DeWild, Grant, Reckert, & Associates 315 First Avenue Rock Rapids, IA 51246> *& (712) 4722531( P( " ' ' P( * & S) S) *  ' Z?S) MNIWECHO.PRSS).P-P- ACTUAL TITLE PAGE HERE page 1.P-P- 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8    88    Figure 1 a Figure 1   І#;xP7P# #&d H@QX@# 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8  8H  X  Xh  T !8ddxh A<<<p| T * F'" [< ,#xP7 a P#VALUE ENGINEERING STUDY:# xP7}P#F" t & MNI WICONI RURAL WATER SUPPLY PROJECT# xP7q P# (p  CORE PIPELINE TRANSMISSION SYSTEM  d 2XPROPOSED PLAN #&d H@QX@#FC" l 1#&d H@QX@#VE TEAM MEMBERSE E UHC"NAMECP")TITLE/DISCIPLINECP"JOFFICE/PHONE NO.E E U4   Sam Martin    VE Team Leader Value Engineer    Bureau of Reclamation PO Box 25007, D8170 Denver, Colorado 802250007 (303) 23683044  P  Bud Stiles (  Assistant VE Team Leader Civil Engineer   Bureau of Reclamation Pierre Field Office 810 West Fifth Street Pierre, South Dakota 57501 (605) 7735943     Mark Baltzer\  Team Member Civil Engineer$  DeWild, Grant, Reckert & Associates 315 First Avenue Rock Rapids, Iowa 51246 (712) 4722531    Tim BerryX  Team Member Civil Engineer   MorrisonMaierle/CSSA 910 Helena Avenue, PO Box 6147 Helena, Montana 59604 (406) 4423050  |  John MaddenT  Team Member Civil Engineer  DeWild, Grant, Reckert & Associates 315 First Avenue Rock Rapids, Iowa 51246 (712) 4722531  x  Bruce McCollomP"  Team Member Transmission Line Specialist#  Bartlett and West Engineers, Inc. 1920 E. Sully Pierre, South Dakota 57501 (605) 9452758 d  t   Pat Murtagh D(  Team Member Civil EngineerD(  HKM Associates PO Box 31318 Billings, Montana 59107 (406) 6566399d   p%PX` hp x (#%'0*,.8135@8: of 20 lb/in2 minimum during maximum hourly flows. Reservoir locations will be for operational, emergency and fire flow purposes. However, storage in the core system will generally be limited to operational with the other purposes being served by the distribution system where possible.$$4 44Due to the severity of the region, bury depths of 6 to 10 feet will be required. Due to corrosion protection requirements, steel pipe installations below ground will be avoided. Ductile iron pipe will be protected against corrosion by polyethylene encasement.$$4 44Contracts for construction of the system will be divided into several contracts for 10 to 25 miles and will be based on each specific type of pipe. All soils are clayey with no rock excavation expected.$$4 t&<-M(M(4U " k $ #  P7 P# XTable 2. Core System Design Flow SummarTable 2. Core System Design Flow SummaryXTable 2. Core System Design Flow Summary # &d H@ QX@#Uq%  2  Loop   2O 44 Location  t t "&*$$/3DD7< DistanceHM Total Flow $$  2 44T T  t t "&*$$/3DD7< (feet) DHM (gal/min) $$  2  Northern Core System Loop 44Fort Pierre t t "&*$$/3DD7<dd@DHMQ2,541$$ 44T T  t t "&*$$/3DD7<168,000$$ 44Hayes T T  t t "&*$$/3DD7<dd@DHMQ2,450$$ 44T T  t t "&*$$/3DD7<142,000$$ 44Midland T T  t t "&*$$/3DD7<dd@DHMQ2,011$$ 44T T  t t "&*$$/3DD7<139,000$$ 44Kadoka T T  t t "&*$$/3DD7<dd@DHMQ 780$$  2  Southern Core System Loop 44Fort Pierre t t "&*$$/3DD7<dd@DHMQ6,841$$ 44T T  t t "&*$$/3DD7<169,300$$ 44Vivian T T  t t "&*$$/3DD7<dd@DHMQ5,865$$ 44T T  t t "&*$$/3DD7<124,000$$ 44Murdo T T  t t "&*$$/3DD7<dd@DHMQ5,447$$ 44T T  t t "&*$$/3DD7< 98,000$$ 44Stamford t t "&*$$/3DD7<dd@DHMQ1,891$$ 44T T  t t "&*$$/3DD7< 56,000$$ 44Belvidere t t "&*$$/3DD7<dd@DHMQ1,832$$ 44T T  t t "&*$$/3DD7< 56,000$$ 44Kadoka T T  t t "&*$$/3DD7<dd@DHMQ1,820$$  2  Pine Ridge Branch 44Kadoka T T  t t "&*$$/3DD7<dd@DHMQ2,600$$ 44T T  t t "&*$$/3DD7<103,000$$ 44Highway Jct 44/73&*$$/3DD7<dd@DHMQ2,461$$ 44T T  t t "&*$$/3DD7< 39,000$$ 44Wanblee T T  t t "&*$$/3DD7<dd@DHMQ2,296$$ 44T T  t t "&*$$/3DD7< 40,000$$ 44Highway Jct 44/Hisle` *$$/3DD7<dd@DHMQ2,296$$ 44T T  t t "&*$$/3DD7< 59,000$$ 44Potato Creek@t t "&*$$/3DD7<dd@DHMQ1,868$$ 44T T  t t "&*$$/3DD7< 78,000$$ 44Kyle T T  t t "&*$$/3DD7<dd@DHMQ1,868$$ 44T T  t t "&*$$/3DD7< 77,000$$ 44Sharps Corner@t t "&*$$/3DD7<dd@DHMQ1,370$$ 44T T  t t "&*$$/3DD7< 59,000$$ 44Porcupine t t "&*$$/3DD7<dd@DHMQ1,046$$ 44T T  t t "&*$$/3DD7< 44,000$$ 44Wounded Knee@t t "&*$$/3DD7<dd@DHMQ1,046$$ 44T T  t t "&*$$/3DD7< 36,000$$ 44Highway Jct 18@t t "&*$$/3DD7<dd@DHMQ 572$$ 44T T  t t "&*$$/3DD7<150,000$$ 44Kadoka T T  t t "&*$$/3DD7<dd@DHMQ 485$$q%_ Z?p'  PRESDESC.DESp'<-M(M( 3'3'StandardHPLAS4DA.PRS&d H'3'3StandardHPLAS4DA.PRS&d H8H  8H  X  8  Figure 1  Figure 1  @ !8<<xX A8ddx+ @ q%U" k 6#  P7 P#KFigure 2. Core Transmission LinesFigure 2. Core Transmission LinesKFigure 2. Core Transmission Lines# &d H@ QX@#U)  @1  "Gy 0*@ g@2!ddCOREMAP.PCX0*>yڃ) Z?H SITEMAP.PCXH!0 0  '3'3StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8X  8  X8X  @ A8ddx+ a @ )P 2 .h SPECIAL CRITERIA SUMMARY PP@  2  USERS: P`P  Primary` Rural residences of the Oglala Sioux Tribe, West River/LymanJones, Rosebud Sioux and Lower Brule Sioux Service Areas, commercial facilities, development projects, and travelers through area.`0  Secondary `  Bureau of Reclamation; Corps of Engineers; State of South Dakota Game Fish and Parks, Department of Transportation, and Department of Environment and Natural Resources; US Fish and Wildlife Service; State Historic and Preservation Officer; Affected Utilities; Stanley County; Area Landowners; Sportsman; Birdwatchers; Environmental Groups.`P@  2  CODES: `P`   Safe Drinking Water Act Standards.`(`  Mni Wiconi Project Final Engineering Report Guidelines for Life Cycle Costing.(` ``P@  2  RESTRICTIONS: `PH  Mni Wiconi Project Environmental Assessment (EA), Finding of No Significant Impact (FONSI), and Supplement, Echo Point Alternative Locations for the Intake Structure and Water Treatment Plant (MS1509302 and Supplement).`  Section 10, 404 Permitting, administered by Corps of Engineers.`  Do not exclude Indian contractors from contracting or subcontracting any of the work. Wage rates will be at Oglala Sioux Tribal scale and Indian hiring will be 75percent for skilled positions and 95percent for semiskilled positions. Subcontracting a minimum percentage to Tribal subcontractors is not required in the Core Pipeline work.(  Burn and solid waste disposal permits for South Dakota Department of Water and Natural Resources, Office of Air Quality and Solid Waste.((x  Road crossing under Federal and State controlled highways must be placed without using open cut procedures.(`  Cultural resource clearance from South Dakota State Historical Society.``P!@  2#  DESIGN HISTORY: (RESPONSIBILITIES, COMMITMENTS, STATUS, ETC.) `P`(#  Provide water for as many rural households as possible within funding limits.`$ %P Z?x' SPECCRIT.TABx'-p+p+88  l  3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8X 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8X  8X #  P7 P#COST MODEL CORE PIPELINE TRANSMISSION SYSTEM# &d H@QX@#\: Comment. This page is a title type of page which is used only for the purpose of creating a table of contents. The actual cost model (usually from Lotus123 will be placed here. Edit the above title only for the corresponding table of contents generation appearance. The bottom table is the standard citation if needed.\ @ a ddxx @ U%" a, % # P7kP#COST MODEL AND ESTIMATE INFORMATION#&d H@QKWX@#Up  X@` 0Pp @ `"Dp L T\ d!#&l(*-t/1$4|68,;=?4BD,ppƔ"p ,ppThe VE Study Team cost model was based on the conceptual design estimates provided by the design team for the preferred project design. This cost model was developed by the VE Study Team and was used to focus on features with the greatest potential for savings and to highlight potential instances of value mismatch.h!p ,ppUnit prices were reviewed by the VE Study Team and Construction Estimators to ensure reliability and applicability.h!p ,ppCost savings and the original design concept estimates are of the same general level of development. It should be recognized that unit costs and estimates may vary as final designs are pursued and refined.h!p p  Z? COSTPAGE.PG0*(( 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(  H  8X  8X  @ ddxx ddx @ p U" d /# xP7q P#FUNCTION ANALYSISU #&d `QbX# ,ppThe VE study team used the function analysis process to generate a assist the team in understanding the project and determine the basic, primary, secondary, higherorderfunction, and the resulting needs versus desires for the project. The function analysis aids the team in identifying design features that are critical to meeting requirements that support the critical functions, and those that meet noncritical design objectives.Ɯ!p  O ddx dd(o @ O   TC" k .U#  P7 P# FUNCTION ANALYSIS # &d H@QX@#To C PROJECT:  Mni Wiconi Core Pipeline Transmission System C STUDY ITEM:P Core PipelinekEE E U C" COMPONENTC"4VERB (ACTIVE)C"KNOUN (MEASURABLE)kEE E U "Core Pipeline System Fulfill Meet Supply Trust Demand Water  "Pipe/Transmission Line Maintain Convey Reduce Protect Limit Contain Pressure Water Pressure Pipe Pressure Pressure  "Corrosion Protection Preserve Limit N Pipe Corrosion X "FPump StationsN Protect House Add Deliver  Equipment Equipment Energy EnergyX  N"FPower Sources Control  Equipment   "FSurge Control Store Balance Control Improve Increase! Energy Flows Surge Reliability Expertise   "Disinfection Stations" Maintain Protect Maintain V$ Residual Health Quality   !"LStorage ReservoirsV% Store Control Equalize Maintain' Water Surge Demand Pressure    V$"Maintain Qualityv) Deliver Protect>* Energy Equipment 0  v(" n+ n+ 0   >* Z?n+ FUNCANAL.TABn+h.,,HH  l  3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(H  H  H #  P7 P#FUNCTIONAL ANALYSIS SYSTEM TECHNIQUE (FAST) DIAGRAM# &d H@QX@#U=Comment: This page is a title type of page which is used only for the purpose of creating a table of contents. The actual cost model (usually from Lotus123 will be placed here. Edit the above title only for the corresponding table of contents generation appearance. The table below is the standard citation if needed.U L-p+p+ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(H  HX  H  T dd(o @ ddx  T 0>*C" lx "#  P7 P# VALUE ENGINEERING DISPOSITION OF IDEAS# &d H@QX@#@"PROJECT: Mni Wiconi Core Pipeline Transmission System@EUC" OTHER VE ELEMENTS CONSIDERED AS POTENTIAL PROPOSALSEUP A" 2(   IDEA A" 2( B DISPOSITION P    Change horizontal alignment and/or shorten large diameter pipeline to take advantage of additional information regarding land profile and pumping and/or storage facilities.  Developed and submitted as VE Proposal No.    Review pump station and storage cost equations. Review pipeline unit cost estimates, including pipeline appurtenances, contingencies, and noncontract costs to use in lifecyclecost (LCC) analyses. After coordination with the design team, these parameters were revised to facilitate determination of the least cost alternative for study team use.     Use intermediate storage tanks in conjunction with the hydraulic profile, surge requirements, location of pumping stations, and possibility of offline storage reservoirs. Developed and submitted as VE Proposal No.    Consider the locations of the power transmission line in the analysis of the selection of the optimum alternative.0 Submitted as another idea for further study.    Consider other flow distribution options between the north and south loops. ! Developed and submitted as VE Proposal No.  0  Develop uniform basis for pipe comparison alternatives by equalizing safety factors.% After coordination with the design team, these parameters were developed to facilitate determination of the least cost alternative.$-`,`,HH  !  Utilize more pipe materials and sizes such as ductile iron, steel with gasket joints, polyvinyl chloride pipe (PVC), reinforced concrete pipe (RCP), asbestos cement pipe (ACP), and fiber reinforced (resin) pipe (FRP). Submitted as another idea for further study.    Examine the pumping energy use assumptions and variation of water use over time of in LCC analyses with regard to final determinations for optimum alternatives.  After coordination with the design team, these parameters were developed to facilitate determination of the least cost alternative.    Use multiple parallel pipe system and potential for staged construction. Developed and submitted as VE Proposal No.     Use alternative corrosion protection systems such as sacrificial anodes and use of imported pipe zone (4 inches below to 6 inches above pipe) for integrity of the system. Developed and submitted as VE Proposal No.    Use preliminary surge analysis in the comparison of the optimum alternatives determination.h Submitted as another idea for further study.    Install local bypasses at pump stations for backfeed during shutdowns.X Submitted as another idea for further study.  h  Use sacrificial anode system in place of impressed current system.H  Submitted as another idea for further study.  X  Use chloramine in place of chlorine for longevity and trihalomethane (THM) control purposes.$ Not pursued further as the design team was already planning to use this type of disinfection system. However, the team suggest that space on the first pumping station on the Kadoka to Pine Ridge pipeline should be included in the plan and its expected costs.%-p&p&8 8  H H   Install some electrical and mechanical components to allow the use of backup power through use of portable generators in critical system areas.H Submitted as another idea for further study.H 8   Revise the size of core system reservoirs to account for storage requirements within the small distribution lines tapped onto the core pipeline.  Developed as another idea for further study.8 p H  Revise the "C" values. Submitted as an additional idea for further study and combined with other alternatives (after coordination with the design team). Used to facilitate determination of the least cost alternative.p 8    Revise the "discount rate" for the analysis of the project to reflect current cost of money and affect of inflation.` After conferring with the Jeff Walla, Craig Nowak, Mike Watson, and Reclamation's Great Plains (GP) staff a discount rate relating to the required Governmental and resolved current cost of money result was used on all LCC analyses.8 p   Control core pipeline transmission system more through use of the Supervisory Control and Data Acquisition (SCADA) system. Combined with the idea related to the intermediate storage tanks.p  (  Use the core system water to obtain heat exchange for cooling the building environment.@ Submitted as another idea for further study.    Add utility and architectural value to pumping stations.  Submitted as another idea for further study.  @  Place utility features such as basketball courts on top of storage tanks." Combined with the idea to add utility and architectural value to the pumping stations.     Locate turbine pumps on top of underground wet well reservoirs.$ Submitted as another idea for further study."-p&p&8 8   "  Use variable speed drives. Submitted as another idea for further study.    Stage the construction of the pump station pumps in relation to the projected usage requirements timing. Submitted as another idea for further study. P   P P  ` P P   P  `  0    Z?0 IDEASDIS.TAB0 -p&p&8 8  3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(HX  HXX  H Dp L T\ d!#&l(*-t/1$4|68,;=?4BX@` 0Pp @ `"#D J ddx  ddxL J  BR C" k - #  P7 P#VE PROPOSAL DESCRIPTION# &d H@QX@#BRB PROJECT: Mni Wiconi Core Pipeline Transmission System   2  PROPOSAL NO. zzz .  $PLEASE OVERWRITE THESE LETTERS WITH YOUR OWN PROPOSAL STATEMENT (IN CAPS).# :   2  Background :  2  Proposal : :X   Z? VEALTDES.TABx-++ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(HX  X  H8  T ddxL !8ddZ( 6 T      fZ /# P7qP#VALUE ENGINEERING $ALTERNATIVE EVALUATION PROPOSAL NO. zzzRJ  2 #&d H@QX@#PROJECT: Mni Wiconi Core Pipeline Transmission SystemR2 J COMPONENT: J FUNCTION: 2 m@@@PK,ALTERNATIVE DESCRIPTIONm@@P2  2R@@ @PK BENEFITSK GDISADVANTAGESR@@ @Pm   r  m b    b r  Z? VEALTEVL.ALT <-++ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(8  X  8H X@` 0Pp @ `"#X@` 0Pp @ `"# h !8ddZ( 6 Addx h b r C# kx 5 #  P7 P#VALUE ENGINEERING PROPOSAL NO.  zzzp@  2L  # &d H@QX@#PROJECT:  Mni Wiconi Core Pipeline Transmission System"p "@  2  #&d H@QX@#COMPONENT:  @  2 #&d H@QX@# FUNCTION:  & BB BBR&@  2 #&d H@QX@#n  ORIGINAL CONCEPT ă@  2 bVI VE CONCEPT ă&BB BBR &    & BRB BR&C"COST ITEMSCx "1NONRECURRING*Cx "OLIFE CYCLE*&BRB BR@ &@  ORIGINAL CONCEPT  $  &@P x &@  VE CONCEPT ()  $  &P P  &@  SAVINGSX  $ X &P P &@  NUMBER OF UNITS (X)  1 &P P X&@  TOTAL SAVINGS  $  &P P &@  VE STUDY COSTS ()H  $ H &P P &@  IMPLEMENTATION COSTS()  $  &P BRB BRH&C"NET SAVINGSS  $ S BRB BR@@ * CHOOSE ONE METHODUSE NONRECURRING IF LIFE CYCLE COSTING DOES NOT APPLY.@S Z? VEALTMON.TABx-++ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(HX  X  H  ^ Addx addxt ^ @SC# kx 6 #  P7 P#IMPLEMENTATION OF PROPOSAL NO.  zzzq@P@  2L # &d H@QX@# CRITICAL ITEMS TO CONSIDER: q@PP PP PPe PP PP PP@PU@  2-  PROBLEMS AND HOW THEY CAN BE OVERCOME: P@PP  PP  PPE  PP  PP PP@P5@  2   PROCEDURES: (WHO DOES WHAT) P@PP PP PP% PPu PP PP@P@  2  SUMMATION OF BENEFITS AND DRAWBACKS OF THE VE PROPOSAL: P@PQe  2=  Benefits : QQ  2  Disadvantages : QP PW  Z?' VEIMPLEM.TAB' 0*(( 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(  X  H X@` 0Pp @ `"#X@` 0Pp @ `"# T addxt ddx3_ T 4A" kx 0#  P7 P# VALUE ENGINEERING  2 +# &d H@QX@#ADDITIONAL ITEMS FOR STUDY  (A LISTING OF ITEMS WITH POTENTIAL FOR COST IMPROVEMENT)4p@  2  PROJECT:  Mni Wiconi Core Pipeline Transmission SystempKEE E U4@   2 k  DESCRIPTION ă@(  2L  +*ESTIMATE OF +,DOLLARS  2 ++INVOLVED ă@   2 :J REMARKS ăKEE E UP  ? "/+? P P   "/+ P P ?   "/+ P P   / "/+/ P P   "/+ P P /  "/+ P P  "/+ P P  o"/+o P P  "/+ P P o "/+ P P  _"/+_ P P  "/+ P P _ "/+ P P  O"/+O P P  "/+ P P O "/+ P P  ?"/+? P P  "/+ P P ?  "/+ P P  /""/+/" P P   #"/+# P P /" $"/+$ P P # &"/+& P P $ o'"/+o' P P & ("/+( P   o' ?*"/+?*   ( Z??* VEOTHER.STY?*x-++ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(HX  X  H  H    Y ddx3_ ddx |h Y  (" ax /# P7kP#CONSULTATION RECORD#&d H@QX@#KE E UC"R#&d H@ QX@#CONSULTANT (Name,Title, Company)C"(CONTACT INFO )(Telephone, *baddress)C";DMAIN TOPIC DISCUSSED AND INFORMATION IRECEIVEDKE E UP    P   Craig Nowak, Designer, MorrisonMaierle/CSSA Great Falls, Montana  (406) 4541513   General overview of project, briefing and design and project parameters. P    P P   e e P P     P P e    P          Z? MNIWOAHE.REC -p+p+ 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(H !      X  X  H  O ddx |h ddx! O  " ax $# P7kP#INFORMATION/DATA DOCUMENTS CONSULTEDE UC" 2*  #&d H@ QX@#DOCUMENT (Name, Author, Dates, etc.)C"AVINFORMATION RECEIVED/USEDE U  Final draft, Final Engineering Report, Mni Wiconi Rural Water Supply Project, Oglala Sioux Tribe Rural Water Supply System, MorrisonMaierle/CSSA, May 1993 Main source document for general project and design information. p  Draft Engineering Report, Core Pipeline Transmission System, Mni Wiconi Rural Water Supply Project, Oglala Sioux Tribe Rural Water Supply System, MorrisonMaierle/CSSA, March 1995  Present concept and concerns regarding the core transmission pipeline for the project.p p  Draft Engineering Report, Core Pipeline Transmission System Analysis, Mni Wiconi Rural Water Supply Project, Oglala Sioux Tribe Rural Water Supply System, MorrisonMaierle/CSSA, March 1995 Present concept and concerns regarding the core transmission pipeline for the project.p p   Draft Final Report, Oglala Sioux Rural Water Supply System, Oahe Intake Structure, Proposed Design, Report of the Formal Value Engineering Study Team, May31, 1994. General intake VE study recommendations and criteria and limits analysis generated in the study.p 8  Final Report, Oglala Sioux Rural Water Supply System, Pine Ridge to Slim Butte, KyleNorth, and West Boundary Water Supply Systems, Proposed Design, Report of the Formal Value Engineering Study Team, April 4, 1994.5 General criteria and limits governing the rural water supply system in Tribal areas.8   Design data, documents, drawings, estimate sheets, and other designer information provided by Mr. Bob Morrison and Craig Nowak, MorrisonMaierle/CSSA. Main specific data documents for core pipeline transmission facilities. P 5 - P P  } P P - ! P P }  # P  ! $   # Z?$ DOCUMENT.REC$!0*(( 3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(!"      X  O ddx!  ddx" O  #" tx $ # P7 +=P#MNI WICONI RURAL WATER SUPPLY PROJECT # xP7 a P## xP7q P#  d ' CORE PIPELINE TRANSMISSION LINE#xP7 a P#  [ 0-PROPOSED PLAN#  P7cP#  1 " #&d H@QX@#DESIGN TEAM PRESENTATION ATTENDANCE LIST * 9:00 a.m., March 28, 1995 " MorrisonMaierle/CSSA, 910 Helena Avenue, & Helena, Montana, Conference RoomjB R"X#&d H@ QX@#NAME"4CODE/OFFICE"TPHONEjB Rp(   Sam Martin    Bureau of Reclamation, Value Engineering, PO Box 25007, D8170 Denver, Colorado 80225 +   (303) 2368304p( p(   Bud Stiles    Bureau of Reclamation, Pierre Field Office, 810 West Fifth Street, Pierre, South Dakota 57501   (605) 7735943p( ( +   Tim Berry  MorrisonMaierle/CSSA, 910 Helena Avenue, Helena, Montana 59604 C  (406) 4423050( (   Bruce McCollom[  1920 East Park, Pierre, South Dakota 57501   (605) ( p( C  Pat Murtagh   HKM Associates PO Box 31318, Billings, Montana 59107 [  (406) 6566399p( p(   Mark Baltzers  DeWild, Grant, Reckert & Associates, 3151st Avenue Rock Rapids, Iowa 51246 !  (712) 4722531 p( p( [  John Madden#  DeWild, Grant, Reckert & Associates, 3151st Avenue Rock Rapids, Iowa 51246 ;&  (712) 4722531 p( ( !  S( S( ( p( ;&  Jeff Wallak*  MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401 ,  (406) 4541513)"/..XXp( * S(  Craig NowakH  MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401   (406) 4541513*   Z? MNIWECHO.BRF#/a%a%   3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(X"$  X    X  T ddx"  ddx$ T * " tx $ # P7 +=P#MNI WICONI RURAL WATER SUPPLY PROJECT # xP7 a P## xP7q P#  d ' CORE PIPELINE TRANSMISSION LINE#xP7 a P#  [ 0-PROPOSED PLAN#  P7cP#  1  " #&d H@QX@#ORAL PRESENTATION TO DESIGNER ATTENDANCE LIST )11:00 a.m., March 31, 1995 " MorrisonMaierle/CSSA, 910 Helena Avenue, )Helena MT, Conference RoomjB R"X#&d H@ QX@#NAME"4CODE/OFFICE"TPHONEjB Rp(   Sam Martin    Bureau of Reclamation, Value Engineering, PO Box 25007, D8170 Denver, Colorado 80225 +   (303) 2368304p( p(   Bud Stiles    Bureau of Reclamation, Pierre Field Office, 810 West Fifth Street, Pierre, South Dakota 57501   (605) 7735943p( ( +   Tim Berry  MorrisonMaierle/CSSA, 910 Helena Avenue, Helena, Montana 59604 C  (406) 4423050( (   Bruce McCollom[  1920 East Park, Pierre, South Dakota 57501   (605) ( p( C  Pat Murtagh   HKM Associates PO Box 31318, Billings, Montana 59107 [  (406) 6566399p( p(   Mark Baltzers  DeWild, Grant, Reckert & Associates, 3151st Avenue Rock Rapids, Iowa 51246 !  (712) 4722531 p( p( [  John Madden#  DeWild, Grant, Reckert & Associates, 3151st Avenue Rock Rapids, Iowa 51246 ;&  (712) 4722531 p( p( !  Craig NowakS(  MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401 *  (406) 4541513'$/..XXp( p( ;&  Bob Morrison  MorrisonMaierle/CSSA, 1321 Eighth Avenue North, Suite 104, Great Falls, Montana 59401 nn*p  (406) 4541513p( (      ( H* p      H*   Z? MNIWECHO.BRF%/a%a%      3'3'StandardHPLAS4DA.PRS&d H3'3'StandardHPLAS4DA.PRS&d H(X$&  X І    *0#n_ p^7#Supporting Documentation 6#9xP7P# 6  ) ##*0 xM7#Cost estimate sheets, telephone report %]records, and computations of note.T&0*0*0* 6