HomeMy WebLinkAboutResolution - 4373 - Economic Development Contract - SPFB & BDF Inc - Water Well - 01/27/1994Resolution No. 4373
January 27, 1994
Item #31
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF TBE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to
execute for and on behalf of the City of Lubbock an Economic Development Contract,
attached herewith, by and between the City of Lubbock and the South Plains Food Bank and
Breedlove Dehydrated Food, Inc., and any associated documents, which Contract shall be
spread upon the minutes of the Council and as spread upon the minutes of this Council shall
constitute and be a part of this ResolutigxAsjf fully copied herein in detail.
Passed by the City Council this 27tb day of )d uary , 1994.
ATTEST:
&J�'
Betty _ Johns City Secretary
APPROVED CONTENT:
od Ellis, Director of Business
R lis for Economic Development
APPROVED AS TO FORM:
U ce;�' � " J.- - -
C. Ross, Jr., City Attorney
JCR cWccdoWC-SPFOOD=
January 14,1994
�1 r
YOR
Resolution No. 4373
January 27, 1994
Item #31
ECONOMIC DEVELOPMENT CONTRACT
STATE OF TEXAS §
COUNTY OF LUBBOCK §
This contract, made this 27th day of January 1994, by
and between the South Plains FoR Bank; Breedlove De y to Food, Inc., non-profit
corporations of the State of Texas, hereinafter referred to as "Food Bank" and the City
of Lubbock, a municipal corporation of the State of Texas, herein referred to as "City",
WITNESSETH:
WHEREAS, Food Bank has purchased the "Litton" building, which building is
located upon real property described in Exhibit A attached hereto and made a part
hereof, and
WHEREAS, Food Bank has determined that the technology exists to preserve
food through the process of dehydration, and
WHEREAS, Food Bank has discovered that each year millions of pounds of
quality fresh vegetables, grains, fruit and other foods within a 150 mile radius of
Lubbock never reach the market due to excess production, adverse economic
conditions, or failure to meet commercial standards, and
WHEREAS, area farmers are desirous of donating surplus fresh quality
vegetables to Food Bank, and
WHEREAS, Food Bank intends to process said donated vegetables at the
"Litton" building by the process of dehydration, and
WHEREAS, the Food Bank will require approximately 55 million gallons of
water per year for the purposes of dehydration of vegetables, and
WHEREAS, the Food Bank will provide twenty-one jobs in connection with the
operation of a dehydration plant at the "Litton" building with annual salaries of
$250,000, and
WHEREAS, the City of Lubbock did adopt its economic development plan on
February 8, 1990, and
WHEREAS, the City's plan provides as two of its top priorities the expansion
of its manufacturing base and the promotion and development of its agricultural
industries, and
WHEREAS, the City Council finds that the request is consistent with the City
Economic Development plan, and
WHEREAS, the City Council finds authority exists in Section 380.001 of the
Texas Local Government Code to assist Food Bank with its request;
NOW THEREFORE, in consideration of the covenants and agreements herein
contained and other valuable consideration Food Bank and City do hereby agree as
follows:
1. Food Bank will drill and construct a water well at a location described in
Exhibit B attached hereto and made a part hereof of all purposes. The water well to be
drilled, as herein authorized, shall be constructed to City specification all as set forth as
Exhibit C attached hereto and made a part hereof.
2. Food Bank will enclose the completed water well in a steel well house in
accordance with the plans attached hereto as Exhibit D, which plans as attached are
made a part of this agreement for all purposes.
3. Upon completion of the construction of the well described in paragraph 1
above and the well house described in paragraph 2 above, Food Bank may be required
to install a double check valve back flow preventer, or other approved back flow
prevention system, between the well, hereinabove mentioned, and the City potable
water system. Upon completion of the well, Food Bank shall notify City's Director of
Water Utilities who shall inspect the construction and the proposed use of the well and
determine whether or not a back flow valve system is necessary. In the event a back
flow value system is found to be necessary, then in such event Food Bank shall
construct such a system to meet City standards and shall maintain such system in good
working order during the term of this agreement. City's Director of Water Utilities
shall inspect and approve such system prior to any water being pumped or used from
the well referred to in paragraph 1. In addition, City shall have the right of inspection
of the well, well house, and back flow system at all times during the term of this
agreement.
4. Food Bank agrees that any and all water used by it under this contract
shall be used only for the purposes of dehydration of foods and to irrigate a vegetable
garden located upon the premises described in Exhibit A. Well water shall not be used
as a potable water supply. Food Bank further agrees that all such potable water
required by it will bepurchased from the City in the normal manner for like water
service. Water used for grounds maintenance shall be considered potable water for the
purposes of this agreement and shall be purchased from the City as above set forth.
5. Food Bank agrees to do all maintenance and pay all utility bills required
for the operation of the well described in paragraph 1 and the well house described in
paragraph 2 of this agreement.
6. Food bank agrees that it shall, as soon as the dehydration plant is ready
for operation, employ twenty-one professional and production workers in accordance
with the following schedule:
(a) seven to eight employees shall be provided in the initial three month start
up phase, and
ECONOMIC DEVELOPMENT CONTRACT am
SOUTH PLAINS FOOD BANKBREEDLOVE DEHYDRATED FOOD, INC.
3
(b) during the following six month period from the end of the start up phase,
described above in subparagraph (a), additional employees will be added
so as to provide a total of 13 employees, and
(c) during the following nine month period from the end of the second
phase, described in subparagraph (b) above, additional employees shall
be added so as to provide a total of 21 employees.
7. In the event that Food Bank fails to provide twenty-one jobs at its
dehydration plant during the term of this agreement, then the City shall have the option
to access charges for well water used by Food Bank. The charges to be accessed shall
be on a prorated basis to be agreed to by City and Food Bank at such time. Both City
and Food Bank agreed to use their best efforts to come to an agreement on the prorated
cost of such well water, but in the event such agreement cannot be reached within thirty
days, then the City shall set a rate to be charged for well water used by Food Bank. In
the event that Food Bank disagrees with the rate set by City for such water it may
terminate this agreement or ten days notice to the City.
7a. Notwithstanding anything set forth in paragraph 6 or 7 of this
agreement, when the seasonal production of food is insufficient to justify 21
employees, then in such event Food Bank may deviate from this number of employees
by 4 without being considered in violation of the provisions of this agreement.
8. In the event that Food Bank, for any reason, ceases to use the Litton
building for its dehydration plant, then in such event Food Bank shall execute any and
all legal instruments necessary to convey ownership and title to the well described in
paragraph 1 and the well house described in paragraph 2 to the City.
9. Food Bank agrees that it will construct and operate the well described in
paragraph 1 of this agreement in such a manner as to comply with all Federal or State
laws and regulations, as well as all specific requirements of the High Plains
Underground Water Conservation District, and shall give particular attention to any and
all health and environmental laws or regulations that may be applicable to the use of
well water as contemplated by this agreement. In this respect, Food Bank agrees to
save City harmless and to defend any and all claims, causes of action, or lawsuits
brought by any branch of Federal or State government or any individual alleging a
failure to comply with any Federal or State law or regulation.
10. Food Bank further agrees to hold City harmless from any other claims or
causes of action in any way arising from its operation of the well described in
paragraph 1 of this agreement or from the use of the water from said well in its
dehydration operations.
11. Food Bank agrees during the term of this contract to carry and keep in
effect insurance policies of the following kind and amounts:
(a) Public liability insurance for personal injury/deathgrowing out of any
one accident or other case in the minimum sum of S 1,000,000 for one
person and $1,000,000 for two or more persons, and
ECONOMIC DEVELOPMENT CONTRACT
SOUTH PLAINS FOOD BANKBREEDLOVE DEHYDRATED FOOD, INC.
(b) Property damage liability insurance in a minimum sum of $1,000,000
for property damage growing out of any one accident or other cause.
Food Bank shall maintain said insurance with insurance underwriters authorized to do
business in the State of Texas. The City shall be named as an additional insured on
said policies of insurance and a certificate from the insurance carriers showing that the
insurance policies above mentioned are in force and shall be filed with the City
Secretary. Said policies or certificates shall contain a provision that the policies of
insurance may not be cancelled without ten day written notice to the City. Said notice
to be addressed to the City Secretary at the following address:
City Secretary
Ci of Lubbock
1625 13th Street
P. O. Box 2000
Lubbock, Texas 79457
12. Food Bank agrees that legal ownership and title to the water to be used
by Food Bank under this agreement passes to Food Bank upon the event of said water
being pumped to the surface by Food Bank. Food Bank shall be responsible to satisfy
itself that the water to be used by Food Bank meets all necessary standards to be used
in Food Bank's dehydration process as contemplated by this agreement and the City
makes no warranty either, expressed or implied, that the well water will meet said
standards.
13. Food Bank agrees to pay any and all taxes that may be assessed against
the water well described in paragraph 1 or the well house described in paragraph 2 of
this agreement.
14. Food Bank agrees that it shall make no alterations or additions to the
water well described inraph 1 or the well house described in paragraph 2 without
the prior written approval of the Director of Water Utilities for the City of Lubbock.
15. In the event Food Bank ceases to operate its dehydration plant and this
agreement is terminated as provided in paragraph 7 of this document, then in such
event, at the option of the City, it may cap the water well described in paragraph 1 and
remove the well house described in paragraph 2 and Food Bank agrees to reimburse
City for such costs or City may operate said well for municipal purposes.
16. The term of this agreement shall be for a period of 20 years commencing
on the day and year first above written. .
17. This agreement includes the entire agreement between the pasties and
changes or additions to this agreement shall be by written amendment hereto.
18. This agreement shall be construed under the laws of the State of Texas
and in any dispute between the parties venue shall be in Lubbock County, Texas.
19. This agreement shall not be assigned without the consent of the City
Council of the City of Lubbock, Texas.
ECONOMIC DEVELOPMENT CONTRACT '
SOUTH PLAINS FOOD BANK/BREEDLOVE DEHYDRATED FOOD, INC.
Executed this 27th day of January , 1994.
-S SOUTH PLAINS FOOD BANK
r�
"MAYOR V `-'
ATTEST: ATTEST:
�G
-Betty M. 16hnson, Wity Secretary David U Cummins, Secretary
APPROVED CONTENT: BREEDLOVE DEHYDRATED FOOD,
INC.
1 /
,e
Rocf FAlis, qXrector of Business LCHARLES IDENT
Rela ons for Economic Development
APPROVED AS TO FORM:
lZoland Roberts, Secretary
erm L
C. Ross, If., City Atthrhey
JCR:dw1A10/C-F00DBK.doc.ww
rev. January 7, 1994
ECONOMIC DEVELOPMENT CONTRACT
SOUTH PLAINS FOOD BANK/BREEDLOVE DEHYDRATED FOOD, INC.
i i I
A tract of land out of Section 5, Block A, Lubbock County, Texas, described
by metes and bounds as follows:
BEGINNING at a point which bears 80.00 feet East and 60.00 feet South of the
Northwest corner of Section 5, Block A;
THENCE S. 00° 20' E. a distance of 1190.30 feet;
THENCE N. 89 ° 40' E., along Loop 289 right-of-way, a distance of 10.00
feet;
THENCE Southeasterly along a curve to the left with a radius of 513.69 feet,
an arc length of 138.97 feet to a point of tangency in the Loop right-of-way;
THENCE S. 15 ° 47' E., along Loop 298 right-of-way, a distance of 178.80
feet to a point of curvature;
THENCE Southeasterly along a curve to the right with a radius of 777.75 feet,
an arc length of 101.69 feet to a point of reverse curvature;
THENCE Southeasterly around a curve to the left with a radius of 75.00 feet,
an arc length of 87.21 feet to a point of tangency in the North line of Loop 289;
THENCE S. 740 58' E. along the North right-of-way line of Loop 289 a
distance of 1180.00 feet;
THENCE S. 25 ° 27' E. a distance of 30.00 feet to a point in the North right-
of-way of the railroad;
THENCE N. 64 C 33' E., at 50.00 feet from and parallel to the centerline of
the railroad track, a distance of 229.70 feet to a point;
THENCE N. 16° 27' W. a distance of 1981.70 feet;
THENCE S. 89 ° 40' W. a distance of 960.00 feet to the Point of Beginning; a
portion of which has been heretofore dedicated and platted into Lot 1, Litton
Addition to the City of Lubbock, Lubbock County, Texas, being one and the
same tract of land as that described in two Special Warranty Deeds of record in
Volume 2254, Page 79 and Volume 2257, Page 19, respectively, Real Property
Records of Lubbock County, Texas; SAVE AND EXCEPT a tract of land being
located in Section 5, Block A, Lubbock County, Texas, being further described
as follows:
7
BEGINNING at a 1/2" iron rod with cap set in the South right-of-way line of
Ursuline Street for the Northwest corner of this tract which bears East a distance
of 80.0 feet and South a distance of 60.0 feet from the Northwest corner of
Section 5, Block A, Lubbock County, Texas;
THENCE N. 89° 40' 00" E., along the South right-of-way line of Ursuline
Street, a distance of 350.0 feet to a 1/2" iron rod with cap set for the Northeast
corner of this tract;
THENCE S. 00° 20' 00" E. a distance of 1,115.48 feet to a 1/2" iron rod with
cap set in the North line of Lot 1, Litton Addition to the City of Lubbock, for
the Southeast corner of this tract;
THENCE N. 740 58' 00" W., along the North line of Lot 1, Litton Addition, a
distance of 362.98 feet to a 1/2" square metal lube found in the East right-of-
way line of North Quirt Avenue, for the Southwest corner of this tract;
THENCE N. 00° 20' 00" W., along the East right-of-way line of North Quirt
Avenue, a distance of 1,019.29 feet to the Point of Beginning.
S
hinDxl-j -
North Quirt
(s• v W.,
CARTER
-1 p6-5' 12
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H 138.54 0 171.01'
SPECIFICATIONS FOR MATERIALS
PRODUCTION WELLS
The gravel for gravel packing shall be silicate particles of
rock, as obtained from sources near Brady, Texas, referred to as
Brady 8-12 or an approved equal. Any other well rock shall be
subject to the approval of the ENGINEER prior to bidding.
Gravel specifications:
100% passing No. 6 screen
40% retained on No. 8 screen
80% retained on No. 10 screen
95% retained on No. 12 screen
crushed rock not acceptable
less than 5% soluble in HCL
2. PRODUCTION CASING
Production casing shall be new 12 3/4 inch electric fusion -
welded, straight seam or spiral seam, 0.188 inch minimum wall
thickness low carbon steel pipe. Joints shall be welded and
strapped with four one inch steel straps spaced evenly around
the circumference of the casing.
3. SCREEN
The screen shall be " AGRI-SCREEN " manufactured by Johnson
Division, Signal Environmental Systems, Inc., P.O. Box 64118,
St. Paul, Minnesota 55164, or an approved equal. If the bidder
proposes to furnish any other screen other than specified, a
sample shall be submitted to the ENGINEER five calendar days
before the bid is submitted.
The screen shall be manufactured with coated low carbon mild
steel wire and have an outside diameter equal to the diameter
of the production casing. The screen shall have openings of
fifty thousandths ( 50/1000 ) inch. The ends shall be equipped
with welding rings for welding to casing or for welding together
several sections of screen. The screen settings in each well
shall be determined by the ENGINEER.
/0
EXH161T
Approximately 1.5 cubic yards of Class B concrete shall be
required for each well house floor and footing. Approximately
0.75 cubic yards of Class B concrete shall be required for each
pump base. The cement shall conform to Standard Specifications
and tests for Portland Cement, "A.S.T.M." Serial Designation C-
150-41, and C77-40.
Class B concrete shall contain not more than 7 gallons of water
per sack of cement. The concrete mix shall contain not less
than 4-1/2 sacks of cement per cubic yard of mix and shall have
a minimum 28 day compressive strength of 2500 P.S.I. Maximum
additional water of 1-1/2 gallons per cubic yard of mix will be
allowed with the approval of the ENGINEER.
Concrete aggregates for class B concrete shall consist of
natural clean washed sand and gravel. The aggregates shall be
well graded form coarse to fine and the maximum size of the
coarse aggregate shall not exceed 3/4 inch. The aggregate shall
be free from injurious amounts of clay, soft ar flaky materials,
loam or organic impurities.
5. GRAVEL FEED PIPE
The gravel feed pipe to be installed in production wells shall
consist of three (3) inch schedule 40 T&C steel pipe extending
from two (2) feet above the ground surface to approximately (80)
feet below ground surface and threaded on the ground surface
end. The threaded end shall be capped with a 3 inch cap.
6. STEEL
Reinforcing steel used in concrete well house floors shall
conform to A.S.T.M. " Standard Specifications for Billet -Steel
Concrete Reinforcement Bars, Intermediate Grade" or " Rail
Steel,R latest edition.
Wire mesh for each concrete well house floors shall be 6 x 6 x
10.
Steel plate for well houses shall be (12) gauge mild steel
plate.
7. PAINT AND PRIMER
The primer for the well houses shall be red iron oxide and shall
be Pittsburg Paints Inhibitive Red Primer No. 6-203, or approved
equal. The paint for the well houses shall be exterior -interior
aluminum, Pittsburg Paints General Purpose No. 6-230, or an
approved equal.
1. GENERAL
The price bid on each and every item shall include the
furnishing of all equipment, materials, power, labor, tools,
fuel and transportation necessary or incidental to completing
and fulfilling the terms of this contract.
The slush pits shall be dug by the contractor and shall have the
following minimum dimensions:
Length - 30 ft.
Width - 8 ft.
Depth - 4 ft.
Slush pits shall be filled and leveled by the CONTRACTOR during
final cleanup.
The drilling shall be done with a reverse rotary drilling rig.
No bentonite mud additives shall be used by the contractor. The
OWNER will furnish water for this project from existing wells
and pipelines.
The well shall be drilled 20 inches in diameter, from the
surface to 5 feet below the top of the Pre-pliocene "redbed"
strata. An accurate log of the changes in the formation shall
be kept by the driller and presented to the ENGINEER after the
well is drilled.
3. INSTALLING PRODUCTION CASING
Before the production casing is installed, the hole shall be
clear of sand and cuttings at least to the depth of the top of
the redbed or to the depth to which the production casing shall
be set as determined by the ENGINEER. The casing shall be
centered by attaching guides at the bottom and at 60 feet below
the surface. Approximately five (5) feet of blank casing shall
be installed below the bottom screen.
The well screen shall be attached to the production casing by
welding in the intervals selected by the ENGINEER.
4. GRAVEL PACKING
The wells shall be gravel packed immediately after the
production casing and screen have been set in place. A tremie
pipe shall be lowered into the annular space to a point within
10 feet of the bottom of the drilled hole. The drill stem,
without the drill bit shall be lowered into the casing to a
point within 5 feet of the bottom of the screen, and the air
line shall be lowered into the drill stem to a point
sufficiently deep enough to pump by air lift from the bottom of
the screen.
After the tremie pipe and the drill stem are set in place, the
gravel shall be pumped into the annular space through the tremie
pipe. The gravel may be mixed in a hopper to form a " slurry ".
This slurry will then be pumped under pressure: into the tremie
pipe for placement into the well. The tremie pipe will be
raised as the annular space fills with gravel.
During the placement of the gravel pack, water, mud, and sand
shall be pumped from the interior of the screen and into the
slush pit through the drill stem acting as air lift pump. This
operation shall continue until the annular space is filled with
gravel to a point thirty (30)5 feet above the screen.
5. CONCRETE FOR SURFACE SEAL
The annular space between the production casing and the wall of
the hole shall be open from the ground surface to 50 feet below
the surface. A three inch gravel feed pipe shall be placed in
the annular space between the production casing and the wall of
the hole to a depth of approximately thirty (30) feet above the
screen. A five (5) foot layer of clean (formation) sand may be
placed on top of the gravel pack. The concrete shall be placed
into the annular space slowly through a pipe extending from the
top of the production casing. The pipe shall be withdrawn as
the annular space fills with concrete. The space shall be
filled to the land surface.
6. DEVELOPMENT
Development shall consist of high velocity jetting with a
special jetting tool, and overpumping and surging with a test
pump. Jetting shall be done with a special jetting tool
consisting of 4 jetting nozzles of 1/4 inch orifice size and an
exit velocity of jetting fluid at a minimum of 150 feet per
second. The jetting process shall proceed from the top of the
screened interval to the bottom. The jetting tool shall be
rotated slowly and raised and lowered as far as possible as each
connection is made. After the first jetting pass is complete
the tool will raised to the top of the first jetting pass and
another pass made throughout the entire screened section. This
process shall continue until the gravel has ceased slipping and
return fluid is free of sand and other fines.
Overpumping shall be the final development procedure. A
vertical turbine pump capable of overpumping-- (producing more
water than the well can yield) shall be set 3 to 5 feet off of
the bottom of the well. The well shall be pumped at high rates
and backwashed until the gravel ceases to move and the discharge
is clear. When the gravel is stable and the discharge is clear
the pump shall be set at a rate that will cause the well to
break suction. At this point the pumping rate shall be
decreased at certain intervals until the pumping level shows to
be stable for a period of three hours. Records of the entire
test pumping procedure including all measurements shall be
submitted to the ENGINEER following the completion of the well.
The top of the gravel pack shall be maintained at a point (20)
to (30) feet above the screen during all development work.
"- V_4 0 49 go_010 V01; I us :1.1-11
Forming for concrete work shall be approved by the ENGINEER
prior to making any concrete pour. Electrical conduits shall be
set according to the attached plans. Expansion joint material
shall be used between the pump block and the floor slab.
8. WELL HOUSES
Steel well houses shall be constructed as per attached plans,
delivered and set upat the well site. The surfaces of the steel
shall be free of all dirt, grease, rust and mill scale prior to
painting. Inside and outside surfaces of the well shall be
painted with 2 two coats of primer and 2 two coats of aluminum
paint. The first coat of primer shall be allowed to dry for 12
twelve hours before the second coat of primer is applied. The
second coat of primer shall be allowed to dry for 12 twelve
hours before the first coat of aluminum paint is applied. The
first coat of aluminum paint shall be allowed to dry for 12
twelve hours before application of the second coat of aluminum
paint is applied.
9. CLEAN UP
During all phases of construction the work sites shall remain
free of construction debris, boxes, paper, plastics, bottles and
cans. The CONTRACTOR shall provide a receptacle at each work
site and no debris shall be placed in the slush pits.
10. SPECIAL INFORMATION
The CONTRACTOR shall be especially cautious regarding fires. No
firearms and no hunting shall be allowed on the project. All
losses, injuries, damages and claims for the same that result
from activities of the CONTRACTOR shall be the responsibility of
the CONTRACTOR.
The unit bid price on each item, as stated in the proposals,
shall include furnishing all labor, superintendence, machinery,
equipment and materials, except material specifically specified
to be furnished by others, necessary or incidental to complete
various items of work in accordance with the plans and
specifications. Costs of work or materials shown on the plans
or called for in the specifications and on which no separate
payment is made shall be included in the bid prices on the
various pay items.
2. DRILLING
Drilling of the water wells shall be paid for at the unit price
bid per foot of depth of full diameter hole to a point 5 feet
below the top of the pre-pliocene redbed. The unit price bid
shall be complete compensation for drilling of the holes and
shall include any and all incidental work not otherwise included
on the bid items or otherwise provided for in the
specifications.
3. PRODUCTION CASING
Furnishing and installing production casing described in the
plans and specifications shall be paid for at the unit price bid
per foot of casing. The unit price bid shall be complete
compensation for furnishing and installing the casing complete
in place including any and all incidental work or materials not
otherwise included in the bid items or otherwise provided for in
the specifications.
4. SCREENS
Furnishing and installing screens as described in the plans and
specifications shall be paid for at the unit price per foot of
screen. The unit price bid shall be complete compensation for
furnishing and installing the screens complete in place
including any and all incidental work or materials not otherwise
included in the bid items or otherwise provided for in the
specifications.
5. GRAVEL PACKING
Furnishing and placing the gravel in wells as called for in the
plans and specifications shall be paid for at the unit price bid
per cubic yard of gravel pack and shall be complete compensation
for furnishing and placing gravel in place, including any and
all incidental work or materials not otherwise included in the
bid items or otherwise provided for in the specifications.
15'
Furnishing and installing the gravel feed pipe on the two new
production wells shall be paid for at the unit price bid price
bid per foot of installation complete in place, including all
labor, materials, tools and other incidentals necessary
including any and all incidental work or materials not otherwise
included in the bid items or otherwise provided for in the
specifications
Furnishing and installing concrete for surface seal shall be
paid for at the unit price bid per cubic yard for production
wells and per each on the monitor wells.- The unit price bid
shall be complete compensation for furnishing and installing
concrete for surface seal complete in place, including any and
all incidental work or materials not otherwise included in the
bid items or otherwise provided for in the specifications.
S. WELL DEVELOPMENT
Well development by high velocity jetting tool and test pumping
for production wells and high volume air flow on the monitor
wells shall be paid for at the unit price bid per hour of
development. The unit price bid shall be complete compensation
for development including all labor, tools, equipment and
incidentals not otherwise included in the bid items or other
otherwise provided for in the specifications.
9. CONCRETE FLOORS AND PUMP BASES
Concrete floors and pump bases on production wells shall be paid
for at the unit price bid per well site. The unit price bid
shall be complete compensation for furnishing and installing the
concrete floors and pump bases complete in place, including 4
inch pipe stubs and all other tools, labor, materials and other
incidentals not otherwise included in the bid items or otherwise
provided for in the specifications.
10. WELL HOUSES
Steel well houses shall be paid for at the unit price bid per
each well house. The unit price bid shall be complete
compensation for furnishing and delivering the well houses to
each production well site complete, including all tools,
materials and other incidentals not otherwise included in the
bid items or otherwise provided for in the specifications.
FILL PIPE
FOR GRAVEL
TYPICAL WELL
CONSTRUCTION
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CONCRETE
SAND -
GRAVEL
WELL SCREEN
GRAVEL FEED PIPE
THREADED PIPE AND HANDLE
e' 0" —
Length
SIDE VIEW
Scale I"= I'-0,,
Lifting Ring
# 5 Bar
2'- 0 1/2'�
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(Bolt In place)
WALLS 12 Go. MILD STEEL PLATE
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PLAN VIEW
Scale I"= 1'- 0"
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Angle O
O
'N
_
Center of Hasp
� N
N -D
3 above bottom
N
\
N
1
0
-
`
-1
n�jU
-
21/2"
V2"
DOOR
Scale I"= I'-0"
STEEL WELL HOUSE PLANS
END VIEW
Scale I"= 1` 0"
-a
2"x 2 x 1/4�
Angle
2'x
Angi
2"x 2"x 1/4"x 3" ANGLE
a
3
w
j 5/8"x 6" BOLT WELDED TO CHAIN
0
x
3 I t}•z-3/16"GAL. COIL CHAIN
e,
'p •, oo �;;a:`,','a "_;'p'. a:c: WELL HOUSE FLOOR
GROUND SURFACE
ANCHOR FOR WELL HOUSE
(TO BE INSTALLED AT ALL FOUR CORNERS)
I
941 PS Safety Hasp
for all Hasps
(Bolt in place)
DOOR HASP
Scae I=0-2"
Ground Surfa
2 # 4 Bars
}♦•--- 3 5 3 O 1 3
.O
I I
I 1
SIDE VIEW
41,
2" Pipe
1/2" Conduit
1. Conduit
3'-5"
i
_ 6x6x10 Wire I
2-# 4 Bars
2'- 3
6x6x10
Mesh Wit
9 o
p o
D.�
B'- 6"
Q
SECTION B- B
nduit
� 3•-O" 1•-3"—
Depth of pump Base
M
t1 BII
'varies from One Ft.�... -
above Pump Hoose
. Floor to conc. around �' ��
Surface Casing 1pr= `O
c q a
SECTION A- A
WELL HOUSE FLOOR
AND
PUMP BASE
0
iy
Li�j
XHIBIT
3-D-319