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					                                                             FLOYD HILL MASTER PLAN
                                             Water and Sewer Opinion of Probable Costs - Option 1
                                                          On-Site Well Development
                                                             Baseline Condition

                                                   DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:                 Floyd Hill Master Plan                                 DATE: 5/20/2009
                                  BASELINE CONDITIONS - WELLS

      PROJECT NUMBER:                         R1099                                  CALC. BY: AMP/SLS
                                                                                     MODIFIED:


NO.                             DESCRIPTION                           UNIT        QUANTITY         UNIT PRICE       COST

     WATER SYSTEM
   1 Install Wells - Municipal Standard (a)                           EA                       2 $300,000.00 $          600,000
   2 250,000 gallon Water Tank (includes site prep.) (b)              GAL                250,000       $1.50 $          375,000
   3 Augmentation Water Shares from Clear Creek Water Bank           A.F./yr                 148   $2,200.00 $          325,600
     (Annual Cost)
     SUBTOTAL WATER SYSTEM                                                                                      $     1,300,600
     WASTE WATER SYSTEM
   4 Waste Water Treatment Plant (c)                                   GAL               150,000        $12.00 $      1,800,000
     SUBTOTAL WASTE WATER SYSTEM                                                                               $      1,800,000
                                                                                              Engineering 6% $          186,036
                                                                     Construction Oversight Administration 4% $         124,024
      TOTAL                                                                                                    $      3,410,660




Notes:
Water Storage Requirement = 237,000 Gal
Waste water load = 137,000 GPD

* Supply water from wells drilled on site with redundancy
(a) Includes well development, permitting, associated infrastructure, and disinfection requirements.
(b) Water tank for storage and maintain fire flow pressures.
(c) Costs include permitting

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




 Drexel Barrell Co.
 C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
 Baseline Option 1
                                                            FLOYD HILL MASTER PLAN
                                            Water and Sewer Opinion of Probable Costs - Option 2
                                                        Water from Municipal Source
                                                            Baseline Condition

                                                  DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:            Floyd Hill Master Plan                                  DATE: 5/20/2009
           Baseline Condition - Water from Municipal Source

      PROJECT NUMBER:                         R1099                               CALC. BY: AMP/SLS
                                                                                  MODIFIED:


NO.                            DESCRIPTION                           UNIT      QUANTITY         UNIT PRICE        COST

     WATER SYSTEM
   1 Water Transmission System (a)                                    LF               22,000     $150.00 $         3,300,000
   2 Pump station (b)                                                EA                     2 $500,000.00 $         1,000,000
   3 250,000 gallon Water Tank (includes site prep.) (c)             GAL              250,000       $1.50 $           375,000
     SUBTOTAL WATER SYSTEM                                                                                $         4,675,000

     WASTE WATER SYSTEM
   4 Waste Water Treatment Plant (d)                                 GAL              150,000         $12.00 $      1,800,000
     SUBTOTAL WASTE WATER SYSTEM                                                                             $      1,800,000
                                                                                            Engineering 6% $          388,500
                                                                   Construction Oversight Administration 4% $         259,000
      TOTAL                                                                                                  $      7,122,500


Notes:
Water Storage Requirement = 237,000 Gal
Waste water load = 137,000 GPD


(a) Assumes water main tie in at 980 County Road 314. Includes Permitting and Easements
(b) Pump station necessary to lift water approximately 400 feet.
(c) Water tank for storage and maintain fire flow pressures.
(d) Membrane bio-reactor treatment w/re-use possibility.Costs include permitting

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




Drexel Barrell Co.
C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
Baseline Option 2
                                                             FLOYD HILL MASTER PLAN
                                             Water and Sewer Opinion of Probable Costs - Option 1
                                                          On-Site Well Development
                                                              Level 1 Condition

                                                   DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:                 Floyd Hill Master Plan                                 DATE: 12/31/2008
                                 LEVEL 1 DEVELOPMENT - WELLS

      PROJECT NUMBER:                         R1099                                  CALC. BY: AMP/SLS
                                                                                     MODIFIED:


NO.                             DESCRIPTION                           UNIT        QUANTITY         UNIT PRICE       COST

     WATER SYSTEM
   1 Install Wells - Municipal Standard (a)                           EA                       2 $300,000.00 $          600,000
   2 200,000 gallon Water Tank (includes site prep.) (b)              GAL                200,000       $1.50 $          300,000
   3 Augmentation Water Shares from Clear Creek Water Bank           A.F./yr                 103   $2,200.00 $          226,600
     (annual cost)
      SUBTOTAL WATER SYSTEM                                                                                     $     1,126,600

     WASTE WATER SYSTEM
   4 Upgrade Existing High School WWTP(c)                              EA              1,500,000         $1.00 $      1,500,000
     SUBTOTAL WASTE WATER SYSTEM                                                                               $      1,500,000
                                                                                              Engineering 6% $          157,596
                                                                     Construction Oversight Administration 4% $         105,064
      TOTAL                                                                                                    $      2,889,260


Notes:
Water Storage Requirement = 166,000 Gal
Waste water load = 96,000 GPD

* Supply water from wells drilled on site with redundency
(a) Includes well development, permitting, associated infrastructure, and disinfection requirements.
(b) Water tank for storage and maintain fire flow pressures.
(c) Cost per Arber Wastewater Utility Plan Clear Creek High School, August 2008

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




 Drexel Barrell Co.
 C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
 Level 1 Option 1
                                                            FLOYD HILL MASTER PLAN
                                            Water and Sewer Opinion of Probable Costs - Option 2
                                                        Water from Municipal Source
                                                             Level 1 Condition

                                                  DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:           Floyd Hill Master Plan                                   DATE: 12/31/2008
         Level 1 Development - Water from Municipal Source

      PROJECT NUMBER:                         R1099                               CALC. BY: AMP/SLS
                                                                                  MODIFIED:


NO.                            DESCRIPTION                           UNIT      QUANTITY         UNIT PRICE        COST

     WATER SYSTEM
   1 Water Transmission System (a)                                    LF               22,000     $150.00 $         3,300,000
   2 Pump station (b)                                                EA                     2 $500,000.00 $         1,000,000
   3 200,000 gallon Water Tank (includes site prep.) (c)             GAL              200,000       $1.50 $           300,000
     SUBTOTAL WATER SYSTEM                                                                                $         4,600,000

     WASTE WATER SYSTEM
   4 Upgrade Existing High School WWTP(d)                             EA            1,500,000          $1.00 $      1,500,000
     SUBTOTAL WASTE WATER SYSTEM                                                                             $      1,500,000
                                                                                            Engineering 6% $          366,000
                                                                   Construction Oversight Administration 4% $         244,000
      TOTAL                                                                                                  $      6,710,000


Notes:
Water Storage Requirement = 166,000 Gal
Waste water load = 96,000 GPD


(a) Assumes water main tie in at 980 County Road 314. Includes Permitting and Easements
(b) Pump station necessary to lift water approximately 400 feet.
(c) Water tank for storage and maintain fire flow pressures.
(d) Cost per Arber Wastewater Utility Plan Clear Creek High School, August 2008

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




Drexel Barrell Co.
C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
Level 1 Option 2
                                                             FLOYD HILL MASTER PLAN
                                             Water and Sewer Opinion of Probable Costs - Option 1
                                                          On-Site Well Development
                                                              Level 2 Condition

                                                   DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:                 Floyd Hill Master Plan                                 DATE: 5/20/2009
                                 LEVEL 2 DEVELOPMENT - WELLS

      PROJECT NUMBER:                         R1099                                  CALC. BY: AMP/SLS
                                                                                     MODIFIED:


NO.                             DESCRIPTION                           UNIT        QUANTITY         UNIT PRICE       COST

     WATER SYSTEM
   1 Install Wells - Municipal Standard (a)                           EA                       2 $300,000.00 $          600,000
   2 350,000 gallon Water Tank (includes site prep.) (b)              GAL                350,000       $1.50 $          525,000
   3 Augmentation Water Shares from Clear Creek Water Bank           A.F./yr                 210   $2,200.00 $          462,000
     (annual cost)
     SUBTOTAL WATER SYSTEM                                                                                      $     1,587,000

     WASTE WATER SYSTEM
   4 Waste Water Treatment Plant (c)                                   GAL               200,000        $12.00 $      2,400,000
     SUBTOTAL WASTE WATER SYSTEM                                                                               $      2,400,000
                                                                                              Engineering 6% $          239,220
                                                                     Construction Oversight Administration 4% $         159,480
      TOTAL                                                                                                    $      4,385,700


Notes:
Water Storage Requirement = 337,000 Gal
Waste water load = 172,000 GPD

* Supply water from wells drilled on site with redundency
(a) Includes well development, permitting, associated infrastructure, and disinfection requirements.
(b) Water tank for storage and maintain fire flow pressures.
(c) Costs include permitting

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




 Drexel Barrell Co.
 C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
 Level 2 Option 1
                                                            FLOYD HILL MASTER PLAN
                                            Water and Sewer Opinion of Probable Costs - Option 2
                                                        Water from Municipal Source
                                                             Level 2 Condition

                                                  DREXEL BARRELL & Co.
                                                  Engineers - Surveyors




      PROJECT NAME:           Floyd Hill Master Plan                                   DATE: 5/20/2009
          Level 2 Development- Water from Municipal Source

      PROJECT NUMBER:                         R1099                               CALC. BY: AMP/SLS
                                                                                  MODIFIED:


NO.                            DESCRIPTION                           UNIT      QUANTITY         UNIT PRICE        COST

     WATER SYSTEM
   1 Water Transmission System (a)                                    LF               22,000     $150.00 $         3,300,000
   2 Pump station (b)                                                EA                     2 $500,000.00 $         1,000,000
   3 350,000 gallon Water Tank (includes site prep.) (c)             GAL              350,000       $1.50 $           525,000
     SUBTOTAL WATER SYSTEM                                                                                $         4,825,000

     WASTE WATER SYSTEM
   4 Waste Water Treatment Plant (d)                                 GAL              200,000         $12.00 $      2,400,000
     SUBTOTAL WASTE WATER SYSTEM                                                                             $      2,400,000
                                                                                            Engineering 6% $          433,500
                                                                   Construction Oversight Administration 4% $         289,000
      TOTAL                                                                                                  $      7,947,500


Notes:
Water Storage Requirement = 337,000 Gal
Waste water load = 172,000 GPD


(a) Assumes water main tie in at 980 County Road 314. Includes Permitting and Easements
(b) Pump station necessary to lift water approximately 400 feet.
(c) Water tank for storage and maintain fire flow pressures.
(d) Costs include permitting

Water and Wastewater Distribution and Collection Systems not included and will be based on planning of residential/commercial layouts.




Drexel Barrell Co.
C:\Docstoc\Working\pdf\50a6dd71-7e1d-4a5f-a694-2426a166b4d2.xls
Level 2 Option 2

				
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