20090507EAG to Staff 1-38.pdf

Molly O'Leary (ISB # 4996)
Richardson & O'Leary, P.L.L.C.
P.O. Box 7218
Boise, ID 83707
Tel: [phone]
Fax: [phone]
Molly~richardsonandoleary .com
Attorneys for Eagle Water Company, Inc.
10U9 MAY -7 PH 12: 38
BEFORE THE
IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF EAGLE WATER
COMPANY'S APPLICATION FOR
AUTHORITY TO IMPLEMENT A
CUSTOMER SURCHARGE.
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CASE NO. EAG-W-09-1
EAGLE WATER COMPANY, INC.'S
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST-1
COMES NOW, Eagle Water Company, Inc. and in response to the First
Production Request of the Commission to Eagle Water Company dated March 24,
2009, herewith submits the following information:
Well NO.7
REQUEST NO.1: Please submit a cost breakdown for the development of Well
NO.7 into the following categories: a) land purchase (and identify the seller); b) well
drillng/development; c) pump and motor; d) electrical controls; c) (sic) variable
frequency drive; f) mainline tie-in; and j) (sic) engineering costs. Please provide the
invoices and other documents supporting these costs.
Response for Request NO.1: The cost breakdown for Well No. 7 is as follows:
a. The land purchase cost was $40,000 on October 01, 2001 ~ 7% interest; there
is $23,800 in accrued interest to-date; for a total balance due of $63,800.00. The
owner of the land is Eagle Gravel, Inc. See also, the document marked as
"Response 1(a)", attached hereto.
b. Well drillng/development - Please see document marked "Response NO.1 (b)"
attached hereto.
c. Pump & motor - Please see document marked "Response NO.1 (c)" attached
hereto.
d. Electrical controls - Please see document marked "Response NO.1 (d)" attached
hereto.
e. Variable frequency drive - Please see document marked "Response NO.1 (e)"
attached hereto.
f. Mainline tie-in - Please see document marked "Response NO.1 (f)", attached
hereto.
g. Engineering costs - $17,535.54. Please see document marked, "Response No.
1 (g)", attached hereto.
h. Generator - Please see the document marked as "Response NO.1 (h)", attached
hereto.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water Company,
Inc., [phone]. Records are at 172-D W. State Street, Eagle, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 2
REQUEST NO.2: Please provide the depth and size (diameter) of the welL.
Response for Request NO.2: - The well is 403 feet deep. The upper casing (from +
4 feet to - 325 feet) is 16 inches in diameter; and the lower casing (from -260 feet to -
331 feet) is 10 inches in diameter.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
REQUEST NO.3: Please provide the design capacity (gpm) of pump and size of
motor (hp).
Response for Request NO.3: The pump is an Emerson Motors Model 8F80A
pump, 200 HP, 1770 RPM, three-phase, 460 volt with variable frequency drive. The
pump capacity has tested out at 1900 gpm. Please see the documentment marked as
"Response NO.3" attached hereto.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
REQUEST NO.4: Please provide the size of back-up generator (kW).
Response for Request NO.4: The back-up generator is a MAGNA One 365Kw,
240/480 volts.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO.5: Please provide the as-built plans for the complete Well No. 7
(well, pumping plant, back-up generator and mainline tie-in).
Response for Request NO.5: - Please see the document marked as "Response No.
5", attached hereto, for the record drawings.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 3
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO.6: Please provide an explanation and documentation
(competitive bid documents, selection process, work contracts, etc.) showing that cost
control efforts have been applied in paying for any of the work elements for Well No. 7
(i.e., well development, installation of pumps and motors, back-up generators, etc.), to
be sure that the project is built as economically as possible.
Response for Request NO.6: - Due to low pressure issues in the Eagle Springs
Subdivision area, and the fire flow pressure issue identified in its Application for
Emergency Surcharge (at Page 4; EAG-W-05-02), Eagle Water had to move quickly to
get Well #7 online as soon as possible. MTC, Inc., acting engineers for Eagle Water, put
the well-driling portion of the Well #7 project out for bid and received one bid back, due
to the high demand for well drillers during the ongoing construction boom.
Please see documents marked "Response No. 6(a)" and "Response No. 6(b)",
attached hereto.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
In addition, EWCO has determined over the course of the 35 years it has been in
existence that it can manage and complete construction of the necessary infrastructure
for a new well faster and more reliably than third-party contractors, and with better long-
term results in terms of the overall integrity of EWCO's system, which impacts the
bottom-line cost to customers.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 4
REQUEST NO.7: Please provide a copy of the well completion report and ground
water right/permit associated with Well No.7, including the well driller's log and test
results.
Response for Request NO.7: Please see the document marked as "Response
NO.#7", attached hereto.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
Floating Feather PRSV
REQUEST NO.8: Please provide the as-built plans for the pressure
regulating/sustaining valve project.
Response for Request NO.8: - Please see the documented marked as "Response No.
8", attached hereto, for the record drawings.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO.9: Please submit invoices supporting the payments made for this
project.
Response for Request NO.9 - Please see the document marked as, "Response No.
9", attached hereto. In addition, any and all invoices related to this project wil be made
available to the PUC Staff for on-site inspection at Eagle Water Company.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 5
REQUEST NO. 10: Please provide an explanation and documentation
(competitive bid documents, selection process, work contracts, etc.) showing that cost
control efforts have been applied in contracting and/or paying for any of the work
elements for the PRSV project.
Response to Request NO.1 0 - Please see the document marked as "Response No.
6(b), attached hereto.
In addition, EWCO has determined over the course of the 35 years it has been in
existence that it can manage and complete construction of the necessary infrastructure
for a new PRSV faster and more reliably than third-party contractors, and with better
long-term results in terms of the overall integrity of EWCO's system, which impacts the
bottom-line cost to customers.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
Tie-in to Eagle City Water System
REQUEST NO. 11: Please provide the as-built plans for the tie-in to Eagle City Water
System project.
Response to Request No. 11: - Please see the document marked, "Response No.8",
attached hereto, for the record drawings.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 6
REQUEST NO. 12: Please submit invoices supporting the payments made for
the completion of the Tie-in project including materials, installation and engineering
(MTC, Inc. and City of Eagle).
Response to Request No. 12: Please see the document marked, "Response No. 12",
attached hereto. In addition, any and all invoices related to this project wil be made
available to the PUC Staff for on-site inspection at Eagle Water Company.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 13: Please explain the engineering cost paid to the City of Eagle
($9,147, Application, p.3).
Response to Request No. 13: Please see the document marked "Response No. 13",
attached hereto.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 14: Please provide an explanation and documentation
(competitive bid documents, selection process, work contracts, etc.) showing that cost
control efforts have been applied in contracting and/or paying for any of the work
elements for the Tie-in to Eagle City Water System.
Response to Request No. 14: - Please see documents marked "Response No. 6(b)" ,
and "Response No. 13", attached hereto. In addition, EWCO has determined over the
course of the 35 years it has been in existence that it can manage and complete
construction of necessary system infrastructure faster and more reliably than third-part
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST-7
contractors, and with better long-term results in terms of the overall integrity of EWCO's
system, which impacts the bottom-line cost to customers.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 15: The Application indicates that the total cost incurred in the
Tie-in to the City of Eagle Water System was $22,347. However, the previous cost
estimate for this project as presented in the Final Engineering Report (page 6) was
$151,250. Is there stil additional work to be done on this project? Please cite the
reasons and factors why there is a huge reduction of costs between the actual cost and
original cost estimate.
Response to Request No. 15:
There is no additional work to be done on this project.
As stated in the Final Engineering Report, at p. 6 under "Mandatory Actions", the intertie
cost estimate was based on a connection with United Water of Idaho. The actual
intertie was with the City of Eagle.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 8
Rebuilding Well NO.4
REQUEST NO. 16: The Final Engineering Report indicates that Well NO.4 was
rebuilt to provide additional water source. The Company's Notice to Customers also
indicates that this is a mandatory action required by IDEQ. Please provide an
explanation/documentation (i.e. Consent Order, IDEQ letters, etc.) that this project was
a mandated action that needs to be completed.
Response to Request No. 16: - The Notice to Customers reference was in error.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 17: Staff notes that the work done in rebuilding Well NO.4
includes increasing the motor size and adding one pump bowL. Please provide the
rated capacity of the original and new pump (gpm) and motor (hp) in Well NO.4.
Response to Request No. 17: The original pump capacity was rated at 2800 to 3000
GPM in 1993. In 2006, the capacity had dropped to 1700 GPM. The well pump and
motor was removed in 2008 and inspected. It was determined at that time that an
additional pump bowl was needed and a 300 HP motor was installed to replace the
original 250HP pump. The rated pump capacity is now back to 3000 GPM.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 9
REQUEST NO. 18: Please submit invoices supporting the payments made for
various items related to rebuilding Well NO.4 including motor, pump, electrical, and
other costs ($58,575) and engineering ($1,200).
Response to Request No. 18: - Please see the document marked, "Response No. 18",
attached hereto. In addition, any and all invoices related to this project wil be made
available to the PUC Staff for on-site inspection at Eagle Water Company.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 19: Please provide an explanation/documentation (competitive
bid documents, selection process, work contracts, etc.) showing that cost control efforts
have been applied in contracting and/or paying for any of the work elements for
rebuilding Well NO.4.
Response to Request No. 19: - Please see document marked "Response No. 6(b)" ,
attached hereto. In addition, EWCO has determined over the course of the 35 years it
has been in existence that it can manage and complete construction of necessary
system infrastructure faster and more reliably than third-party contractors, and with
better long-term results in terms of the overall integrity of EWCO's system, which
impacts the bottom-line cost to customers.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -10
Booster Pump Rehabiltation for Well NO.2
REQUEST NO. 20: The Company's Notice to Customer (Exhibit H) indicates that
rehabilitating the booster pump of Well NO.2 is a mandatory action required by IDEQ.
Please provide an explanation/documentation (i.e., Consent Order, IDEQ letters, etc.)
stating that this project was a mandated action that needs to be completed.
Response to Request No. 20: The Final Engineering Report prepared by MTC, Inc.
contained an incorrect pumping capacity for the Well #2 booster pump. Once the error
was discovered, it was determined no rehabilitation was needed.
The "mandatory" reference in the Customer Notice was in error.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 21: Please submit invoices supporting the payments made for
various items related to the rehabilitation of the booster pump for Well NO.2 including
the 1 OO-hp pump and recorder ($94,000), generator set ($75,000) and engineering
($5,700).
Response to Request No. 21: Per the above response, the Well #2 booster pump was
not rehabilitated. It appears that the Commission Staff may have confused the
proposed Well #2 booster pump rehabilitation project with the "Main Booster Station"
costs identified on page 4 of the current Temporary Surcharge Application. With that
clarification, please see the document marked as "Response No. 21", attached hereto,
for the "Job Costing" breakdown related to the Main Booster Station work. In addition,
any and all invoices related to this project wil be made available to the PUC Staff for
on-site inspection at Eagle Water Company.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 11
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 22: Please provide a cost breakdown of the 100-hp pump and
the recorder.
Response to Request No. 22: Please see responses to Request No. 20 and Request
No. 21, above. With that clarification, the costfor the Main Booster Station 100 h.p
pump was $16,636.36 and the estimated cost for the inline recorder is $8,000.00 to
$10,000.00.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 23: Please provide the size (kW) of the generator set.
Response to Request No. 23: See the above responses to Request No. 20 and
Request No. 21, above. With that clarification, no generator is required for the Main
Booster Station at this time.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
REQUEST NO. 24: Please provide the as-built plans for the Well NO.2 Booster
Pump Rehabilitation project.
Response to Request No. 24: Please see the responses to Request No. 20 & Request
No. 21, above. With that clarification, please see the document marked, "Response No.
24", attached hereto, for the record drawings.
Response prepared by James T. Rees, PE, MTC, Inc., [phone]. .
Records are at 707 N. 2ih Street, Boise, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -12
REQUEST NO. 25: The previous cost estimate for the Booster Pump
Rehabilitation project as presented in the 2007 Eagle Water Engineering Report (page
9) was $38,115. The projected cost to complete the Rehabilitation project is $175,100,
a 359% increase from previous estimate. Please explain this discrepancy between the
original cost estimate and the projected cost to finish the project.
Response to Request No. 25: Please see responses to Request NO.20 and Request
No. 21, above.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 26: Are there any additional costs expected to be incurred to
complete the Booster Pump Rehabilitation project? If yes, please provide an
explanation.
Response to Request No. 26: Please see responses to Request No. 20 and Request
No. 21, above. With that clarification, Eagle Water Company plans to install an inline
recorder wired to a remote sensor on the Main Booster Station that wil chart the gallons
per minute each day. The estimated cost is $8,000.00 to $10,000.00, installed.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 27: Please indicate the timeline when this Booster Pump project
is operationaL.
Response to Request No. 27: The Main Booster Station pump is operational at this
time.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 13
REQUEST NO. 28: Please provide an explanation/documentation (i.e.
competitive bid documents, selection process, work contracts, etc.) showing that cost
control efforts have been applied in contracting and/or paying for any of the work
elements for rebuilding the booster pump for Well NO.2.
Response to Request No. 28: Please see responses to Request No. 20 and Request
No. 21, above.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
Well NO.8
REQUEST NO. 29: It is Staffs understanding that Well NO.8 was developed in
part to satisfy the IDEQ mandate for interconnection with an adjacent water system (the
Company selected interconnection with the City of Eagle Water System), and also in
part to be able to service the anticipated growth of Eagle Water customers. Was the
design capacity of Well NO.8 oversized to serve the anticipated growth? If yes, please
explain assumptions used.
Response to Request No. 29: A well needs to be sized to maximize its potential
production. So, the "design assumption" was that a 16-inch well would adequately allow
production of the currently needed 1,200 gpm without restricting potential increased
production if future demand requires.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO. 30: Please provide cost breakdown for the development of Well
NO.8 and related work into the following categories: a) land purchase (and identify the
seller); b) well drillng/development; c) pump and motor; d) electrical controls; e) variable
frequency drive; f) appurtenances; g) pump facility building; h) back-up generator; i)
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -14
mainline tie-in; and j) engineering costs.
Response to Request No. 30: The cost breakdown for Well NO.8 is as follows:
a. Land purchase - $60,000.00 ~ 7% interest, from Eagle Gravel, Inc.
b. Drillng & development costs, to date: $143,350.00
c. Pump and motor - Not purchased yet
d. Electrical controls - $28,000.00 for Idaho Power company line extension fee;
no additional electrical has been completed at this time
e. Variable frequency drive - Not completed at this time
f. Appurtenances - Not completed at this time
g. Pump facility building - $3,847.46 paid to Teal Architects, to date; work not
completed at this time
h. Back-up generator - Not completed at this time
i. Mainline tie-in - $38,275.00, to date
j. Engineering - $30,835.02, to date. Please see document "Response No.
300)" attached hereto.
Construction work on Well NO.8 has been temporarily suspended pending City of Eagle
approval of building plans for the Well House.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 31: Please provide copies of groundwater studies, design
reports and construction plans completed for Well NO.8 (wells, pumping station, back-
up generator, mainline tie-in, etc.).
Response to Request No 31: Please see the documents marked as "Response No.
31", attached hereto.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO. 32: Please provide the depth and size (diameter) of Well NO.8.
Response to Request No. 32: Please see the documents marked as "Response No.
32", attached hereto.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 27th Street, Boise, Idaho.
REQUEST NO. 33: Please provide the design capacity of the pump (gpm) and
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -15
Response to Request No. 33: The pump design has not been completed because
EWCO is awaiting the City of Eagle's approval of its Well House design and MTC, Inc.
is awaiting pump curve data from the pump supplier.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
REQUEST NO. 34: Please provide an explanation and documentation
(competitive bid documents, selection process, work contracts, etc.) showing that cost
control efforts have been applied in contracting and/or paying for any of the work
elements in developing Well NO.8.
Response to Request No. 34: - Please see the documents marked as "Response No.
6(b)" and "Response No. 31", attached hereto.
In addition, EWCO has determined over the course of the 35 years it has been in
existence that it can manage and complete construction of the necessary infrastructure
for a new well faster and more reliably than third-party contractors, and with better long-
term results in terms of the overall integrity of EWCO's system, which impacts the
bottom-line cost to customers.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 35. Are there additional costs expected to be incurred to
complete the project?
Response to Request No. 35: Yes. Eagle Water needs to complete the following
tasks (with associated estimated costs):
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -16
, ,~ i
TASK ESTIMATED COST
a. Well-piping, well house, controls and
related infrastructure
$370,000.00
b. Site improvements $30,000.00
$100,000.00c. Generator
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 36: Please indicate a timeline when Well NO.8 is operationaL.
Response to Request No. 36: The completion timeline is unknown at this time as
Eagle Water is awaiting the City of Eagle's approval of its Well House design plans in
order to continue construction.
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 37: In reference to Request No. 36, please explain if there are
potential issues that would affect the targeted completion date for Well NO.8.
Response to Request No. 37: Completion of Well NO.8 has been delayed since
February 2009, due to the City of Eagle's rejection of the original proposed Well House
design, which was identical to the Well House for Well #7 which the City had previously
approved. (Please see the document marked as "Response No. 31" for original Well
House design.) Eagle Water then hired architect Jerry Teal to design exterior elevations
to meet the City of Eagle's current design demands. Those plans were submitted in
March of 2009 but subsequently rejected because the document did not have a Notary
seaL. A notarized set of plans was re-submitted April 1, 2009 but no hearing date has
been set by the City of Eagle. EWCO has been advised by City of Eagle staff that a
hearing wil be set for Mayor June, 2009.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST -17
, .; '.. .
Response prepared by Robert V. DeShazo, Jr., President, Eagle Water
Company, Inc., [phone]. Records are at 172-D W. State, Eagle, Idaho.
REQUEST NO. 38: Please provide a well completion report and ground water
right/permit associated with Well NO.8.
Response to Request No. 38: Because Well #8 has been indefinitely delayed by the
City of Eagle, there is no "well completion report" at this time. Please see the document
marked "Response No. 38", attached hereto for a copy of the Idaho Department of
Water Resources Transfer permit for Well #8.
Response prepared by James T. Rees, PE, MTC, Inc., [phone].
Records are at 707 N. 2ih Street, Boise, Idaho.
DATED at Boise, Idaho, this 7th day of May 2009.
EAGLE WATER COMPANY, INC.
RESPONSE TO STAFF'S FIRST
PRODUCTION REQUEST - 18
. ,
RESPONSE NO. t(a)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
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EA(:JLE :.'!ATEP CD
MARCUS MERRICK
PAGE 0:::
~a2
AGREEMæT BETWEeN
EAGLE GR/\VEL, INC. AND
EAGLE WATER COMPANY
BECITA1S
A. The pa.'Ities to thsA.-greement a."e Eagle Grv.èl, In.c.; 00 IdMo corpraon
("EO")-and Eag!e Water Comprmy, an Idaho corpration ("EW.;).
B. EO Oi,ns property located in Eagle, Idao (ljEG Propert"). It is geray
dcpiçted and d;esçribed on Exhbit A. at:hed hereo, The EO Prpert consist of
approxiately 80 acres located west of a.d adjacent tu t.'ie MOrh'" prot-e an south of and
adjace,t to the Eagle Bypass.
C. Ei:N is an Idaho public utilty which provides water service to th ar with
\vld:i the EG Property is located.
:b. EW desires to acquire a -well site locate on th-e EO Proper'. which well
would be incol':iorated into its public water system.
In consid~mtion for the mutri;¡l terms ana. çunciitio1"!! oontanedherei. the paes
a¡e as follows:
AGREEMENT BETWEEN EAGLE GRAVEL AN
E..GLE WATER -Page 1
1 0/'4/?A01 1~' 0q 2089390257",'1",-''''-- '_0-, ,10/0;'/2001 00: 43 fAX 2oa:H22170
EAC:¡LE l,'.,IATEF' CD
"tARClJS MERRICK
F'Ai3E 04
~03
TERMS
1. QmiaJ': EO hereby grants to EW an exclusive opton ("The Opon") to
pw~~ ¡ well sit~; consisting of a pa."'el of land having dir~ns¡on,; of LC,- feet x. 100 feet
("Well Site Parcel") .at a priç.e gf $40,000, toget.lier '.¥th inte.ert ;;t the rate of 7% per anum
ftom Ootober 10, 20iJ ("WeB Stte Purchase Prce"). The Well Site.Par1t! ~hall 00 located on th. .... ~ -.I - - \ .- ~
eat side of .the EG Property, as depicted on Exhibit A. Th precise location :shall be ~min,ed
by mutu agrement of the parti~s.
2. Exercise .QiiQn; The Option grted herein ~hWl be exercÌSld by paymont of
th~ Wen Site Pucb.e Price prior to expiration otThe Option.
3, Opfion Term: The term of'I Option shaH be one year frm the date heeof.
The Option shall expire at 5:00 p,m. October 10, 2002.
4. Option Pr.:vmotnr. In con§lde:oll for the grtin of th optionj EW sha
pay to EG $1 ~ 000 upon execujon hi:reof. In r.~ event that 'The Optim:l is exercised, ths Option
Payment shell be c..dited to the Well Site Purchae Price.
5, Eose1!(i'lr: EG shaH gr~t to E W an easment across t.he EO propert for
access to the Wen Site and for !oci:tion ufthe water llie \vI.ich. cònneç't the EW well to it:s-a
trmission .lne located near the Eagle Bypass right=of..\-;'aY."The nrecise location of the.
ease.ti:eot o,r e19,l:.ements shall be dete.tmlnoo by mun.l agement of the paries. L:ise. the
"".'..,.'
value of thi s easement eif easements shall be detem-dned by U1lÍ'.m ageement of the paries an
paid to EO within 30 days i.4ìer tx~rcise of The OptiDn or as otherN1se agreed to by the paes.
In the event tht the pa:'"es Cfuïlct rea~h ~., agreement as to t....e vali..'e of th eaement 01
easments; the value shaH .i, determined by an ~tAI apraiser ~iected by EO. The access ro
AGREEMEf\lr 3ETWEEN EA,CU: GRAVEL AND
E,\GL'E WATER ~ Page "2
, 10/~4/2001 1.5: OS.' .' \ ....10/0;J/:20Úl ÚO:H 2E1E;'3JI3E12Ei 7
'P"j'i.Ã 208:~4j2i. 1'0
EAGLE 1,..,iATEP eei
ilARÇ¡: S MERIH CIi
PAGE 05
14 tl4
æsent shaH b-~feet in width. Tht' water Utl.e ea.5enient shall be feet in width. Th~
water line may be Jocated witl''! the read eaement. In the event tht a public road is
çonst:ted wliich pro'vides access to the Well Site of a rig.lit of way ,i"itbin whkh th.e water IJ
may be located; the ~ements provided herein shall terminate. It is understood thaI. th fu
location of these e&'ïments wil be determined by EG!s dev!ilopment plan fhr the EO Pro~rt.
6- l¿Gl9lJ. t?i:Wel! Site fJi'dEasements: The loction of tiie Well Site Parel an
assoiatedeasm.nt or cà1ëmêntS, as agi:d by the pal'ties, 5ha!1 be surveyed an a plat prepared
shoW..g tlie ea.~mentg ~id WeB Site ?arcf;l, Said g1J4,'eying and preparation of the plat shall be
pad by EW. ViMn ~igned by b~)th paries~ the plat shal constite tt.e t)ìL-iies' agement as to
the location of the 'ìVell Site P;l~el fu'1d. eae..ment or eæ:~err, $ubje.~t to r~location as providec
in Paragrph 9.
j. Striwtpres and. L,3.caping: The arcli.;1e¡;ri.-a design and apearanc:i: of all
Strcti.JNS iQçated on the Wen Sib:: Parcel shal be dlProved by EO prior to consi:on. The
pares agree that sajd sinictur~ shaH be compæible ..áth EO's develQpment ofthc: prope, in
design and appearani;e. EW sh;;U læidsca~ The \VeH Site Parciil accmding to a landscape pla
approved by EG.
8. PVater Service: EW shall pmvid~ ad~'Ue wat¡;r~rv:¡t'e to th EGProper.
Such serice shall be avaiLable when the EO Property is developed. Such serice shl be
adequate for approxiately 45 ~cres of high densit" residential &'1d cow.m~rcal buHding.
9. D;içarion of rt:q,ter Ltruis: EW £h.all submit to EO a plan showi locaton of
th waterlines wl-J.ch i' prop-ses tor çOf'..eçtion of the well to its system and any other ma
lines. which may be requira;rl for servi~e ~o the EO Propert;,. EO shl grnt such tempora
AGREEMENT BETWEEN lU.Gl£ GRAVEL AND
F..GLE WATER -f'gi;:3
l, ,1 tj,"~4/ 2D01 .. 15: 0'3 2D::'33g02E 7
~ JO/03/iOOi uö; 43 FA! 20S3422170, '"
Eti(::LE V.iATEP CO
'1"'RCFS ;lERF:ICK
PA6E D5
~05
eaements as may be ri;u.îred in order to t.'1corpomte the well into EW's 'l'aer system iithe weU
beomes operational prior to 1Ìnalizatiun of EO' 3 development plan. In the event that location of
the water lines intetièri:s v,:ithdeveJi::pmtJnt otthe EO Ptopert, EW agrees to relocate such wate.
tines to accommodati. the dev;:k)pment. EO shall notify EW (jf the necessìty of relocati suc
water lines at.d shan provide aherna.!ve easement or easements for th~ir :r!ùcatkn upon receipt.,
of~nçl:, notifiçaji)n. E\V shß.Hreh:i~te its W~H~t Jines wilhin tilie n;ew t~en"æiit or easemen at
its expense.
.ì O. fJscellan1!.J~: In the event that suit is bwught to enforce the ter of ths
Agreement. the prevailng pa."iy shalJ b-e entitled tö recü'p~t its reasom.\bltl atorney fees. Tr.J
Agreement shall bind .nid benefit the pardes., theli ~rns'fere~s, succe2scrs and assigns.
Dated this _.__ day of ,200l.
EAGLE WATER COM..ANY
By ____---~ "
RobentkShu. Jr., .President
EAGL.E GRAVEL., INC.
By
George Hobson, Presidem
AGRtEMENT BETWEEN EAGLE ORA VEL AND
E.o\CU: WATER .P:ige 4
RESPONSE NO. l(b)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
.- ,. ..
.', , . "I ~TEvtN& (l roN&
WELL DRILLING. INC.
'.109 HAWTORNE ORVE . &aiaE. IDAHO æ'10~29 - PHONE: Z08 -340726 · FAX 'lb -54..0769
~Tl\TEmN
ro:Eagle Water Co Inc
PO Box 455
Eagl e, Idaho 83616
DATE: 3/21/06
PE9CRIM10N CHARGE NO. OF AMOUNT
PER UNIT UNlT
WELL #7
Drill ing Penn it $225 1 $225 00
1 mob; Hze &demobilize $5000 1 5000 00
2 surface seal $5500 1 5500 00
3 drill pilot hole,sample &E log $45 4011 18045 00
4 ream hole to 2411 $50 401'20050 00
5 furnish &install 1611 casing $55.50 329'18259 50
6 furnish &install lOll screens $158 SO'9480 00
7 furnish &insta 11 lOll casing $32 741 2368 00
8 furnish &install #8-12 sand $675 4 2/3 y 3145 50
9 10"X 16"swedge packer $1600 1 1600 00
10 well development $175 71 h 12425 00
11 set &pull test pUmp $4000 i 4000 00
12 test pumping &development $150 28 h 4200 00
13 swedge coupler to extend head pipe $150 i 150 00---,.-----
104,448 00
Moye rio b.ack in,clean out hole,pull packer $115 23 hI"NO ch rge
pull &reset pump $2600 1 NO ch rge
l~%interest per month past 30 days
rOTAl.$104,448 00
RESPONSE NO. l(c)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
. "'. '~'.. ..
J.O. BOX9S!)CALDWELL, IDAHO 83935 (20) 469-351
00564574N 07118/2006 EAGLWA
PØti .'. ....Jg~"".'
INVOICE
,tI.'
lPaaatlla.fJ.afl
so
L
o
EAGLE WATER CO. INC.
P.O. BOX4SS
EAGLE, lP 83616
EAGLE WATER CO. me.
S
H
I
p
T
o
To JOB NUMBER:OOS6457
~TI SHIPPD PURCHA$ ORtER NO.SH1PVIA F.e...TERMS
TERFlrtQRY
6B
¡I;. iJ . .
NETEÐAYSROBERTD.
. ,,',. tb b'';' .' .¡ ; .,ph ""'lh'ci u\TÁXCOOE
IJ.
,...'~. ..........'._......'.-!..:.,....'........
Hp MotorMfg Pump Mfg Rpm
Pb8$Model Model Gpm
R-i:Serial Seral Numbe TDH
Typ Volts Type
F!'ll Amps HI)
GeaMfg Input Rp Hp
Model OutputRpm Type
Smal Number Ratio
1-200HP, i 800 RPM, Inver duty, WPi, Vercal hollow shaft motor.
1..200UP PaníoTS, Varable sped motor control.
I-Amercan Mar 10iC~14 Bowl a.~sebly.
I-Ameran Mar 8" Dischae head.
210' 8" X 2112" Xi 1/2" Co1u, Tube and shaft.
Labor to se the pup an motor in the well.
La
Matål
1,749.40
43,942..60
Stm'OAt
~~=.,..
,; ::'."
45,692.00
.' .2,197.13
, '47,889.13
, "':
.'."
:,". .....
i ':,.... ':. ....¡.:. ;.', ,
'".... .
.,',;:
. . .., ,: . :..:~ . :~:. :,.', .: :
. . ; ~ ":~:, ~ .... ." , : i. . . ..: :;: :" ~ £.' :" ....' ~ ; ':. 'I; .: : : :..?: ,.' ; .
, ',': . i: :~: '\"i i ,- . ' ,
::.::. "
/.::';:';/i,:i.;,',., ".,
... - .._.- ...... ix....... ..... ~.1"1I '" '.i.SAtn i:V TIoC 2",n (\1= iiA.TMnNi \0 i:UIO A'dlTMSAM
RESPONSE NO. l(d)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
r. l.;. .. "".."~
A.M..E. ELECTRIC, INC.
3621 ARTHUR STRET
CALDWELL. tD 83605
208-459-8959 Fax [phone]
INOICE
DATE lNVOlCE #
7/2812006 6Q585
To: Eale Wa.ter Company
PO Box 455
Eagle, ID 83616
ELECTi:IClAN P.O.NO.START DATE lOCATION ORDERED BY TERMS
JVF 6/112006 2401 E.STATe ROBERT Net 30
ITeM DESCRIPTION
PROVIDE AND INSTALL CUSTOMER SUPPLIED
200HP VFD. 400AMP SWITCH GEAR AND
TRANSFORMER FOR LlGHTING AND MISC. 120VAC
TEMP WIRE GENERATOR TO POWER UP PUMP
HOUSE UNTIL iopec COULD POWER, PROGRAM
AND START UP VFD
Qt UNIT PRICE AMOUNT
LABOR 102.5
MATERIAL SEE ATTACHED
60.00 6,150.00
13,924.96 13,924.96
PERMIT STATE OF IDAHO PERMIT C627608 1 220.00 220.00
TOT ~L ru u~ I $29,294,",
/.,
Måke all checs payable to: A.M,E. ELECTRIC, INC.
Atlpatdue accounts supje to sece tharQé of 1.112% .per mOhth or maximum perrtitted by law.
PLEASE PAY FROM THiS INVOICE. NO STATEMENT WILL BE SENT. lfyou have any questions
concerning this invoice, plèase can thEoffce (§ 208-459-El959
. 'J'' .~~ ,..., I
THANK YOU FOR YOUR BUSINESSl
, ,
RESPONSE NO. 1(f)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
¡ " 4/":/ Iv 9
LaE~N_
ROBERT DeHAO
ROERT DeAZO
ROBERT DeO
ROBERT DeHAO
RoaERT DeHAO
ROBERT DeHAO
ROBERT DeHAZO
ROBEiU DeHAO
ROBERT DèHAO
ROBERT DeHAO
Roaei: DêHAZO
BOSBODNA
ROBERT DøHAZO
TOM ROGERS
WILLIA ROT
BOBBOONAROBERT DeO
ROBERT DeAZO
TOM ROGRS
ROBERT DeHAO
TOM GILBERT
ROSERT DeHAOROBRT DeO
ROBT DeHAO
WILLIAM ROOT
ROBERT DeHAO
ROBERT DeHAZO
ROBT DeSHAZO
R.OBERT DeSHO
TOM ROGERS
WILLIAM ROOT
BOBBOD
BRIAN BUCHMANN
ROBERT DeHAZO
tOM ROGERS
WILLIA ROOT
BOB BODNABRIA BUCHM
~BER" DeHAZO
DOAviD HUMPHERYS
TOM RORS
WILUAMROOT
BOB BODNAR
BRIA BUCHMAN
.ROBERT DeHAZO
OQVlO HUMPHERYS
WILLIA ROOT
BOBOON
ROBERT DeHAZO
DAVID HUMPGRY
WILLI ROOT
SOB BODNAR
BRN BUHMAN
ROBERT DeSHAZO
DAVID HUMPHERYS
TOM ROGERS
WILUAROOT
BOB BODNA
ROBERT DeHAO
DAVID HUMPHERYS
TOM ROGERS
W1LUAROOTaoeBONA
ROBERT DeHAO
w.E!!9~1011Of19110111ll11/16111121/4a
1111121118l1122If2
21/110211122/1122I2.2I5f2'1512r2I311J23J3115l3115t~3I4I5/11251112
513112
6( f'61/2
61 r.6I126(126/16.J6/616161S/16J6181S/1l38111261126112811126If26~6I6I6I7~57151157107~57157112J712J711~7/12f7/2/7/19l1/191
WELL #7 ON-5ITE
HRS. 'W
2
1
5
8
5
5
3
2
1
3
16
5.5
11
5.5
1
2
1
14
28
14
7
e
9
5
1
7
2
3
25
26
24
23
10
22
11
31
29
40
32
24
17
32
1
7
17
S
1
9
16
40
9
23
13
18
24
8
20
20
24
40
18
21
6
17
Ho"$ 25.00 S$ 25.00 $$ 25.00 $$ 25.00 S$ 25.00 S$ 25.00 $
$ 25.00 $S 25.00 $$ 25.00 $$ 25.00 $$ 25.00 $$ 25.00 $$ 25.00 $$ 20.00 $
$ 20.00 $$ 28.00 $$ 25" $$ 25.00 $$ 20.00 $$ Z5.D8 $$ 20.00 $$ 25.00 $$ 25.00 $
$ 25.00 $$ 20.00 $$ 2500 $$ 25.00 $S 21.0 $$ 2500 $$ 20.00 $$ 20.00 $$ 20.0 $$ 20.8 $$ 25.00 $$ 20.00 $
$ 20.00 S$ 20.00 $$ 2O $$ 25.. $$ 20.00 $$ 20.00 $$ 20.0 $$ 20.00 $$ 20.00 $$ 25.00 $$ 20.00 $$ 20.00 $$ 20.00 $$ 26.00 $$ 20M $
$ 20.00 $$ 20.00 $$ 20.00 $$ 2S.1O $$ 20.00 $$ 20.00 $
$ 20.00 $
$ 20.00 $$ 26.00 $$ 2000 $
.$ 20.00 $S 20.00 $$ 20.00 $$ 21JJ $
TcåLa
50.00
25.00
75.00
20.00
125.00
125.00
15.00
$0.00
25.00
75.00
45.00
137.50
27.00
110.00
20.00
40.00
17$.00
35.00
56.0035.00
140.00
20.00
22.00
125.00
20.00
175.00
50.00
76.00
62.00
520.00
48.00
46.00
20.00
55.00
22.00
62.00
58.00
eo.oo
80.00
48.00
34.00
64.00
20.00
140.00
42.00
160.00
20.00
180.00-4.00
BO.OO
100.00
46.00
26.00
45.00
48.00
160.00
40.00
40.00
eo.oo
80.00
36.00
420.00
120.00
425.00
"
DAVID HUMPHERY
tOM ROGRS
WILLIA ROOT
ROBRT DeoBo BÐ..1h
sOáBONAR
Tom RO
BOBBONA
TOMRO$.SRS
WILLIAM ROTBI'1&oJa th8080NA
TOM ROGERSf3l' T1iJam~Bo BoJa 1f
ROBERT DeO
Da HumphBo BoDaH~
TQMROGRS
Bo BodDa.~TorR..
WtLLIA RootBrytalTi Kì0l HurVV ROT
Br Tat8ø Bo
ROERT DeHAO0a~Ti~
TOM ROGRS
Br Tat
&1ipm~T.Gn
BsHoeGrDutn.k
..riisVød
NATION WAUl WKLo,. RMi Mi
A.IV.E. ELC1lC.INC.
PRlESTELECTRIClDAPOR
lOAOPOWER
STE & SONS
POWER SYSTEMS
7/1911118.1/19t711913Q~4l.i~4I1J24/1124111/2
4111J24I1J24118.41814118l4118J4I3I4W61114/7/41714
7t17121'I17ri
1/1.7127l17l'7117ri8I8I8I8l8I$28115/8115/9l5J8Isr81151
WeEnng4I814~~iJ151
Inv.l8tm Da5I6J7127/311221ri514latJ27/1712
WELL #7 ON-8ITE
16
8
7
3
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7
8
9
8
2
8
6
2
10
14
3.5
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14
7
13
20
3
4
3
8
8
8
8
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12
24
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$
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2
1
2
28
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20.10 $
21.0 $
20.00 $
aoo $
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a.1O $
20.0 $
20.0 $
20.00 $
20.0 $
20.00 $
20.0 $
20.0 $
20." $
ZO.08 $.M $
20.00 $
ZO.. $2D $UM $
..00 $
20.. $
ZS.. $
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20.00 $
20.... S
2001 $
20.0 $
28.00 $
20.8 $
2000 $
2U $
20.08 $
20.0 $
20.00 S
20.00 $
ao.oo $
aøeo $
2O,DD $
32.00
180.00
140.00
75.00
190.00
140.00
160.00
180.00
180.00
40.00
180.00
120.00
40.00
20.00
28.00
10.00
160.00
28.00
140.00
3i.OO
40.00
60.00
100.00
80.00
1eC.00
180.00
1lÐ.00
180.00
180.00
24.00
48.00
48,00
24.00
54.00
160.00
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f1ll$ 65.00 $$ 65.00 $$ 6500 $$ 45.00 $
Am
25.88 ON SIT
909920.98
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2520.75
& :11
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130.00
65.00
130.00
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$,....
T....$ 25.03..$ 90.99$ 20.29.96$ 47,88.13$ 82.00$ 8,84,00
$ 104,44.00$ 2,52.75
. l . ·
EVANS
A& LOCL & iæ
WESTERN SPEC. INC
PRlNlWkS CO.
EAGLE GRVEL INC.CIT OF E"
CIT OF EAGLE:we __
Lo Co
PACIFIC STEEL
IDA. WATER RESOURCE
DòHãSh WlJlT..V..StBu He & A1W4 ~ Inc.
La of IÐAHOPri EI
STEVNS & SONS
Do Ho
Job Cog fI
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WELL #1 ON-5lTE
143.4 $ 1.43.4018.58 $ 18.58191.1 $ 191.1015.12 S 15.12100 $ 1.00.004S $ 45.0030 $ 30.0064 $ 84.0049 $ 49,92.00715.11 $ 71S.4350 $ 50.0027 $ 27.00115.42 $ 115.42137.2 $ 1,379.2955 $ 5,53.00G $ 48.0026.2 $ 2,68.201..42 $ 1.38.4246 $ 4,60.001æ $ 1~.OO
.;'l~~~~i~r..:.;;;r~; ..;: :.:.: ~::: ':..:..:.h;. .¡;::::.\'~~:
$ 27.,7.50
$ 1,58.00
$ m 1$.61
$ 3Ø,"11$ 46.8
$.t180M
,.- l\~._'M"i _.. l ..' \,', ""
\ i ...~" _... ~ "-.:M....:1l ..-..
I' " .' r
.~ 1,/i'.1 .' ;..'\
LaborROER De
aOBBONA
BRIA BUCHN
ROBERTOeAZO
TOM RORS
WILUAROOT
BOBBONABRIA BUCl-N
ROBERT DeHA
R08ERTDeHAO
TOM ROGERSWlUJROT
BOB SODl
BRIA BUHMANRO$ER' DeO
ROBERT DeO
TOM GIl.T
TOM ROERS
BOBSODNA
aRlA BUCHMANTOMROGBOBBO
BRIA BUOHMN
R.OBERT DeHAOROBT Deo
RORT DeHAOROSERT Deo
ROBeRT DeHAORO DeROBE DeOROBT DeO
ROERT DeSHAORc ÐoROBERT DéO
ROSRT DeAZO
ROBERT DeHAOWlROORob Bo
ROBeRT DeHAOTorRcg
WlLL.lA ROOT
ROBERT DeHAOROBE DeO
ROBERT DeHAOWI.ROOT
ROBERT I)HAOROBeR De0
ROBERT De0
Equipment
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11117f2111'2I2l7J2I5l2f6t211!.2fr.21122JJ23If'.3l3I5l3l5t3l3~4l
WELL #7 OFF..ITES
4
25
17
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14
3
22
24
12
12
9
7
34
24
12
11
2
10
44
46
27
31
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20.80 $
20.0 $
21.0 $
2000 $
2080 $20 $
20.0 $
21.0 $
21.1 $
l8.00 $
2000 $
20.1 $
20.. $21M $
21.o $
2O.M $
20.00 $
20.1 S20M $
20.10 $
20.00 $
20.. $aM $
21.1 $
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21.0 $
10.0 $
2100 $
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20.0 S
2000 $ZU $
28.0 $
20.0 $
25.00 $
25.00 $
25.00 $2D $
25.00 $
25 $
25.00 $
$
$
$
$
$
$
$
$
$
$
100.00
50.00
34.00
67.00
2S.CI
60.00
4400
48.00
30.00
30.00
180.00
140.00
68.00
48.00
30.00
27.00
40.00
2QJlD
88.00
90.00
Sl.oo
62.00
$2(UJO
SO.OO
25.00
30,00
25.00
125.00
20.00
12500
125.0
75.00
-4.00
175.00
36oo
35.00
BO.Ð
110.00
27.00
110.00
20.00
20.00
22.00
125.00
20.00
175.00
50.00
75.00
It ¡---_.....
l _.."
, , ' , ¥ßP/o.r,. ~ . .
Iic. ."/..
E~!Y
DUlIPTRUC
DUMP TRUCK
OUMPTRK
TRAK HOE
BACKHO
HOE PACK
LOAER
LOAER
îRèKHO
TR HOE
HO PACK
LOAR
DUMP TRUCK
LOADR
DU TRCK
L.OADR
LOAR
DUMP TRUCK
DU TRCK
Ga Tn.
DUMP TRUCK
Tra Hoe
DUMP TRUC
Cat
Ma
Wiot
NATIONA WATERWK
NATINA WA'T WK
PRIM EAHIn Ho Thtubl
Ea W" in st
Job C~ Brdo
Tot Job Co
....Nt4M2t4Q5l5~5l5l510i510/5l0JSI7t25/712SI712
5117125f5t4t5ISl1f.811'
816.00
2I512115t12191719l
1mJ8..51215I
La
EqulpmeMaals
SubTotl
pro & ovea
WELL #7 OFF-SlTES
"'...Op
S
1
1
14
3
3
1
12
18
3
1
22
8
2
2
15
5
12
1
100
2B
25
9
4
Eq..T..
An
11818.844
40.78eo
$ 2,48.70
......L.....
"1'niø.$ 6500
$ 65.00$ 6500
$ 125.00
$ 65.00
$ 65.00
$ 85.00$ 85.00
$ 125.00
$ 125.00
$ 66.00
$ 85.00$ 66.00
$ 85.00
$ 85.00$ 86.00$ 85.00$ 65.00$ 6500
$ 50.00
$ 65.00$ 125.00
$ 66.00$ 50.00
S 12,78.00
$ 22,35.00
$ $4.ØS.2
$ 99,151.28
$ 14,72.8
l"~$ 3200$ 65.00$ 85.00
$ 1,750.00$ 195.00$ 195.00$ 85.00
$ 1.02.00$ 2,2500$ 37.00$ 85.00
$ 1,87.00$ 52.00
$ 170.00$ 13O.QO$ 1,m.00$ 42.00$ 18.00$ 85.00
$ 5,00.00
$ 1._loa
$ 3,125.00$ 58.00$ 20.00
$
$
$
$
$
$
$
$$ Z2..
T....
$11.816.80
$ 44.86.00
40.78
80$ 2,4e;70
":....
,. 'Jl!.... ,it. ;~'. ;. '\D~::.~ '. '. !:......;....;..;...1¡ .,....,. ...~.. .' ,. ;. . :..:. ...
$ 114,023.'7
?..c.~
RESPONSE NO. l(g)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
MTC, INC.
CONSULTIG ENGINERS, SURVEYORS, AN PLANRS
707 N. 27TH ST.
Boise, ID 83702-3113
[phone] Fax [phone]
FOR PROFESSNAL ENGIG SEviCES FEDER ID No. 82-0398542
ACCOUNTOF:
EAGLE WATERCOMP.
P.O. BOX 455
EAGLE, ID 83616
JOB NUMBER:
# 99--621
September, 2008
JOB # 99--621
WELL #7
EAGLE,ID
2008 WORK:
May & June
Drafsma
20.75 Hr. ~ $27.50 $570.63
TOTAL DUE September, 2098 $ 570.63
MTC, INC.
CONSULTING ENGINER.S, SURVEYORS, AN PLANR.S
707 N. 27TH ST.
Boise, ID 83702-3113
[phone] Fax [phone]
FOR PROFEONAL ENGINERG SERVICES FEDER ID No 82-0398542
ACCOUNT OF :
EAGLE WATERCOMP.
P.O. BOX 455
EAGLE, ID 83616
JOB # 99--621
WELL #7
EAGLE,ID
JOB NUER:
# 99--621
September 200
280
2 ManCtew
3.25 Hrs. (g $110.00JH. $ 3.75.50
Land Sureyor/ w Computer
23.25 Hr. (g $ 70.oolH. $ 1,627.50
Engineer (Jim Rees)
12.5 Hrs. ~ $85.oolH. $ 1,062.502005 TOTAL $ 3,065.50
200
March an Apri
2 Ma Crew
1 Hrs. (g $11O.001H.
Land Sureyor/ w Computer
.5 Hr. (g $ 70.001H.
Engineer (Jim Rees)
1 Hrs. ~ $85.001H.
Drafsma, etc.
30.5 Hr. (g $27.501H.
Computer vv/Operaor
22.5 Hrs. (g $45.001H.
$110.00
$35.00
$85.00
$838.75
$ 1,012.50
$ 2,081.25
May 2006
Drsma, etc.
86.75 Hrs. (g $27.501H.
Prits
$ 2,385.63
$ 16.90
June
$ 2.402.53
Drsma, etc.
54 Hr. (g $27.501H.$ 1,485.00
$1,485.00
EAGLE WATER
99..621
Well # 7
-2-
July
Draftsma, etc.
20.25 Hrs. ~ $27.501H.$ 556.88
August 2006
Engineer ( Jim Rees)
4 Hr. ~ $85.001H.$ 340.00
TOTAL FOR 2005 AND 2006
PAI.....200... ....$9931.16
$ 556.88
$ 340.00
$ 9,931.16
'", .'. .. ~
MTC INC.
CONSULTING ENGINEERS, SURVEYORS & PLARS
707 North 271:" Street
Boise LD 83702-3113
[phone]
Fax [phone]
ACCOUN OF:
EAGLE WATER COM.
P.O. BOX 455
EAGLE 1 iD 83616
JOB NUER: 99-621
INVOICE DATE: OCT 21,2002
DUE UPON RECEIPT
FOR PROFESSIONA ENGINEE:RJ:G SERvrCES FEERA LD No. 82-0398542
INVICE
JOB # 99-621
WELL # 7
WORK FROM 6-9-99 TO 12-31-2001
2 Man Crew
26.5 Hrs. e $95.00/Hour
Engineer (Jim Rees)
5 Hrs. e $85. OO/Hour
Engineer (Bill Rees)
53 Hrs. e $60.00/Hour
Land Surveyor /w Computer
. 15 Hrs. e $55.00/Hour
Computer w/Operator
2 Hrs. e $45. OO/Hour
Draftsman
1 Hr. e $27.50/Hour
TO DATE
2002 WORK:
Draftsman
4.5 Hrs. e $27.50/Hour
Engineer (Jim Rees)
5 Hrs. e $85. OO/Hour
Engineer (Bill Rees)
4 Hr. e $60.00/Hourlfebrury total
TOT TO DATE 3-05-2002
PArD MACH 7 - 2002
DUE
$2,517.50
$425.00
$3,180.00
$825.00
$90.00
$27.50
1-8~2002 $ 7,065.00'
$123.75
$425.00
$240.00$ 788.75 .
$7,853.75-
$1,000.00';6,853.75-
APRIL WORK:
Engineer (Bill Rees)1 Hr. e $60.00/Hour $
TOTAL DUE 5~2-02
60.00
MA WORK:
Engineer (Bill Rees)2 Hrs. e $60.00/Hour $ 120.00
TOTAL DUE 7-9-02
PAID AUGUST 29,02
TOTAL DUE OCT 2002
$ 6,913.75'
$ 7,033.75
$ 3,000.00-
$ 4,033.75-4
TEruS: Due on Receipt~A Finance Charge of l~ per month or 18% per annum all be added to all past due balances
RESPONSE NO. t(h)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
, '~ .
;'\;: ~... ...:r
.-,' "."J
'A "'
LaboEm~Name
ROBERT DeSHAZO
BOSeOONA
ROBERT DesO
TOM ROGERS
WILUAROOT
ROBERT DeSHAO
ROBERT DeHAO
ROBERT DeHAO
ROBERT BONA
WIllIAN ROOT
BRYAN rATR
TOM~ooRS
ROBERT BODNA
WILUAMROOT
BRYAN TATRO
TOM ROGRS
ROERT DeHAO
ROBERT DeSHAO
Tom RogersWlRoo
BRYAN1ATRO
WILLIA ROOT
BRAN TATROJam Uima
ROBET DeSHAO
TOM ROGRS
WILLIAM ROOT
BRYAN TATRO
ROBERT DeO
Davd Humph
WILLIA ROOT
Ja thas
BOB BODNA
Rober DeShoDad Hump
TOM ROGERS
WILLIAM ROOT
BRYAN TATROBobb Bo
ROBERT DeSHAZODad Hump
TOM ROGERS
WILLIAM ROOT
BRYAN TATRO
Bobby Bona
ROBERT DeHAZODa Hum
TOM ROGERS
WILLIA ROOT
BRYAN TATRO
ROBRT DeSHAZO
TOM ROGERS
BRYAN TATRO
ROBERT DeHAO
BRYAN TATRO
ROBRT DeSHO
ROBRT DeSHAO
ROBERT DéHAZO
ROBERT DeSHAO
weEn8~28l06
819068J8~
6116100
813J088I00
1/101007
1/1712007
1/10/007
1110i7
1/171201
1/17127
1117l2007
1/17l200
11171273l08
318100
3181003f
4/4120641418
41418
41111284/1112
411112
4/111208
411910041191
41191208
4f'9J084~
41510084/510041004/51004I
51112008
!)11285/112
5/11208
511128511/2
51008
51120051008
519065~5~5/161
5116100511612513OS
6112108618
6127fiOO8
7/41208
7/17128
WELL #7 GEN SET
ll.. Vl H!!.Ra8$ 25.0 $3 $ ZO.OO $11 $ 26.00 $
2 $ 20.00 $
:3 $ 20.00 $8 $ 20.0 $6 $ 25.00 $4 $ 25.0 $
7 $ 20.00 $6 $ 20.00 $10 $ 20.8 $8 $ 20.00 $7 $ 20.00 $8 $ 20.00 $21 $ 20.00 $6 $ 20.00 $6 $ 26.00 $
9.5 $ 25.00 $4 $ 20.00 $
8 $ 20.00 $
B.5 S 20.00 $12 $ 20.00 $
8 $ 20.00 $5 $ 20.00 $11 $ 25.00 $
2 $ 20.00 $8 $ 20.00 $3 S 2000 $9 $ ~oo $
15 $ 20.00 $18 S 20.00 $
23 $ 20.00 $14 $ 20.00 $
14 $ 25.00 $
21 $ 20.00 $10 $ 20.00 $
14 S 20.00 $
11 $ 20.00 $
40 .$ 20.00 $
11 S 25.00 $40 $ 20.00 $
32 $ 20.00 $40 $ 20.00 $
36 $ 20.00 $13 $ 20.00 $
15 $ 25.00 $
40 $ 20.00 $28 $ 20.00 $
38 l 20.00 $24 $ 20.00 $2 $ 25,00 $5 S 20.00 $5 $ 20.00 $1 $ 25,00 $
4.5 $ 20.00 $6 $ 2!UJO $2 $ 20.00 $4 $ 25.00 $3 $ 25.00 $
Tol..La
200.00
60.00
275.00
40.00
60.00
160.00
150.00
100.00
140.00
120.00
200.00
160.00
140.00
160.00
420.00
120.00
150,00
237.50
so. 00
160.00
170.00
240.00
160.00
100.00
275.00
40.00
160.00
60.00
225.00
300.00
360.00
46.00
280.00
350.00
420.00
20.00
280.00
220.00
80.00
275.00
BO.oo
640.00
800.00
720.00
26.00
315.00
SOO.OO
56.00
78.00
480.00
50.00
100.00
100.00
25.00
90.00
150.00
40.00
100.00
75.00
, ..a
. .~ .
TOM ROGERSBoBo
~OS£RT DeSHAO
BoV80dM
ROBE OesHAO
D2 Humph
Tim Kelb
TO RORS
WtlAM ROT
SrTatoBøby Bo
R.OBERT 0e
D~d Humphry
T"im KêI
TOM ROGRSWi Root
BRYAN TATROBo Sø
ROSERT DeSHAOPa HuTim KeI
TOM ROGRS
W1LLlA ROOTBo Bo
ROBRT DeSHAODa HuTim Ke
WIl. ROOT
BRYAN TATRO
ROERT DeHAO
Tim Kel.TOMR(RS
EClpme
DUf!TrukBa
Dump lniGiGr
Dump TI'
MalsveJoe "St
Doug Holt
Tre VtA StStrCre
low,S Rea MiSl WlmAM ÉI
Lo$ CooetIM Bu
7J20088100
8181008J8J8~61088J8/0088l810881818~8~81818818l
8181009~589I9~9~5QI89~
011108
9/11/208
9/11J200
9/11flOO91111;
9/11J20089111210131101
we~41414J4l
51112861712
1n.lt. Da
20.00.00
9/15100810i4183J9/151210J
414.08
WELL #7 OEN SET
2
24
6
8
9
40
6
4
35
5.5
3
8
40
1
3
7
2
3
9
24
2
1
1
2
6
8
1
3
4
4
4
2
$
$
$
S
$
$
$
$
$
S
$
$
$
$
$.
$
$
$
S
$.
$
$
$
S
$
$
$
$
$
$
20.00 $
20.. $
21.00 $
20.00 $
2&.00 $
20.00 $
2000 $
2000 $
2000 $
20.00 $
20.00 $
25.00 $
20.00 $
20.00 $
20.00 $
"00 $
zooo $
20.00 $
21.00 $
2000 $
20.00 $
20.0 $
ZO.OO $
20,00 $
21.00 $
20.08 $
20.0 $
20.00 $
20.00 $
20.00 $
20.00 $
ZO.OO $
40.00
48.00
150.00
120.00
225,00
80.00
120.00
80.00
700.00
110.00
80.00
200.00
800,00
20.00
60.00
14(.00
40.00
50.00
225.00
48.00
40.00
20.00
20.00
40.00
150.00
160.00
20.00
00.00
80.00
80.00
80.00
40.00
'..--v.:.'. '. " '.', zll1
KI'. Q~ H!_1e T_I ~-2 $ 85.00 $ 13&.001 $ 65.00 $ 85.002 $ 85.00 S 130.004 $ 65.00 $ 26.002 $ 65.00 $ 130.00
Eq TO"I
Aft280
VO
150
270
60'7.38
115.42
21327.1
1610.41
$ 3.38.20
$715.00
'totl....
$ 28,00.00
$ 2'70.00
$ 750.00
$ 270.00
$ 607.38$ 115.42
$ 21,327.70
$ 1,610.41; l ! 3.3e.2
~ -. '=
1I ., I " ..
Jo Co" a-kdow
LabO
EquipmntMaia"
SUbTotl
PrOf & Ovhe
Tot Jo COl'g
WELL #7 GEN SET
_I...' .".1 ..l1.
$ 21,132.50 .:i:. ': : i...r'.' at..
$ 715.00 t': :': . ,1_;..,:.' '. '.is:
$ 58,a3.11 ;.,., :..: ".tn.":, .
$78.1BfS-61 ".:... ~.:'.. . ....,~$, .
$ 11,'1.99
$ 89,914.60
-a__2.
. ,
RESPONSE NO.3
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
COM PAN Y,INC.
April 29, 2008
Jim Rees
MTC, Inc.
Re: Water Draw-4own Tèst Wen House '1
Start Time 11: 15 am - Static - 7 ft.
Time:
13:23 pm
14:00 pm
14:45 pm
15:30 pm
Water level
91' 4"
118'
1431
151'
Respelly,
11---.~
Norman RevelS
Operations Manager
G.P.M.
1200 gal.
1500 gat
1800 gal.
1900 gal.
(2") 939.0242
FAX [phone]
P.O. BOX 4SS
EAGLE, IDAHO 83616
, ,
AERFORMANCE RECORD
! WELL NO,-:J '7.' ~-
for 9.00 '7
-lYe'ar-)~
..__..-..._.__.._...-~--f------_
Total!
Product;i on
Gallohs
,Janu¿¡ry 1--C?;'-
Dep t h Delì t !i r rOHI fLtiLL t¥-.Enérgy 1to~Ja te r'to l.at e i~. Consuined ' DPuiip0FfPumpOn
KI'IH._-.._----_.._---.--..._-_._-_....------~....-----.._-_._---_...._.
~.-.._.--_.-
.---~.__..--
.-i
-----
'Q
-..-
'--~----...-.--..;.-----..------~--.
.._---_..._-_._--.--~--
'f)--------_._.._--------
..-....'----..~---
....-..--'---.....
if ------------,-----_.
()
._-...
.~"'--------..
.---~----
-.--..-lßJ.Il~§š.~ IPOvllT I
EfIùrid ¡.KH i
--~ ... -~.--- .1-~.-~---~- i
¡
------...--'1i-----.1
Capac ity
iJ t No líli:i.l
Pressure
.- ............----.--...-.-.. ..____9Jl!~..__...
¡.¡mITII
_.__.-...--.....----...... _.-----._._--_.
I i:tJ' 0
....~.....-..-..~.,,--_...--'".... '---'-1-~~ ---_~i :rebru¿H'y f ¥)tJ 'l)()
.._-_..._---_._---- ._-...-!---~~- -'-""1,1(1 rcli . . I . ?oJ; "6~,,.a~~ii ~~=~~ fUq~
Hay i 3:4 7S',t,pw
--~_.-."--~~-" ~.--...-.-¡.-~~. .-~~."L-í--I . ¡June J,:¿ib, 3,';6 ;ßllQ
-.-------.--..--... ._-- ' .*-~-~-T"-..-
~--.---_.
~_._*_.-:"--
-:._-- -'- ---..._-
t1uly'
.-----~-
~~ æ~yo:ßlJ"._~-~T--i ¡Augus t 1 ~f.l ;)02 boo
.-.--.--~----.. .--...-.-----~ ..i.l."__.~
Septeiiiber J______ _.J~JI,dø()
,...._.:__'" . . .... _~ _____r ''; !¡,October ¡ -_.~7~t:!~_:PO
.--~.~""-..- -'-----T-- . '. .£ . 1Noveiiibei' ,. I 3 ~Ç)
.~-----~--.. .~..+-~---- .---..~;.!--D(~ceriber ,l 3?"7¡~lX
.,/
"" ::" 1J 1t9 l)f!i:", ", _ ILJeptll to
--~----_--
'---,;.._~-......~. -
_......""_.--.
~,1. ¡/ .~III Jf.....'\il~~iiy tli 0 r Ai)"- Lj iie_____._______Ofil".
PUI1P Bo\'il s
I-------.1
I
í
Hel1iJ ¡Oks :
--_..__._.__.__.__._------_._-_..._-i--~------_._-""----_..._---------_._--_..
~----_._--.;.-----""..__._--._---.~-.--...
---.-~~;.----_....--~--~,.-__.'"_--____i.-_----~.._._---_...~----_._.__._-------_.__.~-----_._-----,--~._------_._---_._------------
------..-..--....___...____~_
. -.-.----.--.~~----_:.7--.
, ,. ,
AMERICAN MARSH PUMPS
PRIËSi ELECTRIC
Selection list: -
Search Criteri:
Flow: 12&0 US gpm
HeaCl:460ft
TOlerance: _. % Of hed
Fluid: Water
. TémperalOl: 60 of.
SG: i
Viscsit 1.105 cP
Vapor pressure: 0.2563 psi a
Atm pféSUI': 14,7 psi a
NPSHa: --- ft
Advanced Critaria:
Pl'ferred OpettingArea; ._
Secondary Operatg Point-
Maxlemperatul': - OF
Max suctio préSure: .- psi 9
Max spher siz: - in
Max power: - bi'p .
Max suOn spcific Spe: - (Nss)
Min trim: - % or max diare.
Min hed ri; - % to shlJ
Curve Corrections: none
-... Data Point ..-
Flo: 1250 US gpr
Head:46ift
Eff 79%
Powr: 185 bh
NPSHr: 15.7 fi
-- Design Curv ~
Shutoff Hea: 791 ft
Shutof dP: 342 psi
Min Flow: 86t US gpm
BEP: 82% elf
~ 1447 US gpm
NOl Pwr: 191 bhp
~a68 USgpm
-- MBX Curve -
Max Pwr: 200 bhp
~ &83 lJ$gpmL
Wate WOfS ven 7,1
1:13 3Ðt:d
fl
USgpm
i
~.. "f::... ;-1rv~~
PUMP DATA SHEET
American-Mars Pumps 03121/00
Catalog: WTRWRKS60-2005a ve2.5a
Pump: 10ZC.... (14 sta)
Type: 480_VRT-TURBINE
Sync/Spe: 1800 rpmSpee: 1760 rpm
Dia: 8.1875 in
Curv no.: 3862
Specifc Speeds
Ns: 5119 Nss: 7695
Dimensions:
Suction: 6 in Discarge: 6 in
Vertical Turbine:
BQwl siz: 9.5 in
Max latel: 0.5 in
Thrust K iaotr: 13.6 lblf
ft ';
i
Pump Limit:
TeJ"re: 250 "F
PrèSre: 455ps 9
Spher siz: 1.438 in
Powr: 450 bl
Motor: 200 hp
SPee: 1800
Frame: 445T
Standard: NEMA
Enclour: COP
Sizng crteri: Max Power on Peig Curv
i
I! ¡ i .
j--...--t,,-o..--;___.-¡___..__. -- .......__. ~, ,I 1
._-t-_...._....~...._.._~.. -_. ..-...1__ .... .....! ¡ .l : ~ .
'. -_.. _...; --_.---. ! ._-- --- '1--' . .....- ". - '-- .
!
¡r.12S"
200 ~_ .M_~. _-r.._~.... ___r,..1 :
40 . +-._--. _~.-.-... _~_. _... ....-l.___.__-+__.__~...._ ...¡____... ,_._.I i I I . I .
~-E~ X--~-f--~l=:=c::.:L~:=j:~ ~ b
__.~.::i:_ ~:::.r¡---:.;;=:----J==- ~.¡ -~:;_.::'¡---:~~~...- ",ii, ~
. _... _.._~_..__. .-....; .. .
,250 500 '70 1000 1250 1500 1750 200(
Ð N
p
S
H
f
", ELEctRIC41~__...
O....lD ....CI..,,.__11.
lb.Fr 1 NO'" 18 -08
JNI OJ ~3lt:M 31Ð~3 L 9iØóE6 S~ :91: 9ØØl/Eì/C:B
Boise, Idaho - (208) 322-061 i .'\- .:::t .... ,
. "\(,~
Form ~~8.7
6/02
Offce USè Oniy
WelllD No.
Inspected byTwp _ Rge_Sec_
1/4 1/4_1/4
Lat: Long:
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1. WELLTAGNO.D 12610
DRILLING PERMIT NO. 63-99-w-l019-000
Water Right or Injection Well No. 63-12559 12. WELL TESTS:
..Pump o Bailer OAir o Flowing Artesian
Yield gal.min.Drown Pumpng Léel TIme
. ~ .~. ,.,.
:-~~~.LJ"t.J ~~~-- ~.L")'t~.LUU.J .LVV
2. OWNER:Name EagJeWater Co Inc
A~ff~ PO Box 455City Eagle State~Zip83616
3. LOCATION OF WELL by legal descriptio.ii:
You must provide address or Lot, Blk" Sub. or Directions to well.
Twp. 4 North GA or South 0Rge 1 East ~X or West 0
Water Temp.
Water Quality test or comments:
Bottom hole lemp. __
Depth first Water Encounter __
13. LITHOLOGIC LOG: (Descnbe repairs or abandonment) Water
Sec.15 ,Illti~E1/4 ~1I4 i~æ 1/4 Bore From To Remarks:Lithology, Water Otatit& Temperature Y NGov't Lot ':C0!.!1ty 3Cjidiì Dia.J
Lat:::Long:::,. .,.,.n ,X -'-~,.::.;UIIU ex ~uv 0;Address of Well Site HwN 55/Stãte 5t lSOOl +-SQuth n ,v
(i.ell #Jj W€£~Qf Hl,Y 5lty Eagle ,.~, ::~"'-Ill~" Leu "u~JU ~ ~, uvo;
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~~I, ~';"'u IU,:;~uvei,uvu iuei..1\aiiuna....~lQ..'oL.l'l
"Lt.-elk.Sub. Name "'..::::..U~" ..IUJ 1\" " ..,.\l
i ~~;:~ :~,;UII"'?'; ~ VVV. i ,'- ..J'.... I UJ
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USE:i ~ :;:.i~~.;~i"., .1 """I-V 111'-'- I UII 1\4.\j
o Domestic r:~unicipal o Monitor o Irrigation I ~~:;~v,v u-i i',.,... ..L "¡oJ OJJ ~ ::;:"''-IIU,~ lie I-OJ 111'-lUI 1\o Thermai o Injection o Other i " ,.~\l
I=u~;, .l:U .uw,/I '-I..J 1\"5.TYPE OF WORK chec all that appiy (Replacement etc.)i;,;' :~uu "~IIU 1\.
X~NewWell o Modify o Abandonment o Oter '-uu ~~~u iue IUJ I',...,.L ,.
~~.~~~~~~ UVVII ~Q!IU,U 1 U e I. rcrJ .. i. I e cl") 1\'"6.DRILL METHOD:,.
L.'L.,"L.~::~u IUt:1. UJ i'
o Air Rotary dOable o Mud Rotary o Other ' ..~,.
ie9'ei 3e .:U L~u '-uu LJI UWII ::~IIU A
SEAUNG PROCEDURES '-~::;i~J~~~'.UVVII ..'U,JVVILII,..UIIU ::i.rt:ci!\::1\!-".L,",","J.I~~~lilt: ul UVVII ::OIIU ASeal Material Frm To Weiht / Volume Seal Placement Method ,,UU i~~~u i. UW II \, I oy Arhì h n ?'i . 'innn#hnll1fprl
~~~IJUU I I lit:\,U 1!It:U i UIII ::Oriu A1()n 1 LL \/rl ".Ul'UWll I. IOJ AWas drive shoe used?DY ON Shoe Depth(s)'","uu i '";;V
Was drive shoe secl.lested?OY ON How?'"..::U I "tv'-.:OIlU -/I
'"'tU'-"TU,"u ,UVVII I.IOJ 1\
8.CASING/LINER:
Diaeter From To Gauge Material Caing Liner Welded Threaded "'I1 hI!..il ~?i: !f!-:17i:~+"",.ì X1 0
~~
0 '"
1 nil I?¡:n "';'~hi:c-:,. ;0 XJ 0 '"
1 nil I~hh "'7t:':t:i:"döòl 0 XJ X~0 "Leng of Headpipe ~2'has ts~~i1~u~ier 421 fi "'l"f" ..,.,.0111PackerflYON "'-"'"'' i. ~UU I-",""OJ .. ,-vypeLOp.swedge padeY'4'611 long i T
9.PERFORArlONS/SCREENS PACKER tYPE 1211 pipe with figi "''"1/
Perfration Method
Screen Type & Method of Instaflation i ..,. n H
From To SlOt $iZe N\.mber Diiimeter ~ieriai VVCa~in'g Liner
')') i " ,. ...,,.0
~
Completed Depth 401 ,___(Measurablei, ,.,~vv ~::.iOJ .: 1.1 i.:0 .
1 i 1?7 inr;3/5/06''Xic ,,.,., ,..Date:Started'CompletedVJ V TV..'"V oJU ;: L,l II .:0 14. DRILLER'S CERTIFIC~ J,~O
10. FILTER PACK I~e certi~y that ail mÎnimum w construe on st rds complied with at theiRner Material time the rig was removed. / //
Company Name S t~e- &
Principal Driller R
and
Driller or Operator II
From To Weighl/ Volume Placemeni Method
153
3/9/0611. STATIC WATER LEVEL OR ARTESIAN PRESSURE:
--tt. below ground Artesian pre~lJre ~lb.
Depth flow encountered ~ft, Describe access port or control devices:
f"no"-=ll""I Ï\..+..
. ,, ,Detailed Report for Pump Definition: PUMP #7 AMERICAN-MARSH
Pump Head Characteristics
Pump Type
Shutoff Head
Design Head
Maximum Operating Head
Standard (3 Point)
791.00 ft
550.00 ft
468.00 ft
Shutoff Discharge
Design Discharge
Maximum Operating Discha
0.00 gpm
868.00 gpm
1,250.00 gpm
Pump Efficiency Characteristics
Effciency Type
BEP Flow
BEP Efficiency
Best Effciency Point
1,447.00 gpm
82.0 %
Motor and Drive Characteristics
Motor Effciency
Variable Speed Drive?
90.0 %
true
Speed Effciency
(%)
1.800.00 90.0.
800.0~
700.0
500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0
600.0
500.0
400.0
300.0
200.0
100.0
Titie: INITIAL RUN
c:\...\current run\vsps with apex only ctrl.wcd
03/29/06 15:56:44 (§ Bentley Systems. Inc. Haestad Methods Solution Center Watertown, CT 06795 USA
Project Engineer: DMC
WaterCAD v7.0 (07.00.049.00)
+1..203-755-1666 Page 1 of 1
. ,., ..
AMERICAN MARSH PUMPS
I"RIËST ELECTRIC
Selection list: -
Search Criteria:
Flow: 1250 US gpm
Head: 460 ft
Tolerance: _. % of head
Fluid: Water
Temperatura: 60 of
SG: i
Viscsit 1.1 05 eP
Vapor pressure: 0.2563 psi a
Atm pressur: 14.7 psi a
NPSHa: --ft
PUMP DATA SHEET
Americn-Mars Pumps
03/21/00
Catalog: WTRWRKS60-200Sa vers 2.5'1
Pump: 10Ze.... (14 stages)
Type: 480_VRT-TURBINE
Synch sped: 1800 rpm
Speed: 1760 rpm
Dia: 8.1875 in
Curv no.: 3862
Specifc Speeds
Ns: 5119 Nss: 7695
Dimensions:
Suction: 6 in DiSCarge: 6 in
Vertical Turbine:
Bowl siz: 9.5 in
Max lateral: 0.5 in
Thrust K factr. 13.6 lbi
Advanced Criteria:
Pref erred Operaing Area: -
Secondary Operati Point: .-
Max temperature: - OF
MaX" suctin pre6ure: -- psi 9
Max sphere~: -- in
Max power: - bhp
Max suCtn spcific speed: .. (Nss)
Min trim: .. % of max diamete
Min head !'e: - % to shuto
Curve Correclioni¡; none
---- Data Point ....
Flo; 1250 US gpm
Head: 468 It
Eff 79%
Power: 185 bhp
NPSHr. 15.7 ft
-- Design CUrve -
Shutoff Head: 791 ft
Shutoff dP: 342 psi
Mir Flow: 86 US gpm
8EP: 82% elf
(§ 1447 US gprt
NOL Pwr; 191 bhp
~86B USgpm
-- Max Curve ~
Max Pwr: 200 bhp
(§ 883 1)$ ~pm
Wate Works vers 7.1
10 3Ð';d
Pump limits:
Tempeure: 250 OF
Pressure: 455 psi 9Sphere sìz: 1 .438 in
Power 450 bhp
Motor: 200 hp
Speed: 1600
Frame: 445T
Standard: N EMA
Encloure: ÖOP
Sizing criteria: Max Power on Design CUrve
ft i! "!1000,-- ----t- "-~.r.----------._~t-----.+------.-i--.--.._. _-;_ "___.~._. íi . : l
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Sl :91 9Ø0ó/EZ/SGL 9GØGE:5
RESPONSE NO.5
Eagle Water Company, Inc.
EAG-W-09-0t
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
EAGLE WATER CO.
EAG-W-09-01
RESPONSE NO. 5
PLEASE SEE THE FILE FOR
TWO MAPS THAT ARE TOO
LARGE TO SCAN
RESPONSE NO. 6(a)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
Rc celJESí "'0" ~~,(Ø :~--
P.~~
TIS AGEElvNT is daed as the ......25 th...day of ......October........in the yea
....2005...byand between Eagle Water Company (heeiner caled OWNR)and
Stevens and Sons Well Drillig'(hereiner caled CONTCTOR)
OWNR and CONTRACTOR in consideration of the mut covenats heiner set
fo~ agee as follow:
Artcle 1. WORK.
Contactor SHAL COMPLETE ALL Work as specifed or indicate in the
Contrct Documents. The Work is generay described as follows:
Drg Eagle Water Company Well Number 7
The Project for which the Work under the Contrt Documents may be "the whole or only
a par is generay described as follows:
Well# 7
Aricle 2. ENGINER
Th Project ha been designed by
MTC ENGINERS James M. Rees, P.E.
Who is hereiner caled ENGINER and who wi ase all duties and resonsibilies
and wi have the rights an autori assigned to ENGINER in the Contct Docunt
in conntion with completion of the Work in accordae wih the Contact Documents.
Artcle 3. CONSTRCT TIME.
3.1 The Work wi be substtialy completed on or before .. ..December
31,.. .2005, and completed and ready for fil payment in accordance wih the Generl
Conditions on or before ...Janua 30,2006....
3.1 The Work wi be substially completed wi 90 days afer the date when
the Contrt Time commences.
Artcle 4. CONTRCT PRICE.
See Attached proposed Uni Prces.
Article 5. PAYMNT PROCEDURS.
Contror sha submit application for payment in accordace with the Gene
Conditions. Application for Payment wil be processed ENGINER
5. I Progress Payments. OWNR shall mae progress payments on account of th
Contac Prce on the basis of Contractor's Applications for Payment as recommnded by
ENGINER on or about the ...1 Oth... day of eah month dmig consction as provided
below. All progress payments wi be on the basis of the progrss of the Work meaed
by the schedule of values proved for in the attached Proposa of Uni Prices.
5. I Pror to Subsanial Completion progrs payments wi be in an amunt equa
to:... ...90% of the Work Completed, and
.........90.% of materials and equipment not incorporated in the Work but delivered and
suitably stored. Less in eah case the aggregate of payments previously mae.
-2-
5.1.2 Upon Substantial Completion, OWNR shall pay an amount suffcient to
increase total payments to CONTRCTOR to ....100...% of the Contract Price, less such
amounts as ENGINER shall determe.
5.2. Final Payment. Upon:fl completion and acceptance ofthe Work
in accordace with the General Conditions, OWNER shall pay the
remader of the Contract Price as recommended by ENGINER
5.3.
Artcle 6. CONTRACTOR'S REPRESENTATIONS
In order to induce OWNR to enter in this Ageement CONTRACTOR maes
the followig representations:
6.1 CONTRACTOR has faliard hielf with the nature and extent of the t . i '
Contrac Documents, Work, localiy, and with all local conditions and federaL, state and
local laws, ordinances, rues and regutions that in any maner may affect cost, progress
or performc'e of the Work.
6.2 CONTRACTOR had studied carefully all reports of investigations and tests of
subsurace and latent physical conditions at the site or otherwis affecting cost, progress
or performnce of the Work which were relied upon by ENGINER in the preparation of
the Drawings and Specifications and which have been identified in the Supplementar
Conditions.
6.3 CONTRACTOR has made or caused to be made examinations, investigations
and tests and studies of such reports and related data as he deems necessar for the
performce of the Work at the Contract Prce, with the Contact Time and in
accordance with the other term and conditions of the Contract Documents; and no
additional examinations, investigations, tests, reports or simlar data are or will be
required by CONTRACTOR for such puroses.
6.4 CONTRACTOR has given ENGIEER wrtten notice of all conficts, errors or
discrepancies that he ha discovered in the Contrac Documents and the wren resolution
thereofby ENGINER is acceptable to CONTRACTOR
Article 7. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNR
and CONTRCTOR are atach to ths Agreement, mae a par hereofand consists of the
following:
7.1 Ths Agreement (pages 1 to 3...inclusive).
7.2 Exhbits to thi Agreement(pages. . ..to.. . ..inclusive).
7.3 General Conditions (pages...5..to 12....inclusive).
7.4 CONTRACTOR's Bid(pagesl....to...4.,inclusive) maked exhbit.
7.5 Any Modifcation, including chage Orders, Duly delivered after execution of
Agreement.
-3-
There are no Contract Documents other tha those listed. The Contract Documents may
only be altered, amended or repealed by a written modifcation as defined the the General
Conditions.
Article 8. MISCELLANEOUS.
8.1 Ter used in this Agreement which are defied in the General Conditions
shal have the meangs indicated in the General Conditions.
8.1 No assignment by a par hereto of any rights under or interests in the
Contract Documents will be binding on another pary hereto without the wrtten consent
of the par sought to be bound; and specifically but without limtation, moneys that may
become due and moneys tht are due may not be assigned without such consent (except
to the extent that the effect of thi restrction may be liited by law), and uness
specifically stated to the contrar in any wren consent to an assignment no assignment
will release or dischage the assignor from any duty or responsibilty under the Contract
Documents.
8.3 OWNR and CONTRCTOR each binds hiself, his parners, successors,
assigns and legal representatives to the other pary hereto, hi parner, successors, assigns
and legal representatives in respect to all covenats, agreements and obligations
contaied in the Contract Documents.
Article 9 OTHER PROVISIONS.
IN WITNSS WHREOF, the paries hereto have signed this Agreement in trplicate.
One counterar each has been delivered to OWNR, CONTRACTOR and ENGINER.
All portions of the Contract Documents have been signed or identifed by OWNR and
CONSTRACTOR or by ENGINEER on their behalf.n.'" n..L~Ths Ageement wi be effective on.... :.;.!?.. .~J.t.:":.;.~....... .2005 'r'-
~~.. .... ...... 0?~J..&d'TRCTO&~ .k~~ltt ~..t~!tJYj / ..'~ ~:ii:'
. ...... ............ BY~""" ,/t;l...~L.....................
....M.. .. ............... Att~... ;g'r.k...............
Addr s for giving notices -
?Q,..ÔOx..4?s............ .., ... ...... ..2.. ?.Cr.r.E.:~t.t?~~~ç~.We
.E~~~~... .~.?/-:\.~... ~~H~...... l¡~ f.~-'.. .M.... .f.rPQf....
......................................-.........................................................................
SPECIFICATIONS FOR DRILING
OF
EAGLE WATER COMPANY, INC.
WELL NUER 7
(Revised Jan 13, 2004)
GENRA INORMTION, PROPOSAL,
.
CONTRCT AGREEMENT, GENERA CONDmONS,
SPECIA SPECIFICATIONS, AN WELL SKETCHES
EAGLE WATER COMPAN, INC.
P.O. Box 455
Eagle, Idaho 83616
TABLE OF CONTENTS
SECTION (A) - CONTRCT DOCUMNTS ........................................... PAGE 1
SECTION (B) - GENRA CONDmONS ............................................... PAGE 5
SECTION (C) - SPECIA CONDmONS .................................................. PAGE 12
PROPOSAL - SCHEDULE OF ITEMS AN PRICES.............................. PAGE 20
SECTION (A). .
CONTRACT DOCUNTS
EAGLE WATER COMPANY, INC. WELLS
GENERA INORMTION
i. General: The work contemplated under ths Contract comprises the drlling of one water
supply well using a rota dril rig including but not limited to drlling, intallation of casing
and screens, well development, and all testig requied by the State of Idao includig
bacterial, chemical, yield and draw-down. It is estimated that the well will be
approximately 450 feet in final depth. It is the intent of these Specifications that the
Contractor shall fush all necessar labor, equipment, and materials as not provided by the
Owner, and he shall perfonn all operations requied for the completed water supply well.
2. Specifications: The Specifcations under which it is proposed to execute ths work consists
of all the inonnation bound or referenced herewith and is intended to be mutuly
cooperative and to provide the details reasonably requied for the execution of the proposed
work. Any interpretation as to the meang or the intent of the Specifcations should be
directed to the Engineer in wrtig. Any interpretation or chage in the Specifications shal
be made only in wrting and a copy of such interpretation or change shall be mailed or
delivered to each Bidder. The Owner will not be responsible for any other explanations or
interpretations of the Specifications.
3.' Type of Proposal: Proposals for the work contemplated are to be submitted on a unt price
basis uness a lump sum basis is specifically designated for certai items.
4. Estimated Quantities: The estimate of quatities of work to be done is approximate only
and is solely for the basis of calculation upon which the contrct award shall be based.
5. Preparation of Proposals: All blan spaces in the Schedule of Items and Prices for the well
being bid upon must be filled in with ink or tyewrter. No chages shal be made in any of
the items with the Proposal. Where the word "none" is applicable, it should be inerted.
6. Submission of Proposal: Proposals must be made on the prescribed forms bound herewith
and submitted to the Owner, intact with the complete Specifications, with 30 days afer
receipt by the Bidder. There will be no public opening of bid proposals. The Owner wil
open and review bid proposals at his option. Any proposal shall be deemed inonnal which
contai omissions, erasures, alterations or additions, or items not called for or which in any
other maner shall fail to confonn to the conditions of these Specifications. The Bidder
shall sign the Proposal in the space provided therefore.
7. Withdrawal of Proposal: No proposal may be withdrawn afer the time scheduled for
submission of said proposal until a period of th (30) days afer the date of submission
shall have elapsed.
8. Conditions of Work: Each bidder must inonn himself of the conditions relatig to the
work and it is assumed that he has inspected the site of the work and has made hiself
famliar with the Specifcations. Faiure to do so wi not relieve the successfu bidder of
his obligation to enter into a contract and complete the work in accordance with the
Specifications. Each bidder must also inorm hiself on al laws and sttutes relative to the
execution of the work, employment of labor, protection of public safety and private
propert, right-of-way and access to the work, and simar requiements.
9. Award of Contract: The Owner reseres the right to accept or reject any or al proposals.
The acceptace of any proposal wi be made in wrtig, together with a notice to proceed,
mailed to or delivered to the offce designted in the successfu Bidder's proposal. The
successfu Bidder sha, with seven (7) days afer receivig the wrtten acceptance of
award and notice to proceed from the Owner, execute the Contract Agreement attched
hereto with the Owner for the performance of the work.
10. Performance and Payment Bond: The successfu Bidder shal be requied to fush the
Owner at the tie of execution of the Contract Agreement, a performance and payment
bond in ful amount of the contract price which bond shal be in force for one year afer the
date of fial payment for the work to inure payment of al clais made agait the
Contractor for the payment of labor, materials, and other servces in accordace with the
laws of the State, and cover al gutees agait defective worlaanship and materials.
The Surety Company fushig ths performance bond shall be acceptable to the Owner
and sha be fuer autoried to do business in Idao. The Contractor shall pay the.cost of
the bond.
11. Time for Completion: The successfu Bidder shal commence the work included under ths
Contract with sixeen (16) days afer execution of the Contrct and prosecute said work
diligently unti completed in al respects. Completion date for ths Contract sha be with
120 days afer execution of ths Contrct.
12. Licenses: Al Bidders shal be duly licensed well drlling contractors with the existig
provisions ofIdao State laws.
EAGLE WATER COMPAN, INC. WELLS
PROPOSAL
TO: EAGLE WATER COIV AN, INC.
The undersigned, hereiner caled the Bidder, declares tht the only persons or pares interested in
ths Proposal are those naed herein and that ths Proposal is in al respects fai and without fraud;
tht it is made without collusion with any offcial or employee of the Eagle Water Company, Inc.,
hereiner caled Owner, and that the Proposal is made without any connection or collusion with
any other person or :f makg another proposal on ths same Contract.
The Bidder agees that if ths Proposal is accepted by the Owner, he wi with seven (7) days afer
notification of the acceptace, execute the Contract with Owner in the form attached hereto and will
at the tie of execution of the Contract deliver a performce and payment bond, and will to the
extent of ths Proposal, fush all machier, tools, and other mean of consction and do al the
work and fush all matenals as not provided by the Owner which are necessar to complete the
work in the maner covered by the Specifications. Contractor shal pay for the bond.
The bidder fuer agrees to begi work with sixeen (16) days afer execution ófthe Contract and
to prosecute the work diligently until completed in al respects. Completion date for ths Contract
shl be with 120 days afer execution of ths Contract.. . .
The Bidder fuer agees to accept as fu payment for the work proposed herein the amount
computed under the provisions of the Specifications and based on the unt price or lump sum
amounts as set fort herein under the appropriate Schedule for Items and Prices. It shal be
expressly understood tht the unt prices are independent of the exact quatities involved and that
the unt pnces stated herein represent a tre measure of the labor and materials requied for the
work includg any and al alowance for overhead or profit.
If the Bidder is awarded a Contrct based upon ths Proposal, the surety who will provide theperformance and payment bond wil be whose
address is
The Bidder fuer certes that he ha carefully examed the Specifcations for the work; tht he
ha personally inpected the sites; that he ha satisfied hiself as to the quantities of matenals,
items of equipment and conditions of work involved; that ths Proposal is made accordig to the
provisions and term of the Specifcations; and that he is aware and has taen into consideration all
factors which may afect ths Proposal.
SECTION (B)
GENERA CONDITIONS
EAGLE WATER C011 AN, INC. WELLS
GENERA CONDmONS
1. Owner: Wherever the word "Owner" appears, it sha sign Eagle Water Company, Inc.,
P.O Box 455, Eagle, Idaho 83616, actig thoug its duly authoried offcers.
2. Contractor: Wherever the word "Contrtor" appears, it shal signfy the par or pares
contractig with the Owner to perform the work outined and contemplated herein.
3. Engineer: Wherever the word "Engineer" appears in these Contract Documents, it sha
sign the representative ofMTC, Inc., 707 N. 27th Street, Boise, Idaho 83702.
4. Wntten Notice: Wherever the ter "Written Notice" appears, it shal sign a wrtten
communcation delivered in person to the individua or to a member of the fi for whom it
is intended, or is delivered or sent by registered or certed mai, to the last business address
mown to hi who gives such notice.
5. Work: Wherever the term "Work" appears, it shal sign all materials, labor, tools and all
other appliances, machiery and appurenaces necessar to perform and complete
everyg covered in the Specifcation and such additiona items of labor, matenal and
equipment not specificaly indicated or described but which can be reasonably inerred as
belongig to the item described or indicated and as requied by good practice to provide a
complete and satisfactory well.
6. Bidder: Wherever the term "Bidder" appears, it shal signfy any person, fi, parership
or corporation submittg a proposal on ths project.
7. Days: Wherever the term "Days" appears, it shal refer to consecutive calenda days.
8. Alterations: The owner, without invaldatig the Contract, may order ext work or may
make changes in the specifcations by alterig, addig to, or deductig from the work
ongily planed. Al such work shal be executed under the conditions of the ongial
contract except tht clais for extension of tie for completion and payment for exta work
occasioned by such changes sha be adjusted at the tie of makg the chage. The
Engieer sha have authonty to make mior chages in the work not involvig extra cost
and not inconsistent with the purose of the Contract. il other cases, however, except in an
emergency endagerig life and propert, ext work or deductions from the work sha be
made only upon a wrtten order from the Owner statig tht the Owner has authoried the
change. No clai for additional payment shal be valid uness so ordered in wrtig.
Any chages or alterations, which reduce the quatity of work to be done, shal not
constitute a clai for daages for any anticipated profit on the work that is thus dispensed
with.
9. Inconsistencies and Omissions: The Specifcations are complementar, and what is called
for by anyone shal be as binding as if called for by alL. The intent of the Specifications is
to include all labor and -material (except any specific items to be fushed by the Owner),
equipment, machiery, and transporttion necessar for the proper execution of the work.
Materials or work described in words, which so applied have a well mown techncal and
trade meag shal be held to refer to such recogned stadards. Should any discrepancies
occur or any misuderstdig arse as to the import of anytg contaed in the
Specifcations, the explanations and decisions of the Engieer shal be fial and conclusive
on the Contractor, and al diections and explantions requied to complete any of the
provisions will be given by the Engieer. Where inconsistencies exist between the Special
Conditions and any other porton of these Specifications, the Special Conditions shal
govern.
10. Authority of the Owner: The owner shal have general supervsion and diection of the
work. He ha authority to stop the work whenever such stoppage may be necessar to
inure the proper execution of the Contract. He sha also have authority to reject al work
and materials which do not conform to the contract, to diect the application of forces to any
porton of the work as in his judgment is requied, to order the force increased or
dished, and to decide questons which arse in the execution of the work. To prevent
disputes and litigations, the Owner shal, with a reasonable tie afer their presentation to
hi, mae decisions, in wrtig, on al clai of the Contrctor and on all. other matters
relatig to the execution and progress of the work or the interpretation of the Specifcations;
his estate and decision sha be fi and conclusive. The Owner sha not have autority
to order chages in the work or exta work except as provided. The Owner shal have at all
times fu access to al par of the work. The inection of the work done shal not relieve
the Contrctor of his obligations to fush proper materials, certcations and perform
sound and reliable work.
1 i. Reception of Ower's Directons: The superitendent or other authoried representative of
the Contractor shl represent the Contractor in his absence from the job site and all
diections given to hi sha be binding as if given to the Contractor. Important directions
shal be confed in wrtig to the Contrctor and other diections shal be likewise
confed in wrtig upon request of the Contractor.
12. Right to Reta Imperfect Work: If any par or porton of the work done or material
fushed under the Contract shall prove defectve and not in accordance with the
Specifcations, and if the imperfection in the same sha not be of sufcient magntude or
importance as to make the work dagerous or undesirable, or if the removal of such work
will create conditions which are dagerous or undesirable, the Owner shall have the right
and authority to reta such work but shal mae such deduction in the fial payment
therefore as may be just and reasonable.
13. Inurce: The Contractor sha not commence any work unti he has provided ince
coverage, as evidence by an Inurce Cercate or Certcates on a form supplied by the
Owner. The requied coverage sha be indicated below.
TYPE INSURCE
Workmen's Compensation
Compreheflive General
Liabilty, Includig
1. Contractors Liability
2. XCD hads of explo-
sion, blasg, collapse
& underground
3. Contractu Liability
4. Contractors Protective
Liability
Comprehensive Auto
Liability, includig
owned vehicles, hied
vehicles and other
non-owned vehicles
Each Person $250,000 Each Accident $250,000
Each Accident 500,000 Aggregate 500,000
Each Person $250,000 Each Accident $250,000
Eah Accident 500,000 Aggregate 500,000
Each Person $250,000 Each Accident $250,000
Each Accident 500,000 Aggregate 500,000
Each Person $250,000 Each Accident $250,000
Each Accident 500,000 Aggregate 500,000
Each Person $250,000 Each Accident $100,000
Each Accident 500,000
The Contractor shall pay the premium thereon and mata such inurance in effect until the
completion of the work hereunder. Notice of expirtion of any such inurance must be forwarded
to the Owner ten (10) days before expiration.
The Contractor sha agree to indemn, hold haress and defend the Company from and agai
any and all liabilty for loss, dage or expense which the Owner may sufer or for which the
Owner may be held liable by reason of injur (includig death) to any person or damage to any
propert arsing out of or in any maner.connected with the work under ths Contract whether or
not due in whole or in par to any act, omission or negligence of the Owner or any of its
representatives or employees together with any and al attorneys fees incured by the Owner on
account thereof.
14. Maitenace Guarantee: The Contrctor agrees to make any repais or replacements
necessar at his own expense for defects in materials or workmanship supplied by hi that
become evident with one (1) year afer the date of fial payment. The Contractor shal
make al repais and replacements promptly upon receipt of wrtten order from the Owner,
and if he fails to make such repai or replacement promptly, the Owner may then do the
work and the Contractor and his surety sha be liable for the cost thereof.
15. Superitendence: The Contractor shal keep on the work, durg its progress, a competent
superitendent and necessar assistants, all satisfactory to the Owner. The Contractor shall
give effcient supervsion to the work, using his best slåll and attention.
16. Employees: The Contrctor shal employ only competent, ski personnel to do the work;
and whenever any person shal appear to the Owner to be incompetent or to act in a
disorderly or improper maer, such persons shal be removed from the work imediately
upon notication from the Owner and shl not be employed on the work agai except by
consent of the Ower. The Contractor shal at al ties enforce stct disciplie and good
order among his employees. The Contractor shal comply with al labor rues, wage scales,
and reguations of the Governent of the Unìted States, and the State, City or Town and
County in which the work is to be done, including nondiscritory laws.
17. Materials and Worlaanhip: The Contractor sha provide any pay for all materials, al
labor, tools, equipment, light, power, tranporttion, and other facilties necessar for the
execution and completion of the work.
Unless otherwse specifed, al materials shal be new, and both workmanship and materials
sha be of a good quaty. The Contractor sha, if requied, fush satisfactory evidence as
to the kid and quaity of materials.
18. Release: The fi payment shal not become due unti the Contractor shal submit to the
Owner a complete release of all liens aring out of ths Contract, or receipts in fu in lien
thereof, and an afdavit tht so far as he ha laowledge or inormation, the releases and
receipts include all the labor and materials for which a lien could be filed; but the
Contractor may, if he is unable to fush a release or receipt in ful as provided above,
fush a bond satisfactory to the Owner to indemn hi agaist any lien. If any lien
remai unsatisfied afer all payments are made, the Contractor shall refud to the Owner all
monies that the latter may be compelled to pay in dischargig such a lien, includig al costs
and a reasonable attorney's fee.
19. Subcontractig: The Contrctor shall, as soon as practicable afer the execution of the
Contract, noti the Owner, in wrtig, of the names of any subcontractors which he plans to
use on th Contract and shal not employ any that the Owner may with a reasonable tie
object to as incompetent or unt.
20. Progress of the Work: The Contractor shal commence the work contemplated under these
Contract Documents with sixeen (16) days afer the date of execution of the Contract and
receipt of the Owner's notication to begi work; it being expressly understood and agreed
tht the tie of begig, rate of progress, and tie of completion of the work are of the
essence of ths Contract. Al work included under ths Contrct shal be completed with
120 days afer execution of ths Contract.
2 i . Assignent: Neither par to the Contract shl assign the Contract or sublet it as a whole
without the wrtten consent of the other; nor shall the Contractor assign any monies due or
to become due to hi hereunder without the previous wrtten consent of the Owner.
22. Owner's Right to Temute Contract: If the Contractor should be adjudged a banpt, or if
he should make a general assignent for the benefit of his creditors; or if he should
persistently or repeatedly refuse or should fai, except in cases for which extension of tie
is provided, to supply enough properly skilled workers or proper materials, or if he should
fai to mae prompt payment to subcontractors or for material or labor, or persistently
disregard laws, ordiances, or the inction of the Owner; or otherwse be gulty of a
substantial violation of any provision of the Contract or any laws or ordiance, then the
Owner, when sufcient cause exist to justify such action, may, without prejudice to any
other right or remedy, and afer giving the Contractor and Surety seven (7) days wrtten
notice, trfer the employment for said work from the Contractor to the Surety. Upon
receipt of such notice, the Surety shl enter upon the premises and tae possession of all
materials, tools, and appliances thereon for the purose of completig the work included
under ths Contract and employ, by contract or otherwse, any person or persons to fish
the work and provide the materials therefore without temution of the contiuig ful force
and effect of ths Contract. In case of such transfer of employment to such Surety, the
Surety sha be paid in its own nae on estites accordig to the terms hereof without any
right of the Con1rtor to make any clai for the same or any par thereof. In lieu of the
foregoing, if the Owner so elects, he may termte the employment of the Contractor and
take possession of the premises and of al materials, tools, and appliances thereon and fish
the work by whatever method he may dee expedient. In such case, the Contractor shal
not be entitled to receive any fuer payment unti the work is fished. If the expense of
completig the Contract, includig compensation for additional managerial and
adstrtive services, shal exceed such unpaid balance, the Contractor shall pay the
dierence to the Owner.
23. Basis of Payment: In consideration of the faith perormance of al the covenats,
stipulations, and agreements in ths Contract to be kept and performed by the Contractor,
the Owner covenats and agrees to pay the Contractor, the amount bid in the Contractor's
Proposal for the work actuy performed as determed by the fial estiate, together with
any amounts due for exta work not classifed under the items listed in the Contractor's
Proposal as provided in these General Conditions less any deductions for clais and
daes paid by the Owner due to acts or omissions of the Contractor and for which he is
liable under ths Contract.
24. Extra Work: Any work necessar or requied to car out the intent of these Specifcations
by changes clearly not indicated or which canot reasonably be implied from the intent and
meang thereof sha be paid for at the unt price agreed to in the Specifcations. If ths
exta work canot be classified under any of the items for which unt prices are listed in the
Contractor's Proposal, it shal be paid for as ext work at the rate agreed to in wrtig
between the Contrctor and the Ower prior to the tie of commencing such extra work. If
such method payment caot be ageed upon prior to the begig of the work, then such
work shall be performed by the Contractor on the basis of fushig labor and material at
costs and labor rates in effect at the tie the work is accomplished.
25. Fin Payment: Upon completion of the work, the Contractor shall noti the Owner in
wrtig that he has completed the Contract and sha request fial payment. Upon approval
of th fi estiate by the Owner and receipt by the Owner of the release requied under
these General Conditions and with ten (10) days afer the tie lit for the filig of al
liens shal have expired, the Owner shal pay to the Contractor all monies due hi under the
provisions of the Specifications, includig any retaed percentages.
26. Protection ofPropert: The Contractor shall matai adequate protection of all of his workfrom daage and shal protect the Ower's propert from injur or loss arsing in
connection with the work.
27. Safety Precautions: The Contractor shal take al necessar precautions for the safety of the
employees and shall comply with al applicable reguations and laws to prevent accidents or
inur to persons on or adjacent to the job site. He shall erect and properly maita at al
ties the necessar safeguds for the protection of workers and the public and shall post
danger or warg sign agaist haards created by the constrction. Said work is to be
conducted that no liabilty wil accrue under the Employers' Act ofIdaho.
28. Mium Wage Rate: The prevailig wage rates for Ada County, Idaho which are to be
paid employees engaged in ths work, in accordace with Section 44-100 (c) of the Idao
Code ar prescribed by the Commssion of Labor for Idaho and are published periodically.
The Contractor sha conform to ths Section of the Idao Code.
29. Permts, Certficates, Laws and Ordices: The Contractor shal, at his own expense,
procure all permts, certcates and licenses requied of hi by law for the execution of his
work. He shal comply with all Federa, State or local laws, ordinances or rues and
reguations relatig to the performce of the work.
30. Materials Furshed by the Contractor: Where the term "fushig" is used herein, it shal
include hadlg, tranort, unoadg, storig, protectig from the elements and
vandasm, and distrbution to the constction site. The Contractor is responsible for the
care and protection of all materials until incorporated into the system and accepted.
Payment in all cases shall constute fu compensaton for al transportation, hadlg and
incidentas; no additional payments will be made on any item over and above the prices as
stated in the Contractor's Proposal, except as otherwse provided herein.
SECTION (C)
SPECIA CONDITIONS
EAGLE WATER CO:M ANY, INC. WELLS
SPECIA CONDITIONS
SECTION C-I GENERA:
a. Scope: Ths Specifcation covers the complete dring, casing, screeng, development, and
testig of the water supply well for Eagle Water Company, Inc. As stated herein, the
estiated quatities are only approxiate. The Owner reserves the right to increase or
decrease individua items in such amount as may be, in his sole judgment, to his best
interest, dependig upon conditions encountered or observed durg drlling.
b. Location: The general location of the well is as follows:
The well site is located in the SEl/4 NEl/4 SWI/4, Section 15, TAN., R.IE., B.M., Eagle,
Ada County, Idao. Said location is approximately 0.25 miles southwest of the interection
of State Highway 44 and State Highway 55. The exact location of the well wil be sted inthe field prior to the award of the Contract
c. Mium Well Constrction Standads: The contractor shal be requied to conform to the
applicable portons of the Mium Well COnsction Stadards estblished by the Idao
Deparent of Water Resources. All constrction equipment, holes, pits and chemcal
storage and use shall comply fuly with all requiements of OSHA.
The Engieer and IDWR Representative must be,notified 24 hours before drli and
before the seal is placed and mus be on site to observe the sealing. Any seal placed without
the Engieer and IDWR Representative being on site will not be accepted.
d. Mobiliztion: The contractor shal move in all necessar tools, equipment and supplies
requied for the work, and upon completion of the work shall remove all such items
includig rubbish, dring debri and cuttgs from the premises promptly and leave the site
in a rieat and orderly fason as close to origial condition as feasible. Payment for any
work under ths pargraph shal be at the lump sum price bid in the bid schedule.
e. Testing: Upon completion of the development of ths well, the Contractor sha test said
well in the presence of the engieer to determne the yield and draw-down in accordace
with requiements of Recommended Stadads for Water Works and the State of Idao
Rules for Public Drng Water. The well shall be test pumped at the desired yield for the
well for at least twenty-four (24) consecutive hours afer the drawdown ha stbiled.
Alternatively, the well may be pumped at a rate of one hundred fift percent of the desired
yield for at least six (6) contiuous hours afer the drawdown has stabilized. In either case,
if thedrwdown does not stabilze, the pumping must contiue for at leas seventy-two
consecutive hours. The field pumping equipment must be capable of maitag a constat
rate of dischage durg the test. Discharge must be piped an adequate distace to prevent
recharge of the well durg the test.
The contractor's submitt to the state shall conta the followig (items e though f shall be
documented on one hour intervals uness other wise directed in wrtig by the state):
a.
b.
c.
d.
e.
f.
g.
h.
Test pump capacity-head characteristics
np'Mth ("f't""ct 1"1'''," "ø-r....
..-.Iw... 'o'" "..UL .P..iil' ¡',""'l.5
Time of stag and ending each test cycle
The zone of inuence for the well
Pumping rate
Pumping water level
Drawdown
Water recovery rate and levels
Contractor sha document all test results as requied by the State of Idao. Testig
equipment shal be capable of deliverig a contiuous supply of at least 3500 GPM from a
depth of 450 feet. All testig dischages sha be piped to a suitale wase site a mium
of 250 feet from the well and be disposed of in an envionmentay acceptable maner.
Testg shal be with a stdard tubine pump. The Contrctor shl fush and inta all
necessar equipment for the testg includig a suitable means for accurately measurg the
dischage from the well and the water level in the well durg the testg opertion The
Contractor shal be responsible for providig a mean for safe refuelig durg.opertion, to
prevent even brief shutdown durg the test. The Contrctor shal be responsible for
makg arangements with the Owner for satisfactory disposal of water durg the test
period. Payment for fushig, intalig and removig the testig equipment shal be at
the applicable lump sum price bid in the bid schedule. Payment for opertig test-pumping
equipment shal be at the hourly rate bid for conductig pumping test.
1. Flow measurg Equipment: The Contrctor sha provide flow measurg
equipment capable of determing dischages of up to 3500 GPM at
intervals of 25 GPM.
2. Well level Meaurement Equipment: Contracor shal provide a mean of
accurately measurg water levels in the well before, durg and afer
pumping tests. Electrc water level probe or and ailie is acceptable. If an
ailie method is used provide an ailine, draw down gauge and ai pressure
source. The pressure gauge must be accurate to 0.5 psi. The ailie shal be
securely fastened to the pump unt and shal teliatèapproXiately 2 feet _u
above the pump. If the electrc level probe is used it shal be accurately
calibrated and be inerted between the pump colum and the well casing.
3. A prelim capacity test will be ru prior to the pumping test.
Preli test sha las approxiately 1 hour to check pumping
equipment and to estiate production capacity of the well.
4. Records: Make accurate wrtten records of water levels, pumping rates, tie
intervals and other pertinent detais of the pumping test as requied by the
State ofIdao.
, g.
Sand Measurements: The sand content of a new well shal not be more th five (5) pars
per milion fifteen (15) miutes afer the sta of test pumping. Sand testig and
measurement shall be done in accordance with Idao Rules for Public Drig Water
Systems, Section 58.01.05.550.03.d.iii. .
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Abandonment: In the event that the Contractor fails to complete the well or wells to the ~
depth specified or to a greater depth as may be determed durg the act drllg or C Ì'
should he abandon any well because of loss of tools or equipment or for any other cause, or /;
if any well shal fail to meet the requiements for plumbness and alignent as previously seY'
fort the Contractor, if requested and as diected by the Engieer~ shall fill the abandontd
well with clay or cuttgs and salvage and remove such casing as can be salvaged. '" The
materials fushed by the Contractor shall remain his propert. The cost of abandonment
. of the well~ includig the filig and casing, shall be borne solely by the Contractor and no
allowance or payment shall be made for the drlling or other work performed by the
Contractor on any abandoned well. Any paral payments aleady mae to the Contractor on
an abandoned well will be applied to a subsequent well which will meet the provisions of
the Specifications.
Plumbness and Alignent: The wells shal be drlled staight and plumb in accordace with
the provisions of ths pargraph. The casing, upon completion of development, shal be
sufciently straight to a depth of 4DO feet. Plu.bness and alignent of the well casing
shal be tested in accordance with A WW A Stadads A-I 00. It shal be the responsibility of
the Contractor to see tht the wells are being constrcted strght and plumb with these
lits at al ties. The Owner may at any tie make request for Contractor to conduct test
or tests as necessar to determe whether these limtations are bein met. Any additiona
work requied by the Contractor in redrlling or staightenig the well shl be at no cost to
the Owner.
h.Disposal of Materials: It is anticipated drling mud will be recirculated with a loss of no
more th two cubic yards. Arangements for the disposal of all drll cuttg, sludge and
other materials from the dr sha be made by the Contrtor in accordace with
Mium Well Constrction Standads for the State of Idao, and reguations by IDWR
and DEQ. Disposal will be in an approved santa landfll or at another site approved in
wrtig by the Engieer that meets al environmental reguations.
1.Utilties: The Contractor shal be responsible for fushig or arang for electrcity,
water, or other utilties requied in the drlling of the well.
J.Recovery of Tools: In the event ofloss of tools or equipment durg any phase of the work,
the Contractor sha not be entitled to any payment for tie spent or expense incurd in an
attempt to fish or recover the tools or equipment prior to possible abandonment of any well.
k. Protection of Water Quaity: The contrctor shal take all necessar precautions to prevent
contaation of the water in the well by the introduction of any foreign substaces,
including contanaed water, gasoline, oil, etc. The Contractor shal disinect al down
hole matenals (gravel fiter, packer, etc) and equipment as requied by AWWA B-100
Section 3, Recotnended Stadads fui Watei Wûiks or the State ofldal-o.
1. Completion and Clean-Up: Upon acceptace of the well by the Owner, the Contractor shal
cut off the 16-inch casing at a point not less th 24 inches above ground level or as
designted by the Engieer. The casing shall be fuer protecte by coverg with a V4-inch
thck steel plate tack welded to the casing, or by other mean satisfactory to the Engieer.
The well site sha be cleaned up by removig all equipment, materials, and supplies,
includig the filling of any pits or excavations, and the site left in a neat and orderly fashion.
No payment shal be made for any work under ths pargrph and the cost of all such work
sha be included in the amount bid for other items of work.
SECTION C-2 ROTARY DRILING:
a. Sealing: The well shall be seaed from the water producing aquifer to the surace with
Bentonite slur to prevent cross contamtion of aquifers and to prevent surace water
from enterig any aquifers. The anular space between the well casing and the bore
openig shal be filled by pumping Bentonite slur into the anular space from the bottom
to the surace. When the Bentonite slur reaches the surace the contractor sha pump in
sufcient cement grout to form a secure cement seal around the bottom of the well casing.
Followig consolidation of the Bentonite slur additiona Bentonite shall be added to the
top of the anular openig. As Bentonite is added to the top the temporar surace casing
shall be removed as par of the groutig process. Bentonite slur shall be mixed in
accordace with manufactuer's recommendation and requiements of the State of Idao.
Cement grout will be a mie of 94 pounds of cement and 5.2 galons of water or as
requied by Idao Well Consction Standard Rules 37.03.09.010.12.
Payment will be made for work under ths paragraph in acordace with the lump sum pnce
for providing surace seal as listed in the bid schedule. The lump sum pnce shal be
considered as fu compensation to the Contractor for fushig and intaing the seal to
include all labor, matenals, and equipment required to complete the work. No seal may be
placed without a mium of 150% of estiated seal materials being on site. A mium
of 12 hours sha elapse between the placement of cement grout seal and the resumption of
drlling.
b. Dnlling: The well shal conta a 28-inch temporar oversize surace caing as requied by
Idaho Well Constrcton Stadads and the attched plan. The temporar casing sha
extend from the surace into an impervous layer. Afer the oversize temporar surace
casing ha been set in place the well shal be drlled to an estted tota depth of 450 feet
below ground surace. The well shall be drlled a mium of 24-inch diameter to
accommodate a 16-inch diameter caing, along with a telescoping screen sized-for a 16 inch
casing and requied gravel filter. It is estimated tht all drling will be in sediments such as
clay, silt, sand, or gravel. The Contractor shal provide the well drlling rig and well tools as
requied, and all other equipment, materials, and supplies requied for drlling and
completig the welL. All such equipment shall be in good condition and properly
maintaed. Measurement fm payment fm driling shal be the depth below i;ûimd suace
of the hole actuly drlled. No classification of materials will be made and payment for
drllig will be at the unt price listed in the bid schedule regardless of the tye of matenals
encountered. Only NSF approved drllig materials and mud products will be used in
drlling.
Drilin Method: The Contractor sha dril an 8" pilot hole, collect soil samles in
accordace with Section C~2.g of Special Conditions and conduct electronic logg of the
diferent soil strta. Ths inormtion shal be used to determe how the well wil be
completed. The contrctor wil provide soil samples for design of screen and gravel
packig in the water strata tht wil be developed. Screen design sha include leng an
slot siz. Following determtion the well wil be developed fuer, the pilot hole wil be
inreased to 24" diameter to an estimted depth of 450 feet.
c. Casing: It is contemplated that the well, when completed, shal be cased with a 16~inch
diameter casing which shall extend from 2 feet above the ground surace to approxitely
450 feet. The screens shal consist of telescoping sections for commercial well screen as set
fort elsewhere in these Specifications and drawigs and be sized for a 16-inch casing. The
16-inch casing shal have mium wall thckness of 0.375 inches and conform to ASTM-
. A53 Grade B - Domestic Prie Specifcations. Al casins sh be joined with fu
penetration welds made by properly quaifed operators conform to AISC Stadards.
Measurement for payment for the permanent casing shall consist of the actu lengt in
linear feet of blan caing intaled in the well, not includig the lengt of screens.
d. Screens: The Contractor shall fush and insta the appropriate screens. Screens sha be
of the contiuous wire-wound tye (UOP-Johnon maufactuer or equa) in staess steel
suitable for inlation in a 16-inch diameter well casing. The screen assembly sha consist
of a stess steel screen along with a mium is foot blan above the screen and 10 foot
mium blan below the screen. The lower blan shall be closed at the bottom with a
welded steel plate of 3/8-inch minum thckness. The manufactur shal determe the
lengt of screen, depth of screen placement and size of screen slots afer the drg of the
well and samples of water-bearg formations have been properly analyzed. The Engieer
shal review maufactues recommendations for screen lengt placement and slot sizg
and approve for intaation. Screen sizing, lengt and depths shall be deterined by
material analysis, logs and other inormation supplied by the contractor.
Measement for payment for screen shall be of the actu lengt of slott~ screen
instaled. Payment for screens sha include all costs of the materials, equipment, and labor
requied for intalation including the packers and blan above and below the slotted
screen.
e. Filter: Afer the screen assembly ha been inalled in the well the Contractor shal
introduce a graded fiter into the anular space suroundig the well screen. The graded
filter shall be designed by the screen maufactuer based on matenal samples supplied by
the çontractor. The engi~lJeer wil revie\X¡ the graded filter design and approve for
ination. A detailed plan showig how filter matenals wil be placed and measured in
place shal be determed by the contrctor and be presented to the engieer. The engieer
and Idaho Deparent of water Resources wi review and approved the inlation plan
pnor to begig filter matenal placement. Measurement for payment shal be of the
actu. number of cubic yards used. Payment shal be at the unt pnce bid in the bid
schedule and shal include all costs of fushing and ining gred filter matenals.
f. Development: Upon completion of the drling, intalation of the caing and screens and
intaation of the gravel fiter, the Contractor shall develop the well or wells by compressed
ai, or other method approved in advance by the Engieer. Development shal contiue
until no appreciable amounts of matenal are brought into the well afer 30 miutes of
vigorous surgig. Upon completion of development, al matenal shal be thorougy
cleaed from inide the casing and screen. If clay, bentonite or other simlar substace ha
been added to the well durg constrction, the Contractor may be requied to use dispersant
and/or mud removig chemicals to remove the clayey matenals from the welL.
Measurement for payment for development shall be of the actu hours spent in developing
the well and shall not include tie spent in intalation or removal of equipment or for any
repais or maitenance work.
g. Records and Samples: An accurate, detaed log or record sha be kept by the Contrtor's
drller on a form suitale to the Engineer which shall indicate for each shift worked the
general character, thckness and tye of matenal encountered, the depth at which the water
level stads in the well at the beging and end of each shift, and the natue and extent of
all other work performed includig time spent on each item of work. The log shal be kept
carefuly and accurately at the tie the work is being done; a copy of the log shal be
maitaed at all ties at the job site and shal be avaiable at any tie for inpection by the
Owner. Upon completion of the work, a complete copy shal be fushed the Owner and
the Contractor shall fuer file with the State Deparent of Water Resources the necessar
log and record on forms obtaible from the deparent.
Samples. of all matenals penetrated durg drlling shall be taen at every formation chage
and every 10 feet above 200 feet and every 5 feet below 200. feet. These samples sha be
saved and maintaed on the job site by the Contrtor. These samples sha be at leas one
pint in volume and shall be kept in transparent waterproof contaers to be provided by the
Contractor. All samples shall be clearly labeled to show the depth from which they were
collected. Cloth bags and used oil cans are not acceptable contaers.
Samples shal be taen from a split sampler on the drl pump discharge and caught ina
contaier of not less th 50-gallon capacity. When possible aquifer materials are
encountered, the Contractor sha reduce his drling speed sufciently to permt accure
loggig and samplig of the hole. Every effort shal be mae by the Contrctor to ine
tht samples are representative of the materials penetrated. No payment wil be made to the
Contractor for keeping the prescribed records or collectig samples and the cost of al such
work shall be included in the amount bid for drlling in the proposa.
t"'y j;~\q::¿ vv.¡Z'''. t.i.4~''f.q! ¡VOi .-1'V
EAGLE WATERCO:MANY, mc. WELLS
PROPOSAL
TO: EAGLE WATERCOMPAN, INC.
The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in
ths Proposal are those named herein and that ths Proposal is Ìli all respects fai and without fraud;
that it is made without collusion with any ofiicial or employee of the Eagle Water Company, Inc.,
hereinafer called Owner, and that the Proposal is made without any cOlliection or collusion with
aiiy other person or firm making another proposal on ths same Contract.
Tle Bidder agrees that if this Proposal is accepted by the Owner, he will within seven (7) days afer
nqtification of the acceptance, execute the Contract with Owner in the form attached hereto and wil
at: the time of execution of the Contract deliver a perf01TianCe and payment bond, and wil to the
eXtent of tins Proposal, fush all machinery, tools, and otiier means of constrction and do all the
work and fush all materials as not provided by the Owner which are necessary to complete the
work in the maimer covered by the Specifications. Contractor shall pay for fue bond.
The bidder fl.iher agrees to begin work wit1:un sixteen (16).days after execution õffue Contract and
to: prosecute the work diligently i.mtil completed in all respects. Completion date for ths Contract
shall be within 120 days afer execution of this Contract.
The Bidder f1.1iher agrees to accept as full payment for the work proposed herein the aniount
c'omputed i.mder the provisions of the Specifications and based on the unt price or lump sum
amou.ts as set f01ih herein under fue appropriate Schedule for Items and Prices. It shall be
expressly understood that the unit prices are independent of the exact quatities involved and that
the unt prices stated herein represent a tre measure of the labor and materials requied for the
work includig any and all allowance for overhead or profit.
If fue Bidder is awarded a Contract based upon tlns Proposal, tiie surety who will provide theperfonnance and payment bond wil be --JY~.p 1"/1Svra.c,c: ~ whose
address is 761 5~ Æ... De-50 Moines (A- 56311- ;icljl.
The Bidder futher certifies that he has carefully examined the Specifications for the work; tliat he
has personally inspected the sites; that he has satisfied himself as to tlie qU3niities of materials,
items of equipment and conditions of work involved; that tliis Proposal is made according to tiie
provisions and tenus of the Specifcations; and that he is aware and has taleen into consideration all
factors wInch may affect this Proposal.
SCHEDULE A
ITEM NO.
1.
DESCRITION
Mobilization on site for üie lumn siim nrirp nf
'Pnl6 r.. ¡'Ô()stÁticl .. ---- c--- ~ dollarsand i- Co cent.
1 Lump Sum at $
."
5 000 -complete.
2.Install smface seal for the
lump SlID1 price of '.
F 11/ e. -I hDù s.4.~ f I J e. h.. ",1 ".e. dollarsand f' Õ cents.
i Lump Su.m at $- 0"
,ár;.o O' - complete.
3.Drill 8" pilot hole, collect soil samples & conduct electronic log,
450 linear feet at ü1e unit price of
ro.-t (J f i ;;~ dollarsand /J ò cents.
450 L.F. at 3)t+c. o~Per linear foot.
4.Driling 24" hole, complete, 450 linear feet ~t
the unit price of
Pi l -tT dollarsand oJ ò cents.
450 L.F. at $0"
56 ~Per linear' foot.
5.Installation of 1 6-inch casing in place, 420
linear feet at ~ ll1it price of IÇl~ .ß¡i'f
.f=""tf PI j PI =e ,. J dollarsand pö 6' Ç" cents.
c'Ji
420 L.F. at $ £~. Per linear foot.
iOilFumish and install16-inch well screen in
place, 50 linear feet at the unit price of .
an7~o hc)~J ~;:- kòrto l¡V6 c~~~~~rs
6.
50 L.F. at $J.lS ,,~Per linem foot.
'2
TOTAL FOR ITEM
(T
$ ~ (5(Jb '-,
,,11
$ £; S- C1Ò --)
$ Jò ,c156)
D ..--
" :-3) dk .Sòò/
:2)11°° DC$.~~;'
l) "
$ I:A . ;)$ () ./7
7.Furnish and install gravel filter, 5 cubic
yards at the unit price of
and ;; / g-6t¿; fo i II e.
" í'V ",;.0:-' ...... ULI.
dollars
cents.
Per Cubic Yardd ~- 06O.J -
8.Well Development, complete, 24 hours at the unitprice of .
On e. hi. rid.re.J...e iJ v-Cff t/(('"l1arsand lJ Ò cents.
24 Hours at $CO/15 -Per hour.
9.Furnish, instàll and remOVe temporaiy test pump,
complete, for the lump sum price of
--o v"" -t h,ó v.s~ .l
~ òand
dollars
cents.
1 Lump Sum at $o ~
4. Ó 0 Ò - complete.;
10.Conduct pump test, complete (24) hours at the
unit price of ,o ri e h.i ;v ve.d. .. ¡.. tt( dollarsand ¡.Z) cents.
24 Hours at $~ "1;;0 -per hour.
11.MisceUaneous Work Items, complete 20 hours
at the unit price of ,
0/1 e. h-v n,.i.-d s ~J e- -ta- ~/ v~
pD dollars
cents.
20 Hours at $ ./15 44
per hour.
/''If\ /1
TOTAL BID ~/! . j.
// // //i;../~."....
//t~- j¿x:(ft'!: ~~Idaho License No,
Sighature
¿)r e.S/.J~ - Sf e v e.s ~5oM. 1) n ¿I i ~
Title '.1. .. ~. .__...$. ~ 0 't H a.r"k¡ () rvi ~ l:. l! l s. e- .r:5 i 01 ..
Ad -ess
Dat~d this L day of .J v f'
DriIling tosta11 7/ II ò :i ,200 S-
days after awai'd.
3
,/._.""CSO$ 'l;Lj,-
óO$ tf J.6
ó/J
$ i-I; er06 --
.. .:
$ ~ 'óö
isO
$ 3.1 S" (76 --
0"
$ 161, g6S' -
":,. i 51~ 'J'tCL,---.- r O'r :J/-15"1 I
&TEVEN& (g &ON&
WELL DRILLING, INC.
3709 HAWTHORNE DRIVE. BOISE. IDAHO 83703-4529 . PHONE: [phone] . FAX: [phone]
July 6,2005
Due to differences between furnished diagram & schedule A bid items
and our inability to reach the engineer for clarification, we amend.
bid,add these options:
item 6.lOll screens 50 '$158 $7,900.00
12" screens 50'$174 $8,700 .00
head & tail pipe
1011 casi ng 251 $32 $800 .00
12"casing 25'$38 $950.00
swedge packer to 1611 1 $1600 $1,600 .00
item 7. bid sce.dule asks for GRAVEL pack,whereas engineer usually
asks for COLORAD0 SAND pack
COLORADO SAND 5 yd $675 $3~375.00
* due to mark~~iuctu~tion, steel;' I /7.:. .,1 I
/. ./'/ t:ì/ / 1/1 ...
J!fj.1 f ¡YA¡/'tr / uZ-V
prices firm for 30 days only
~)
RESPONSE NO. 6(b)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
KG.t¿lJE..r NO.. '# G: !
. .
CONTRACT
Agreement made this 2nd day of January , 1998 , between Eagle Water
Company, hereinafter Eagle and MTC Engineers, Inc. , hereinafter MTC
The parties to this agreement, in consideration of the mutual
covenants and stipulations set out, agree as follow: Eagle Hereby Contracts
with MTC, Inc. to preform all Engineering services that may be required for
the extension, upgrading and inspection of the Eagle Water Company system.
The payment for these services will be on a time and materials basis in
accordance with MTC i s standard rates.
SECTION
INSTRUMNT AS ENTIRE AGREEMENT
This instrument contains the entire agreement between the parties, and
no statements, promises, or inducements made by either party or agent of
either party that are not contained in this contract shall be valid or
binding; this contract may not be enlarged, modified, or altered except in
wri ting, signed by both parties and endorsed on this agreement.
SECTION
EFFECT OF AGREEMENT
This agreement shall inure to the benefit of and be binding on the
heirsi èxecutors, assignees, and Successors of the respective parties.
IN WITNESS WHEREOF, the parties have executed this agreement on the
XJ 9- '- X/\, :-First Party ~ 'l
Cì. ¡"itt ~7
19 ll l(t..~.M~
RESPONSE NO. 7
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
Page 1 11/2312005
IDAHO DEPARTMENT OF WATER RESOURCES
Water Permit Report 63-12559
WATER RIGHT NUMBËR: 63-12559
Owner Type
Currnt Ower
Priority Date:
Basis:
Staus:
Sourc
GROUND WATER
Benefcial Use
MUNICIPAL
Name and Addres
EAGLË WATER CO INC
172 W STATE ST
PO BOX 455
EAGLE,ID 83616-0455
(208)93:9-242
12/15/1999
Actve /
Tributary
Frbm To
1/01 to 12/31
Annual Volume
Total Diversion:
Diversion Rate
5.000 CFS
5.000 CFS
GROUNDWATER
Location of Point's) of Diversion
Twp04N,Rge 01E, S.M.
Place of Use
L3 (NE114SW1/4) Sec. 15,ADA County
Cönditionsof Api:roval:
1. 121 The Director retains jurisdicion to require the right holder tb provic: purchased or leased natural flow or
s;:red water to offet depleton of Lower Snåke River flows if needed fbr salmon migration purpose.
The amount of water required to be relêased into the Snake River or a tributary, if mieced for this
purpose,'will be determined by the Director based upon the reduction in flw caused by the use of
Wàter pursuant to this permit.
2. 01 M Aftr specìfc notification by the department, the right holder shall install a suitable measuring device or
shall enter into an agrement With. the c:partent to determIne the amount of water diverted frm
power recrdS and shall annually report the infbrmation to the departent.
3. Water bearing zone to be appropriated is frm 250 to 400 fet.
Pelnt of diversion is know as Weil #7.
Place of use is within the service area of Eagle Water Co. Inc.
4. 046 Right holder shall cbmply with the drillng permit requirements of Section 42-235, Idaho Oode.
5. 102 The right holder shall not proVi waer dIverted under this right for the irrgation of land having
appurtnant surfce water right as a primary sourc bf irrgation water except when the surface war
rights are not available fOr use. ThIs condition applies to all land with appurtenant surface watertihts,
including land converted from irrgated agricultural use to other land uses but still requiring water to
irrigate lawns and landscaping.
6. 004 The issuance of this right does not grant any right-of~way or easement across the land of another.
7. 26A Project constrcton shall commence witin one year from the date of permit issuance and shall
p.roceed dilg.ently to completion unless it can be shown to the satisfacton of the Director of the
Department of Water Resources that deiays were due to circumstances over which permit holder hadnb control. 1 .
, .
Page 2
IDAHO DEPARTMENT OF WATER RESOURCES
Water Permit Report 63-12559
Remark:
Comments:
1. LGRAVES 12123/1999 MISC
Comment: Per Applicant: p/d aka weii #7 and will be sealed to 200 feet.
2. SCURTIS 212312000 CORPORATE OFFICERS
Comment: President -Robert Deshazo, Jr. Vice Pres. . Roland Jones Secrtary - Bet Holt Treaurer. Mick DMn
3. dgibson 3/5/2004 Request for Exension of Time
Comment: Granted 2nd extension of time base on government delay. Extended proof due ele to 3/112006.
Dates and Other Information:
Permit Proof Due Date: 3/1/2006
Permit Proo Made Date:
PennitApproved Date: 3/1/2000
Permit Moratorium. Expiration Date:
Enlargement Use Priorit Date:
Enlargment Statute Priority Date:
Field Exam Date:
Date sent to State Offce:
Date Received at State Offce:
State or Federal:
Owner Name COnnector:
Water Distr Number:
Generic Max Rate Per Acre:
. Generic Max Volume Per Acre:
Swan Falls Trust or Nontrust:
Swan Falls Dismissed:
OLE Act Number:
Carey Act Number:
Mitigation Plan: False
Combined Use Limits.:
¡"
Element RevieWSdNerified Dates:
Element Last Reviewed Date Reviewer Last Verified Date Verifier Status
Verificaon Log:
Element Date Time Stamo Reviewer Log text
Water Supply Bank:
i
11/23/2005
RECEIVED
DEC 1519
Orimng Permit No. 0 3 - 99 - ú./ ,. /(J! Jl. OCÒ
Drillng Permit 1.0. Tag No. :3 1 rii/P
Water Right Permit No. ( t - i _59
Injection Peinít No.
, ,C:on.n 235-1
1211 6/96 (LDT)
WATER RESOURCES
WEaTRN REGION
State of Idaho
Department of Water Resources CK5 & 07 9 /':57..~
APPLICATION FOR DRILLING PERMIT ¿;9t.::9¥"
(FOR THE CONSTRUCTION OF A WELL)
E: Wa e:yi Iæ.
P.O. B: 45
1. Owner (pleasè print):
2. Mailing Address:
.~..
3. Proposed Well Location: Twp.
Gov' Lot No. 3 County
Street Addres of Weir Site H w
4N
Stte: ID Zip Coe: 8316
R 1,E S 15, ge. i . ec.
Telephone en) ~42
,NE 1/4 ME 1/4 SW
Cit Eàe
P.
Lot, block and subdn
4. Propos.ed Use of Well:
(J DOMESTIC: The use of water for homes, organization camps, public campgrounds, liVestock (1,000 head or les) and
any other purp in connectn therewth, includilg irrgation of up to % acre of land, if the total use is not in excess of 13,C
gpd; or any other uses,if the total use does not exceed a diversion rate of 0.04 cfs and a diversion volume of 2500 gpd.
: : Long.
lS: i + - s: It k ¡¡ llI ( # 1 Cit
G at lea na of l' + Disnc to Roa or Laii
L
Lat.
Ea
Domestic does not include water for multiple ownership subdiVSins, mobile horne parks, commercal orbusini
establishments, unless the use does not exceed a diVersion rate of 0.04 cfs and a diverson volume of 2500 gpd.
NON-DOMESTIC:( J Irrigation'
( J Stock
(Over 1 ,000 Head)
tx Municpal
( J Test
( 1 Industnal
( i Other
(Describe)
( J. INJECTION
( I MONITOR.ING: A well bore schematic and map is required for each blanketpermit.
No. of proposectweUs:. . .~ I
A. fx New well
B. Propo Casng Diameter
( J Modify
l- Per !ak~ 'efj
( J Replace 2 $ô¡-t - '.
5. Well Construction Ihfonnation:
,
16" to is"Proposeå Maximum ûepth 4( IS c3 £ ¿.
C. Anticipated bottom hole temperature: '.
be. 85~F .or less ( J 85°F to 212°F
(Cold Water Well) (Low Temp. Geo. Well)
A:Ìì/Mi$ 2U 15.$3lS. Constrcton'StartOate:
7. Anticipated Well Drifler.
NOTE: The actual w
8. Applicants Signature:
Address Of different than owner):
Cit
Tite: P.de
State:_ Zip Code: i Telephone
(Ower, Firm Representaöve, Other)
RESPONSE NO.8
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
_~l.er NO.. It/): P. 3
CITY ()FE.AGLE
EAGLE, IDAHO
SPECIFCATIONS
FOR
Eagle Water Company
Pressure Reducing Valve and Interconnection
City of Eagle - Ada County, 1D
/
August 2007
HECO Ref. No. EG 061907
Prepared By
Holladay EngineerigCompany
Payette,ID
City of Eagle, Ada County, Idaho
Eagle Water Company Pressure Reducing Valve and Interconnection
EG 061907
SPECIFCATIONS
TABLE OF CONTENTS
SECTION - 01
01110- - - - - - - - - - - - - - - - - SUMMY OF WORK
01310 - - .: - - - - - - - - - - - - - - PROJECT MEETIGS
01323 - - - - - - - - - - - - - - - - - PROJECT SCHEULE AN MONTY INSPECTIONS
01330 - - - - - - - - - - - - - - - - - SUBN.TTALS
01510 - - - - - - - - - - - - - - - - - TEMPORARY SERVICES
01520 - - - - - - - - - - - - - - - - - FIELD OFFICE AN SHEDS
01560 - - - - - - - - - - - - - - - - - B~RS
01570 - - - - - - - - - - - - - - - - - TEMPRAY CONTROLS
01600 - - - - - - - - - - - - - - - - - MATERI AN EQUIPMET
01720 - - - - - - - - - - - - - - - - - FIELD ENGINERIG
01770 - - - - - - - - - - - - - - - - - PROJECT CLOSEOUT
01785 - - - - - - - - - - - - - - - - - OPERATIONS AN MATENANCE DATA
01815 - - - - - - - - - - - - - - - - - SYSTEM DEMONSTRTION AND TRINING
SECTION-02
02051 - - - - - - - - - - - - - - - - - GENERA SIT CONSTRUCTION REQUIRMETS
02225 - - - - - - - - - - - - - - - - - TRN9liG AN BACKFILL
02510 - - - - - - - - - - - - - - - - - W Al'ERDISTRBUTION SYSl'EM
SECTION-03
03400 - - - - - - - - - - - - - - - - - PRECAST CONCRETE ITEMS
SECTION -07
07101 - - - - - - - - - - - - - - - - - CEMET BASED WATERPROOFING
07213 - - - - - - - - - - - - - - - - - RIGID INSULATION
SECl'ION - 08
08310 - - - - - - - - - - - - - - - - - MEl' AL ACCESS H. TCHES
SECTION-09
09901 - - - - - - - - - - - - - - - - - GENERA PAITIG AND COAl'ING REQUIRMENTS
SECTION -15
15041 - - - - - - - - - - - - - - - - - CHLORIATION OF DOMESTIC WATER MAINS AN
SERVICES FOR DISINFECTION
15180 - - - - - - - - - - - - - - - - - VALVES & PRESSURE REDUCING VALVES
15181 - - - - - - - - - - - - - - - - - PIPE PENETRATION SEALS
15182 - - - - - - - - - - - - - - - - - PRESSUREGAUGES
- 1 -
City of Eagle, Ada County, Idaho
Eagle Water Company PressureReduc:ing Yal"veand Interconnection
EG 061907
SPECIFICATIONS
TABLE OF CONTENTS
SECTION 01
01110 - - - - - - - - - - - - - - - - - SUMY OF WORK
01310 - - - - - - - . - - - - - - - - - PROJECT MEETINGS
01323 - - - - - - - - - - - - - - - - - PROJECT SCHEDULE AND MONTI Y INSPECTIONS
01330 - - - - - - . - - - - - - - - - - SUBNIALS
01510 - - - - - - - . - - - - - - - - - TEMPORARY SERVICES
01520 - ~ - - - - - - - - - - - - - . - FIELD OFFICE AND SHEDS
01560 - - -" - -. - -_.. - - - - - - BARRRS
01570 - - - - - - - - - - - - - - - - - TEMPORAY CONTROLS
01600 - - - - - - - - - - . - - - - - - MA TERlL AND EQUIMENT
01720. - - -.. - -. ... - ..... - - - - FIELDENGINERlG
01770 - - - - - - - . - - - - - - - - - PROJECT CLOSEOUT
01785 - _. - - - - - - - - - - - - - - OPERATIONS AN MAINTENANCE DATA
01815 - - - - - - - - - - - - - - - - - SYSTEM DEMONSTRTION AND TRAINING
SECTON 01110
SUMY OF WORK
PART 1 GENERA
1 .l DESCRITION
A. All work wil be perormed under a single contract. The contractor wil be responsible for
their work which will include:
1. Contrction of a new Pressure Reducing Station with two locations on the Eagle Water
Company water system.
1.2 LOCATION
A. Th location of the work is in Ada County, and is located in Eagle City. Page 1 of the
constrction plan identifies the location with the City.
1 .3 CONTRACTOR'S USE OF PREMIES
A. Constrction Camp: Establishieitof a camp with the proper will not be pertted.. .
B. Contractor shall at all ties conduct his option to enure the least inconvenience to the
operation of the facility.
C. The Contrctor is allowed to place an offce triler and confe storage of materals within the
pereter of the proper.
D. Preseration of Natul Featues: Confieall opeltions to lints shown for the project.
Prevent daage to suroungs. Project is within developed areas. Restore damaed ars,
repairig or replacing damaged trees an plants, at nO additional expense to the Ower.
1. Provide temporar barers to protect existing trees and plants and root zones.
2. Do notremdve, injure, otdestroy trees or oth plants without pror approvaL.
Consult with Engiee and remove agreed-on roots and braches tht interere with
constrction.
3. Do not faste ropes, cables, or guys to existg trees.
4. Carefully supervse excavatig, gradig, fillng, and other constrction operations
near trees to prevent dage.
E. Existing Utilìties: Notify Engineer and utility companes of proposed locations and ties for
excavation.
1. COntractor shall be responsible for locating and preventig daage to known utilities.
If damage occur, repair utility at no additional expense to the Ower.
2. If damge occur to an unown utility, repai utilìty. An equitable adjustment wil
be mae in accordce with the Chges clause of the contrct.
F. Hauling Restrictions: Comply with all legal load restrctions in the hauling of materials. A
special pert wil not relìeve Contractor of lìability for daage which may result from
movig of equipment.
EG 061907 01110..1
SUMARY OF WORK
1.4 SPECIA CONSTRUCTION REQUIMES
A. No special constrction requirements.
1 .5 FILD VERJICATION
A. Field verfy all new and existing dimensions affecting th work .ofths contrct beforeord.rig
products.
1 .6 CONSTRUCTION MATERIS
A. All materals, including borrow and aggregates, shall be Contrctor.furnish;
PART 2 PRODUCTS NOT USED.
PART 3 EXCUTION NOT USED.
EN OF SECTION
EG 061907 01110..2
SUMARY OF WORK
SECTION 01310
PROJECT MEETIGS
PART 1 GENERA
1 .1 PRECONSTRUCTION CONFERECE
A. Before sta of constrction, Engieer will arge an on-site meeting with Contractor. The
meeting agenda will include the followig as a mium:
1. Authorized Represetatives
2. CorreSpondence procedes
3. Labor stadards provisions
4. Payroll reort
5. Modifications
6. Paymts to Contractor
7. Acceptace/rejection
8. Constrcton progress
9. Subcontractors .
10. Documents requied uide the contrct
11. Submitt of shop drwigs, project data sales, or appoved equal
12. As-constrcted drwigsopetion an matece (O&M mauals
13. Satuday, Sunday, holiday and night work
14. Reference mateals
15. Contractor quality control
16. Liquidated damges
17. Notice to proceed
18. Constrction schedule
B. Submittls requied prior to Pre..Constrction Conference ~ The followig ite shall be
submitted a miimum of one week prior to the Preconstrction Conference. Engineer will
notify Contrctor of tetative date for the Pre..onstiction Conferce.
1. Letter designtig your Project Supntendent
2. Your proposed Constrction Progress Schedule
3. A list of subcontrctors for this project (must be same as in your proposal)
4. Written statements from your subcontractors cerfyng compliance with applicable labor
stadard clauses
5. Location of source for borrow materal (if applicable)
ê. 8tèr aÐà Waste "S.¥a-er Polfftioo Prei,eætioo PlaÐ (SWPPP) aÐà NO!
C. All items listed inust be provided to the Engieer before the Pre-Constrction Conference is held.
If all of these documents have not been received one week prior to the scheduled Pre-
Consction Conference date, the conferce will be cancelled, Notice to Proceed will not be
issued, and the Engiee will consider other contrctul remedies. Work shal not commence
tmtil wrtten Notice to Proceed has been issued.
1.2 PROGRESS MEETIGS
A. The Engieer will schedule weekly meetigs with the Contrctor.
EG 061907 01310-1
PROJECT MEETIGS
B. ,The meeting agenda wil include the follo"Wng as a rninimum:
1. Approval of minutes of previous meetings
2. Review of work progress
3. Field obserations, problems, and decisions
4. Identification of problems which impede planed progress
5. Revievi ofsubniItt..ls schedule and status of subniit+..ls
6. Review of off-site fabrcation and deliver schedules
7. Status ofproject record drwings (ninthy)
8. Status of operation and matenceda.ta mauals. (monthy)
9. Mainteance Of progress schedule
10. Corrective measures to regain projected schedules
11. Planed progress durng succeeding work perod
12. COQrdition of projected prQgress
13. Effect of proPsed changes on PlQgress schedule and coorcltion
14. Oter business relatig to work
PART 2 PRODUCTS NOT USED.
PART 3 EXECUON NOT USED.
EN OF SECTON
EG 061907 01310-2
PROJECT MEETGS
SECTION 01323
PROJECT SCHEULE AN MONTY INSPECTONS
PART 1 GENE
1 .1 DESCRTION
A. Sum: The work of ths section consists of project schedule requirenentsincluding
prepartion of a project schedule, schedule upte, schedule revisions and time impact .analysis.
The project schedule shall be based upon the Critical Path Metod (CP for planing,
scheduling and reportg progress of the Work.
B. Puose: The purse of the projec schedule is to ene adequate planing, coordination,
scheduling, and reprtg durg execution of the work by the Contrctor. The project schedule
will assist the Contrctor and Engiee in montorg the progress of the work, evaluatig
proposed chages, and processg the Contrctts monthy progres payment.
C. Softare: The softare shall be the lates version of Prver Project Planer (P3), SureTra
Project Scheduler, Microsoft Project, or appoved equal. The Contrctor shall provide to the
Engineer a licened copy of the soft used for the prject schedule and a softe referce
maual. The softe and referce maua will be reted to the Contrctor at completion of
the Contrct.
1.2 SUBMIALS:
A. Project Sche.dule: Afer contrct award and befor the Pre-Contrction conference, submit one
electronic copy on PC compatible CD-ROM and 2 paper copies of the proposed project schedule,
and accompanyig CPM Schedule Repor.
B. Project Schedule Updates: On or before the 7th day precedig the progress payment request date,
submit estimates of the pecent completion of each schedule activity and necessa suorg
data. Provide two paper copies and one electronc copy.
C. Project Schedule Revision and Time Imact Analysis: Submt one electonic copy and two paper
copies of a Time Impact Analysis. Each Time Imact Analysis shall include a Fragmentar
Netork (Fragnet) demonstrtig how the Contrctor proposes to incorporate a modification,
change, delay, or Contractor request into the project schedule.
D. Schedule of Values
1. Afer contract award and before the Pre-Constrction conference submt a schedule of
dolla values based on the Contrct Bid Schedule. Breadown each lump-sum bid item into
component par of work for which progres payments may be requested. The total cost
for the compnent par of work shal equa the bid amount for tht lum-su item. The
Engineer may request data to verfy accuracy of dollar values. Include mobilization,
geeral condition costs, overhead and profit in the tota dollar value of unit price ites and
in the component pars of work for each lum-sum item, as described below. Do not
include mobilzation, generl condition costs, overhead or profit as a separate item.
2. Do not brea down unt prce bid items. Use only the bid amount for unit price items.
3. The total cost of all items shall equal the contract su. The Schedule of Values will form
the basis for progress payments.
EG 061907 01323-1
PROJECT SCHEDULE AN MONTHLY INSPECTIONS
4. An acceptable Schedule of Values shall be agred upon by the Contrtor and Engineer
before the firs progress payment is processed.
1.3 PRELIMINARY REQUIMENTS
A. Meeting: The Contrctor shall meet with the Enginee on the day of th prectrcton
conference to conduct a joint review of the project scheule requiremets 'Of the contrct to assure
the Enginee of the Contrctots and subcontractors' underdig of the reqents of this
section.
B. Contractots Schedule Representative: Before or at the preconstrction confere, designte in
wrtig and provide the quaifidations of an authoredrepreentativeinthe0otrctots
orgiztion who shall berespnsible for coordinatig wìth the Engiee durg th preptionand maintence of the project schedule.
1 .4 PROJECT SCHEDULE
A. Schedule Developent:
1. The late fiish date shown on the schedule shll be the sa date as the las day of the
contract perod.
2. The Contrcto shal use the Precedence Diagr Method (pDM) with limted use of lead
or lag duration's betwee schedule actvities. Th Contrctos prec schedule shal
consist of procurmet activities (including mobiliztion, submittal, an the fabrcation and
deliver of key and long-lead pruremt ite) and cotrtion acvities.
3. The Contrctor's project schedule shall consist of, bu not be limte to, th followig for
each activity:
a. Idenfy each and ever activity numbe with numercal degntion (mamu
5-digit). Numberg of actvities shal be in inements of 10 digits.
b. Concise descrtion of the work repesented by the actvity (mamum 48
chaters ). Avoid the use of non-stadard abbrevation. The work related to each
activity shal be limited to one work trde.
c. Activity durtion in whole workig days with a maim durtion of l5 wor days
each, uness otherse appoved by the Engieer, except for non-constrction
acvities includig mobiliztion, sh drwig and sale submtts, fabrcation of
mateals, deliver of materals and equipmnt, and concret cug.
4. hi developing the project schedule, en tht subcontrctor work at all tier, as well as
th prime contrtor's work, is included and coordte in the project scheule.
5. The project schedule as develope shall show the sequence and intedepdence of
activities required for comlete peormce of the work. Ensure all work sequeces ar
logica and the project schedule shows a coordiated plan of the work.
6. Proposed duration assigned to each activity shal be the Contrctor's best estimate of tie
required to complete the activity considerng the sco and reures planed for the
activity.
Resource loading of each activity shalist all peronel by labor category and equipment
tye and capacity proposed to complete the activity in the duration shown.
8. Consider seasonal weather conditions in planing and scheduling all work influenced by
high or low ambient temperatues, wid and/or precipitation to enure completion of all
work within th contract tie. Show anticipated weather conditions on project calenda.
B. Joint Review, Revision, and Acceptace:
EG 061907 01323-2
PROJECT SCHULE AN MONTLY INSPECTONS
1. Withn seven calendar days of receipt of the Contrct(.r'sprQPosed project schedule, the
Engineer and Contrctor shall meet for joint review, corection, or adjustment of the
proposed project schedule. Any areas which, in the opinion of the Engineer, cotiict with
timely coniletiOI of the prject shall be subject to revision by the COItractor.
2. hi the event the Contractor faíls to defue any element of work, activity, or logic, and the
Engineer revew doe not detect ths omissiOI or eror, such omssoi (.1' eror, when
discovered by the Contractor or Enee, shl be corrected by the Con..ctorat:t~n.~t
monthy project schedule update and shal not afect the cOItrct tie.
3. With seven calenda days aft the joint review beee the Contractor and Engin~er, the
Contrctor shall revise and resubmt the project schedule in accordace with agreeents
reacheddi.gthe jointreview.
4. Upona~eoftheproj~t $chedulebytheEngieer, the project schedule wiU ~tised
tOe¥luate:teiCon;trai;Orsit~~~pplications for payient based \lpon inoriti()n.
developed at the monthy project schedule update meetig,
1.5 PROJECT SCHEULE UPDATES
A. Geer: Updte the project schedule OI a monthy basis thoughout the enti contrct tie.and
untilproj.ect substatial comletiOI. The sttu date of each schedle updte shall be the 7th day
preceding the progress payment request date.
B. Procedure: Th Contrctor sha met with the Engieer each mOIth at a prject schedule update
meetg to review actual prgress made though the st date of th project schedule upte~,
including dates activities were staed and/or completed and the pecetage of work completed on
each activity stad and/or completed.
c. Progres~yients:Themonthy uptig of th prject schedule shl be an integr par of the
process up whichprogrs paymts wi be mae unde th cont. If the cOItractor fails to
provide schedule uptes or revsions, th a porton of his monthy payment may be retined
until such corrections have be made.
1 .6 PROJECT SCHEDULE REVIIONS
A. Requi RevisiOIs: If, as a result of th monthly schedule upte, it apps the project schedule
no lOIger repesen the acl prosecuton and progrss of the work, the Engiee will request,
and the Co:ntrctor shal submit, a revision to the project schedule. The Contractor may also
request reasonle reviions to the project schede in the event the Contrctor's planng for the
work is revised. If the Contrctor desires to ma chages in the project schedule, the Contractor
shall noti the Engieer in wrtig, sttig the ren for the propsed revision. Accepd
revision will be incororated into the project schedule at the next monthy schede updae.
B. Procedure: If revision to th project schedule is contemlated the Contrctor or Engiee shall so
advise the other in wrtig at lea seven calenda days pror to the next schedule update meetig,
descrbing the revisiOI and setg for th reons therefore. Governent-requested revisions to
the project schedule will be presente in wrtig to the Contractor, who shal respond in wrtig
within seven calenda days.
1 .7 TI ll ACT ANALYSIS FOR CONTRACT MODIFICATIONS, CHANGES, DELAYS, AN
CONTRACTOR REQUESTS
A. Requirements: When contract modifications or changes are intiated, delays ar expênced, Ù'r
the Contrctor desires to revise the project schedule, the Contrctor shall submit to the Engine a
EO 061907 01323-3
PROJECT SCHEDULE AN MONTHLY INSPECTIONS
wrtten time impact analysis ilustrtig the infuence of each modification, chage, delay, or
Contractor request on the contrct time.
B. Time Extensions: Activity delays shll not automatically mean that an extension of th contract
tie is waranted or due the Contractor. It is possible tht a modification, chage, or delay will
not affect existing critical path activities or cause nOn-critical activities to become criticaL. A
modification, chage, or delay may result in only absorbing a par of the available total float that
may exist withn an activity. chain of the projectschednle, thereby not causng any effect on the
contrct time. Time extensions will be grted in accordance with the ters of the contrct.
C. Float: Float is not for the exclusive use or benefit of either the Owner or the Contrtor.
Extension of the contract time will be granted only to th(i extet the equitable tie adjusti.to
the activity or activities affected by the modification, chage, or delay exceeds the total (psitive
or zero) float of a crtical path actvity and (ixtends th C9::itrct completion. date.
D. Procedtle:Each time impact analysis shallpe submittd wit11ii thetimepeod stated in areqU(ist
for propos, or the time perod designted under the clauses entitled Changes or Default. In cas
where the Contractor does not submit a Wrttei request for extenion of time and a tie inact
analsis with the designated time, it is mutully agree that the parcular modification, change,
delay, or Contractor request does not require an exteniQn oftlecon!act tie. Bpøn accèptace,
the time ilTPactanalysis sOOlbe incororated into the project schedule at the next monthy
schedule update.
1 .8 MONTY INSPECTIONS
A. Project record drawigs as specified in Section 01770.
B. Opation and manteance data bider as specified in Secon 01785.
PART 2 PRODUCTS
PART 3 EXCUION
NOT USED.
NOT USED.
EN OF SECTON
EO 061907 01323..
PROJECT SCHEDULE AN MONTLY INSPECTIONS
SECTION 01330
SUBMIALS
PART 1 GENERA
1 .1 DESCRION
A. The wötko£thiss~ction consists of submittl requirements before and durng constrction.
1 .2 RELATED REQUINTS
1.3 SUBMmAL AN APPROVAL PROCEURS
A. As specified in the individual sections, forward submttls to Engieer at least 30 days before
need for approval. Unless a different numbe is specified, submit one reroducible origial and
thee copies of each shop drwing, four copies of maufactuets cataog sheets (cut sheets), four
specimens of each
Såle, and four
copies of all other submittals requested.
1. Shop Drawigs: Include the followig informtion with each copy of shop drawings:
a. Date.
b. Date of revisions (when aplicable).
c. Contrctor's cerfication tht shop drwig has been checked for complìsnce with
contract documents.
d. Detals of fabrcation, assembly and erection including connections and engagent'
to contiguous work.
e. Materials used.
f. All reuied dimensions.
g. The te "by other" shall not be use. All work to be peormed by otherska1be
identified by Contrctor or subcontrtor nae, discipline, or trade.
2. Samples: Samples shall be large enough to ilustrate clealy the functional chaaötestcs
and full range of color, textte, or patt.
3. Manufactuers' Catalog Sheets: Submit o1ly peent pages; mak each cöpy of stdard
prited data to identify specifc produets proposed for use.
4. Manufac's Inllation Instrction: When contrct documents require compliance
with inufactuets prted instrctions, provide one complete set of instrctions for
Engieer and keep another complete set of instrctions at the project site until substatial
completion.
B. Engieer reserves the right to require submtts in addition to those called for in individual
sections. If the contrctor inteds on supplyig materials that differ from the salient
chaacterstics specified in the individual section, th a submittl will be required.
C. Approved Equals:
1. For each item proposed as an "appved equal," submt suportg data, includig:
a. Drwigs and sales as appoprate.
b. Comparson of the characterstcs of the proposed item with tht specified.
c. Chages required in other elements of the work because of the substitution.
d. Name, address, and telephone number of vendor.
e. Manufactuer's literatte regarding instllation, operation, and maintenance,
including schematics for electrcal and hydraulic systems, lubrication requirements,
EG061907 01330-1
SUBMITTALS
and par lists. Descrbe availabilty ofmäinteiance. serce, and state source of
replacemèlt materals.
2. A request for approval constitutes a repesentation tht Contrctor:
a. Has invetigated the propo item and dêtenined that it is eqtilör supor in all
respects to.tht spfied.
b. Wil provide the samewatiesror the prosed iteniasforthe ite specified.
c. Has deteed that the proposed item is compatible withinteroing item.
d. Wil coordinate the installation of an approved item and make all changes required
in other elements of the work because of the substitution.
e. Waives all clais for additional expnses tht may be incured as a result of the
substitution.
D. Coordinate all submitts and review them forlegiòi1ty,accurcy, completeness, and comliance
with contrct requirements. Forward submittals that are related to or affect one another as a
package to faciltate coordinated review. Each trttl shall contain only data specific to tht
individua submittL.
E. Submittal Identification:
1. Contrctor will provide a project identification st which shall be applied by the
Contractor. Identification shall include the Ower nae-package number, project title,
contract number, and trsmttl number.
2. All sets of shop drwings, maufactuer's cataog sheets, samles, and other documts
submittd to the Engieer must have the identification infortion stamped on the
submittL. If the material is bound it will not be necessar to stam ever page, but clealy
sta the cover page with the identification sta.
3. Identification information shall be applied to the bottom right magi on each page.
Identification inormtion on samples shall be applied to the most readily visible area on
the sample or on tags attched to sample.
F. Submittal Numberig:
1. Numbe each submittl consecutively.
2. For re-submittls use the origial submittal number, plus a letter sufx beginning with A.
3. Additional re-submittls of the same item shall contai the origial number with the next
consecutive letter.
G. Engineer's Review:
1. Submittals will be retued disapproved without techncal review if identification
informtion is missing, not filled in, or if placed on the back of the submittl; an incorrect
number or formt of submittals is provided; the trsmttl form is incorrectly filled out; .
submittals are not coordinated; or submittals do not show evidence of Contrctor's
approval.
2. An work done or orders for materals or seces placed before approval shall be at the
Contractor's own risk.
3. Afer reviewing submittals, the Engieer will retu one copy of applicable (maked up)
submittl sheets to the Contractor. Shop drwing review notations wil be retued on the
repoducible origial shop drwing. All other submitted items will be reained. The
Contrctor is responsible for producing additional copies for his/her own use.
4. The retued submitti will be marked in one of thee ways as defined below:a. APPROVED: Acceptable with no corrections.
EG 061907 01330~2
(;T T' l.Æl' A T 0
b. APPROVED WIT NOTATIONS: Minor coeetiOls oriclarfications required.
All comments are clear and no fuer review is required. TheC011trctor shall
addrss a11..review coniments when proceeding with the work.
c. DISAPPROVE - RESUBMI: Rejected as not in accordace with the contrct or
as requing major corections or clarfication. The Engieer wil1idetify the
reasons for disappovaL. The Cotrto shal revse and resubmit with changes
clealy identified.
PART 2 PRODUCTS NOT USED.
PART 3 EXECUION NOT USED.
END OF SECTION
EG 061907 01330-3
SUBMIALS
SECTON 01510
TEMPORAY SERVICES
PART 1 GENERA
1 .1 DESCRTION
A. The work of ths section consists of providing tempora serices required for Contractors
performce of the work of this contract.
1 .2 RELATED REQUIMENTS
A. Section 01520 - Field Offces and Sheds.
B. Section 01570 - Temporary Controls.
PART 2 PRODUCTS
2.1 GENE
A. Temra materals may be new or us4~ ~iit tnt be a4equate in Cap9ity fortbe requied
usage, must not create unsafe conditions, and must not violate requients of applicable codes
and stadads.
2.2 SANARY FACILITIES
A. Provide and matain teora toilet facilties in accordace with State Heath Depart
requirements.
B. Suffciently lighted and ventiated toilet facilities in weatherproof, sightpooÎ,hadicap
accessible,. studyenclosures with prvacy locks.
C. Provide separate facilities for men and Women.
2.3 FI PROTECTION EQUIME
A. Ex.tinguisher shall have a minimum uL rating of2-A:10-B:C.
PART 3 EXECUTION
3.1 ELECTCITY AN LIGHTING
A. Make argements with utility company for metered connection to ex.stig iitiIìty .and.pay all
costs.
B. Tempor Electrcal: Temorarelectncal vÝòrk slial1.meetrequirements.ôf"NFA.7Ö(NEC),
Arcle 305.
C. When temprar connections are removed, restore existg utility serces to thei original
condition.
EG 061907 01510-1
TFMPOR Å RV ~i:i:nlTri:~
3.2 HEATING, VENTILATING, AND COOLING
A. No temporar heating, ventilation or cooling is required for the project.
3.3 TELEPHONE
A. No telephone service is available on site for Contractor's use. Make arrangements with
telephone çompanY and pay all costs.
3.4 WATER
A. Make connections to existing facilties for potable water. Ower wil pay costs for watêttised.
B. Furnish cool, potable water for constrction personnel in locations convenient to work
stations.
3.5 SANITARY FACILITIES
A. Place in approved locations secluded from public observation and convenient to work
stations. Relocate as work progress requires.
B. Maintain and clea toilet facilties at least weekly.
C. Completely remove sanitary facilities on completion of work.
3.6 FIRE PREVENTION AND PROTECTION
A. Responsible Person: A capable and qualified person shall be placed in charge of fire
protection. The responsibilties shall include locating and maintaining fire protective
equipment and estblishing and maintaning safe torch cutting and weldig procedures.
B. Hazard Control: Take all necesa preutions to prevent fire during cofitrctiöt. DOnot
store flamable or combustible liquids in buildings or manholes. Provide adequate
ventilation during use of volatile or noxious substces.
1.
Spark Arresters:
Written determinations of periods and areas of potential fire hazd wil. be issued by
Engineer.
Equip all gasoline or diesel powered equipment used during periods ofpotential.fire
hazds or in potential forest and grass fire locations with spark arresters approved by the
USDA Forest Service..iiê
C.
2.
D. Service and Refueli~g Ar~as: Locate areas a minimum of 50 feet from buildings. Shut dpwn
equipment before refueling.
E. Smoking: Smoking within buildings or tempora storage sheds is prohibited.
F. Welding: Cutting by torch or welding shall be performed only when adequate fire protection
is provided.
EG 061907 01510-2
TEMPORARY SERVICES
3.7 PROTECTON EQUIMENT REQUID
A.
1.
')...
B.
EG 061907
Buildings:
Furish a minimum of one extiguisher for each 1,500 squae feet of area or major
fraction thereof.
Travel distance from any work station to the nCãrcstextinguisher shall nûtexceed 75 feet.
Vehicles and Equipment: Provide one extinguisher on each vehicle or piece of equipment.
EN OF SECTION
01510-3
TEMPORAY SERVICES
SECTON 01520
FILD OFFICES AN SHEDS
PART I GENRA
i.i DESCRON
A. The requirements of ths section consist of fuishig, locatig, and removig tempor
strctues, equipment, and fuishings.
1 .2 RELATED REQUIMENTS
A. Temporar servces - Section 01510.
PART 2 PRODUCTS
1 .3 CONTCTOR'S FI OFFCE
A. The size of this project does not likely reuie a field offce. Onite materal storge wìll be
pertted in the imediate project location.
B. If a site office is deemed necessar, contrctor shall coodinate wìth the Ower as to the size and
location of the facilties.
1 .4 STORAGE SHEDS
A. Temporar weatherght sheds or other covered facilities for strage of materals subj ect to
weather daage. Numbe and size of strctues shall be subject to Engineer's approvaL.
PART 3 EXECUTON
1 .5 STRUCTUS
A. Locate where directed by Engineer, a miimum of 50 feet from peranent strctues.
1.6 REMOVAL
A. Remove strctues, equipment, and fuishigs, and terte serces after punch list is 100
percent completed or when directed by Engineer.
END OF SECTON
EG 061907 01520-1
FILD OFFICES AN SHEDS
SECTION 01560
BARRS
PART 1 GENE
1 .i DESCRITION
A. The work of this section consists of fushing, intallng, and maintaining barers to protect
existing facilities and the public from constrction operations.
PART 2 PRODUCTS
2.1 GENRA
A. Materal may be new or used, but shall be suitable for intended purose. Fences and barers
shall be strctually adequate and neat in appearance.
2.2 FENCING
A. Safety Barer Fence: Orange plastic fence, minimum height, 4 feet.
2.3 BARCADES AN SIGNS
A. Manual on Uniform Traffc Control Devices (MTCD), Par VI, 2003 edition.
2.4 LUMER
A. Free of nails, large knot holes and splinters.
2.5 BARR TAPE
A. Baner Guard, imprted with "CAUTION: CONSTRUCTION ARA", maufactued by
Reef Industres, Inc., Houston, Texas, or approved equal.
PART 3 EXECUTON
3.1
A.
B.
C.
D.
E.
EG 061907
PROTECTION OF PUBLIC
Fence, baricade, or otherwise block off the immediate work area to prevent unauthorized
entr.
Erect and mantain barcades, lights, dager signals, and waring signs in accordance with
MUCD-2003.
TIunnate barcades and obstctions at night; keep safety lights buring from sunset to
sunise.
Adequately barrcade and post open cuts in or adjacent to thoroughares.
Protect pedestran traffc by guardrails or fences.
01560-1BARRS
F. When pedestan trffic is detoured onto a roadway, provide temporary walkways with
protection as required at ends and overhead. For walkways, use lumber ruing parllel to
direction of trffic movement and provide rams at changes of elevation.
G. Cover pipes, hoses, and power lines crossing sidewal and walkways with troughS.using
beveled edge boards.
H. Erect and maintain sufficient detour signs at road closures and along detour routes.
3.2 BARR TAPE
A. histall as required around constrction area where constrction is suspended or wheredI'ted
by Engieer. Keep a minimum of two rolls on site at all times.
3.3 REMOVAL
A. Completely remove barers no longer neeed when aproved by Engiee.
END OF SECTON
EG 061907 01560~2
BARRS
PART 1
SECTION 0 i 570
TEMPORAY CONTOLS
GENERA
1 .1 DESCRITION
PART 2
A. The. work of ths sectioiicoiisists of providiii tempora coiitrols.
PRODUCTS NOT USED.
PART 3 EXECUTON
2.1 HOUSEKEEPING
A.
B.
C.
D.
E.
2.2
A.
Keep project iieat, orderly, aid m a safe coiditioiiat all times.
Provide enough coiitaiiiers for collectig constrction debrs aid coiistrctioii materials.
Wet down dr materals aid rubbish to preveit blowiiig dust.
Kee volatile wastes in covered coiitamers.
Utilize excavated material as soon às possible.
DISPOSAL
Dispose of e:xcessexcavated materal (iiicludiiig rocks aid boulder) thtCa1ot be used in
coiistctloii outside the Proper.
B. Uiiless otherise specified, all reiovedmateral beconies theptoper of the Contractor aid
shall be disposed of outside the Proper.
C. Imediately reove hazdous rubbish from project site. Place other constrction debris in
refuse contaiiier at least daily. Dispose of refuse at leat weekly, in a legålmamer,at public
or private dumping areas outside the Propert. Do iiot bur or burrefùe inside the Proper.
2.3 A1 AN WATER POLLUTION CONTROL
EG 061907
A. Take all necessa reasoiiable measures to reduce airaid water pollutioii by aiy materal or
equipmeit used durg coiistrctioii.
B. Do iiot dispose of volatile wastes or oils iii storm Or sarrtaty draiiis.
C. Do not allow waste materials to be washed into streams or bodies of water.
D. Seed slopes, as specified in Section 02923, as 800ii as possible to prevent erosion. If it is
impossible to preveit erosion, the Eiigiiieer may require cOnstrctioii of sedimeitation basiiis
to preveit water pollution.
END OF SECTION
01570-1
TEMPORAY CONTOLS
SECTON 0 i 600
MATERI AN EQUIME
PART i GENERA
1 .1 DESCRITION
A. The work of this section consists of the general procedures for handling,8toring,andprotecting
materal and equipment.
1 .2 TRASPORTATION AN HALING
A. Arange deliveres of materals in accordace with constrction schedules; coordinate to avoid
conflict with work and conditions at the site. Deliver materals in undaged condition, in
maufactuer's orgi contaers or packagig, with identifyg labels intact and legible.
Contractor is encouraged to obtain materals in biodegrdable or recyclable/reusble packagig
which uses the mium amount of packagig possible.
1 .3 STORAGE AN PROTECTION
A. Store materals in accordace with maufactuer's instrctions, with seals and labels accessible
for inspection.
B. Interor Storge: Maita tematu and humdity with the rages requied by
maufactuer's instctions.
C. Exterior Storage:
1. Store products.subject to dage by the elements in weather tight enclosures.
2. Store fabricated products above the ground, on b10ckìng or skìds; prevent soiling or
stainìng. Cover products subject to damge or deteroration with imerous sheet
...cover~; provide adequate vetilation to avoid condensation.
3. Store loose granular materals in a well-dined area on solid surces topreveitmixing
with foreign matter.
D. Protection After Installaton: Provide adequate covergs as necessa to protect installed
materials from dage resultig from natual elements, traffic, and subsequent .constrction.
Remove when no longe needed.
PART 2 PRODUCTS NOT USED.
PART 3 EXECUTION NOT USED.
END OF SECTON
EG 061907 01600-1
MATERI AN EQUIPMENT
SECTION 01720
FIELD ENGINERIG
PART 1 GENRA
1 .i LAYOUT OF WORK
A. Items shown on the plans which require locations to be surveyed shal be staed one time only.
CONTCTOR is responsible to mantain offset marles, hubs, nails, lath, and other physical
monuments set by the sureyor or surey crews. CONTRACTOR is respnsible for maintaining
marks wrtten on lath, flags or pavement.
Re-stakng is not considered incidental to the contrct. If, based on the CONTCTOR's
request, any mak, hub, nail, lath or other physical monument that was prevously set by the
sureyor or survey crws is re-staed, then payment shall be made by CONTCTOR to
:EGINER based on the ENGINER'S hourly rates.
CONTCTOR shall provide a minimum of 48 hours notice pror to requesting stes set by the
surveyor or surey crew.
Re-establishig project control monuments is not considered incidental to the contract.
ENGINER shall make project surey control monuments plain and visible to the
CONTCTOR. CONTCTOR shall not destroy any surey control mQI1ument estblished by
:EGINER, unless the surey control monument is in direct line with the constrction of â. road,
water line,. sewer line, trench or other excavation necessa for the completion of the project.
Surey control monumts which are moved, distubed or destroyed by stockpiling, equipmet
movement, hauling or other activities not diectly related to earwork or trenchig, shall be re-
established at CONTCTOR's expense.
B.Existi~ Mon1lents: All bench maks, land comers, andtriangulatiån points,estàblishedby other
sureys, existing with the constction area shall be presered. If existig monuments interfere
with the work, secure wrtten perssion before removing them.
Any proper monument or prope controllng monument shown on the plans which are moved,
distubed. or destroyed durng the course of constrction shall be reset by a licened Professional
Suteyoratthe expense of the CONTCTOR. (See Idao Code 55-1613)
c.Locations and elevations shown on the drawings maybe subject to minor field adjustent by
Engineer before constrction. Contractor shall imediately notify the Engineer of apparent eror
discovered on the drwings or in the. initial stakeout. If chages in staeout are required, Contrctor
shall cooperate with Engieer in prompt establishment of the field control for altered or adjusted
work.
1.2 QUANTY SURVEYS
A.Quantity sureys shall be conducted, and the data derved from these sureys shall be used in
computig the quantities of work performed and the actual constrction completed and in place.
B.The Contrctor shall conduct the origial ard fial stmeys and sureys for any periods for which
progress payments are requested. All of these sureys shall be conducted under the direction of a
representative of the Engineer, unless the Engineer waives this requirement in a specific instace.
EG 061907 01720-1
l:TCT n 1:")Tl"n,.,.'Onr,,
The Engineer shall mae such computations as are necesar to determine the quatities of work
performed or finally in place. The Contractor shall make the computations based on the sureys for
any periods for which progress payments are requested.
C. Promptly upon completing a surey, the Contractor shall fush the origials of all fieldnotes and
all other records relatig to the sureyor to the layout of the work to the Enginee, who shall use
them as necessary to determine the amoUht of progress payments. The Contractor shal1 retan
copies of all such material fushed to the Engineer.
PART 2 PRODUCTS NOT USED.
PART 3 EXECUON
3.1 SURVEY STAKG SHAL INCLUDE TH FOLLOWlG:
A Offsets to stonn sewer lines, manoles, catch basins and inet strctues. Offset distaces and
stationing shall be as dìrected by the CONTCTOR or per plan. Offset monuments for piping
wil not be set at less th 25 foot stations. Cut values shal be given to the inver of the pipe (ie),
bottom ofinole or strctu, anlÌ rim of maole or strctue to the nearest 0.01 foot, basd on
the design plans, or accepted engieerng practice. Two offset monuments shl be set, if requested
by the CONTCTOR, if a lie is necessa for the intalation of a catch basin or other stor
sewer strctue.
B. Offsets to sanita sewer lines, maoles, and serces. Ofset distaces and stationig shalbe as
diected by the CONTCTOR, or per plan. Offset monuments will not be set at less th 25 foot
stations. . Cut vaues shal be given to the inver of the pipe (ie), bottom of maole or strctue, and
rim of rnole or strcte to the nearest 0.01 foot, based on the design plans, or accepttd
engIecmngpr¥ctiee....Two offset monuments slill be set, if requested by the CONTCTOR, if a
line is necessar for the installation of a catch basin or other saita sewer strtue.
C. Offsets to water lines, tee's, angle points, hydrts and servces. Offset distaces shll be as
directed by the CONTCTOR, or per plan. Cut values will not be given for water lines, tees,
angle points, hydrts or serces.
D. Street curb. .offset distaces shall be as diected by the CONTCTOR, or per plan, at even
station interals; horiontal cure PC's, PT's and radius points; and vercal grde break. Offset
monuments will not be set at less than 25 foot stations. Cut values shall be given to the Top :aack of
Curb (TBC), unless otherwse indicated by the CONTCTOR.
E. Slqpe Stakes.Slopes~esshall be setwherethedesign.slopecatehes the existinggrou¡d, per plan.
Slope stakes stationÙlg wil not be set at less th 50 footstations, or at such stationing as.giected
by the CONTRCTOR necessar to faciltate excavation or installation of design slopes. Slope
stae monuments will be staked to the nearest 0.3 feet, with reference maks set behind the slope
stake. Slope stakes shall indicate the cut to the hinge point, offset to the hinge point and design
slope.
END OF SECTION
EG 061907 01720-2
FILD ENGINERIG
SECTION 01770
PROJECT CLOSEOUT
PART 1 GENERA
1.i DESCRITION
A. The work of this section conists of fial cleanup, closeout submittls, and final inspection
procedurs.
PART 2 PRODUCTS
2 .i CLEANG MATERS
A. As recommended by the maufactuer of surace to be cleaned.
2 .2 POSTED OPERATIG INSTRUCTIONS
A. Frame instrctions unde nonglar glas$ or approved lamatedplastic. In areas where opating
instctions are subject to sunlight or moisture, provide weather-resistg materals.
PART 3 EXCUTION
3 .i POSTED OPERATING INSTRUCTIONS
A. As specified in the individual sections. Furish operatig instrctions attched to or po.sted
adjacent to equipment. Include wing diagr, control diagrs, control sequence, st-up,
adjustment, opeation, lubrication, shut-down, safety precautions, procedures in the event ofequipment failure, and other items of instrction recommended by the manufactu.
3 .2 CLEANG
A. Before scheduling the final inspection, remove all tools, equipment, surlus materals, and
rubbish. Restore or refinish suraces tht are damaged due to work of ths contract to original
condition. Remove grease, dirt, stains, foreign materals,. and labels from finished suraces.
Thoroughly clean building interors. Pick up all constrction debrs from the site. At time of
final inspction, project shall be thoroughly clean and ready for use.
3 .3 PROJECT RECORD DRAWIGS
A. Maintain one complete full-size set of contract drawings and one full-siz set of vendor-supplied
drawigs. Clearly mak changes, deletions, and additions to show actul constrction conditions.
Show additions in red, deletions in green, and special instrctions in blue.
B. Keep record drwings curent. Make record drwings available to the Engineer for inspection at
the time of monthly progress payment requests. Ifproject record drwings are not current, the
Engineer may retain an appropriate amount of the progress payment.
C. On completion of the total project, submit complete record drawings. Include aU shop drwigs,
sketches, and additional drawings that are to be included in the final set, with clear instrctions
showing the location of these drwings.
EO 061907 01770-1
3 .4 CLOSEOUT SUBNI ALS
A. Submit before final inspection request.
1. Project Record Drawings: As specified above.
2. Guarantees and Bonds: As specified in individual sections.
3. Spare Pars and Materals: AJ specified in individual sections.
4. Opation and Maintence Data: AJ specified in individual sections and Section 01785.
5. Keys and Keying Schedule: Submt all keys including duplicates. Wire all keys for each
lock securely together. Tag and plainy mak with lock numbe, equipment
identification, or panel or switch number, and indicate location, such as building and
room name or number.
6. Opating Tools: As specified in the individual sections.
7. Special Tools: One set of special tools required to operate, adjust, dismatle, or repair
equipment. Special tools are those not normally found in possessioIl of mechaics or
maintenace peronnel.
8. System Demnstation and Trag: AJ specified in individual sections and Sectiòn
01815.
9. Mechacal and Electrcal Syst: Verfy the followig in wrtig:
a. All system are complete.
b. All sysems have be properly sted and are opertiona.
c. All controls ar complet and opertionl, and sequences have be checked and
are fuctioning proprly.
3 .5 SUBST ANrA COMPLETION AN FINAL INSPECTION
A. Substantial completion and paral utilition shall be deteed in accordace to the GeneralConditions. .
3 .6 FIAL ACCEPANCE OF TH WORK
A. Final acceptace of the work shall be detered in accordace to the General Conditions.
END OF SECTION
EG 061907 01770-2
PRO mrT ('()~P()T TT
SECTION 01785
OPERATION AN MAIANCE DATA
PART 1 GENERA
1 .1 DESCRWION
A. The work of this section consists of furishing operation and mantenance data manuals.
1.2 RELATED WORK
A. Project Record Drwings - Section 01770.
1.3 SCHEULING
A. At star of project, .beginaccurulatigopetionand maintenance data and initite an index.
Intal and index all data in hinder with 30 days af delive .of item.. As custom wrttendata and test results are produced, add them to the operation and maintenance data file.
B. Keep option and maintenance data curent. Make opation and:itenance hindersavailable to the Engieer for inspction at the tie of monthly progrss paymt requests. If
opertion and mateance binders. are not curent the Engieer may retai an approprate
amount of the progress payment.
C. Before scheduling a fial inspection, fuish two complete sets of operation and maintencedata to Engieer for review. Should Engieer. fmd maual to be substatially incomplete, the
fial inspection will he delayed.
D. Within 30 days following receipt of review corments, delive four completed sets of Operationand Maitence data.
PART 2 PRODUCTS
2.1 BINERS
A. White, cormercial quaity, hard back, thee-rig, 2-inch maimum rig size, lever-lockig tye
slant rig, with clear window pockets on front and side. Cardinal Slant-D Rig, i:ufactuedby
Atapco Offce Products Group, St. Louis, Missour; View SlantRng, maufactued by E-Z-D
Premiere View Binder, ':or.ce, Californa; or approved equal.
2 .2 INEX SYS1'M
A. Index sheet with mylar reinoreed edges at binder holes and tabbed divide sheets with mylar
reinforced edges and pre-prted numbered tabsali$Ied with numbe
and title . lines on indexsheet Cardi One-Step, manufactu.ed byAùipco Office Products Group, St. Louis, MisSOl;i;
Aver Ready Index, manufactued hy Aver Denson, Covia, California; or approved equal.
PART3 EXCUTION
3.1 FORM
EG 061907 01785-1
A. Provide four complete sets of data.
B. Number multiple binder volumes consecutively.
C. Cover Sheet: Identify the project title, location, park, contract number, prime contractor'sn;a:e
and address, date of substantial completion, and binder volume number. hisert cover sheet into
clear plastic view pocket on front of binder. Inser sheet wìth project title and ¡;Operti~:rand
Maintenancell into side clear plastic view pocket.
D. hidex System: Orgaize data into sections by common subjects and subsystems. Place a
consecutively nunbered tabbed divider sheet in front of each section. Place index sheet at th~
beginning of each binder, listig sections by subject nae. If multiple binders are used, place a
table of contents of all data provided behind the index sheet in each binder.
E. Data: Fil binder to no more th 75 pecent of capacity. Pmch holes shall not obscure anY
data. Norml sheet size shall be 8-1/2 inches by 11 inches. Fold oversize sheets and inser them
in 8-1/2 by II-inch clea pocket sheet prtectors placed in binders. When the contents ofa single
tabbed section covers more th one item, provide colored paper sheets to sepa:te th data for
each item.
1. Manufactuers' Data: Provide origials for color or copyrighted data. Black and white
data may be orgis or clean goo quaity reoductions. Whereorigils.areprted
on both sides of the page, reoducons shal also be prted on both sides of the .pge.
Copies produced by facsimle trsson and sheets with stas, suh as submtt
approval staps, will not be acceptable. hiclude only shets tht apply to ite
installed; cross out inpplicable data.
2. Vendor Furshe As-Built Drawigs: Maximum 24-inch by 36-inch sheets with
mimum chacter or letterg siz of 1/8 inch. Reduced-size repoductions maybe
provided instead offul-size drawigs if the repoductions are clear and legible. If
reduced-size drawigs are used, identify as "REDUCED SIZ" and provide graphic
scales, if åpplicable.
3. Custom Written Data: Typwrtt text, supplemented by drawigs and schematics
necessar to describe systems adequately.
4. Equipment Data Sheet: Typewrtten data, using form at the end of ths section.
5. Schedules: Clean, tyewrtt schedules reflectig final, as-installed conditions. Hand-
wrtten mak-ups of schedules submitted earlier are not acceptable.
6. Data tht is poorly reoduced or in any way ilegible will be rejected.
3.2 CONTEN
A. Manufactuers' Published Data: Provide all available data, including installation and opeting
instrctions, part lists, electrcal and mechacal schematics, control circuit documentation,
performce data, safety instrctions, cleaning and care instrctions, and ilustrtionsand
intrctions for maintence, including lubrcation, disassembly and repai, cleaing, and
serce. Indicate catalog numbes, sizes, colors, options, and other information peraining to the
products fushed which would be required when orderg replacements. For equipment
assemblies, provide data for each searate item. of equipment fushed as par of the assembly.
B. Custom Written Data: For data not in manufactuets stadad literatue, provide text, drawings,
and schematics spcifically applicable to intalled systems. Include step-by-step descrptions of
opeatig procedures; identification of individual components and their fuctions; descriptions of
how system components relate to one another and operte together to accomplish a common
EG 061907 01785-2
OPFR ATTON ANn MAINTENANCE DATA
process or function; and sequence of oP~iition for syste control circuits. For seasonally
operted systems, provide star-up and shutdown instrctions.
C. EquipnientData Sheets: F9reaçhi~. 9f.eauipmentincludedin the.operatiønand matence
data, provide an Equipment Data Sheet using the form at the end of this section. For equipment
consisting of both a drven machie and a drver (for example, a pump and a motor), the
equipment data shall cover both the drven machine and the drver. For similar ty equipment
(for example, multiple exhaust fans of the same model and tye), provide a single equipment data
sheet with an attched schedule listg the individual equipment item.
D. Vendor Furished As-Built Drawings: Provide for each electrcal and each mechanical control
system.
1. For each control system, provide control circuit schemtic drwings. Identify each wie
and ternal block nwnber. Show teral nutbers on all control devices. Show
control wires and devices remote from the control paneL.
2. For each control panel, provide a general argement drawig showing location of each
control component and ternal block on the panel front and interor. hiclude a
materals listófall panel-mounted córitrol compóriértS.as well aSfiêld"-irištalledêorittol
components..re;ote from the panel, identifyng components, maufactuer, niodel
number, and intial set points or sensing ranges of devices where applicable.
3. For packaged equipment systems, provide general arangement drawings showing
interelationships of the varous items of equipment and components.
4. In addition to the control wig schematic, provide a power wiring schematic.drawing
showing the power flow to each motor. Identify each power conductor. Show all
overctiert protection atd motot stårg devices.
E. Schedules: Provide one copy of materal and equipment schedules, as listed in the individual
sections, in the appropriate sections of the maual.
F. Waranties: Place a copy of each maufactuer, supplier, and installer waranty extending for a
peod greater than one year in a single separately identified tabbed section of the mauaL.
G. Test Results: Include in the operation and maintenance data copies of test results for mechaical
and electrcal equipment and system as listed in the individual specification sections.
H. Subcontractor and Supplier List: List all subcontractors and major suppliers who worked on the
project. Include each subcontrctor's or suplier's address and telephone number and identi
work perormed.
END OF SECTION
EG 061907 01785-3
EQUIPMENT DATA SHEET
Equipnient Item;Designtion:
Function:
Location:
Project:
Model No.:Serial No.:
Manufactuer Address and Phone:Supplier Address and Phone:
Preventive Maitenance Tasks:
Nameplate Data:
Spare Parts Furnshed and Other Inormation:
EG 061907 01785-4
n'n1:Tl A ""A'l T A1\ TT ..'" K A TiT1'T T A "" Tr"n T' A ". A
SECTION 01815
SYSTEM DEMONSTRTION AN TRAG
PART 1 GENERA
1. DESCRITION
A. The work of ths section consists of demonstrting systems and equipment to operating
personneL. It also includes training of personneL.
1.2 COORDINATION
A. Schedule demontrations and trng perods with Engineer. Conduct training sessions after
the equipment or system has been accepted and tued over to the Owner.
1.3 CLOSEOUT SUBMIALS
A. As specified in Section 01770.
B. For eaeh traiing session, the Contractor shall submit for approval a proposed outline of the
subjects to be covered. The traing shall not be conducted until the outline is approved..
PART 2 PRODUCTS NOT USED
PART 3 EXCUTION
3.1 TRG
A As specified herein and in individual sections, fuish the serces of instrctors to trai
designted personnel in adjustment, operation, including seaonal and emergency options, if
applicable, matenance, and safety requiements of equipment and systems. mstrctors shall
be thoroughly trained in operating theor as well as practical operation and maintenance work
for each tye of equipment or system. The sequence of the training shall follow the approved
training outline.
B. Individual sections specify the duration of training required. If no duration is listed, provide
training of sufficient duration to adequately cover the subjects. When more than four days of
instrction are specified, use approximately one-half of the time for classroom and the other
half for hads-on instrction with the equipment or system.
C. Use Operatig and Maintenance Data as a training guide.
END OF SECTION
EG061907 01815-1
SYSTEM DEMONSTRTION AN TRG
City of Eagle, Ada County, Idaho
Eagle Water Company Pressure Reducing Vale and Interconnection
EG 061907
SPECmCATIONS
TABLE OF CONTENTS
SECTION 02
02051 - - - - - - - - - - - - - - - - GENRA SITE CONSTRUCTION REQUIMENTS
02225 - - - - - - - - - - - - - - - - TRNCIDG AN BACKFILL
02510 - - - - - - - - - - - - - - - - WATER DISTRUTON SYSTEM
SECTION 02051
GENERAL SIT CONSTRUCTION REQUIRMETS
PART 1 GENERAL
1. SUMMY
A. Includes But Not Liinited to
1. Genera procedures and requirements for SHe Work.
PART 2 PRODUCTS NOT USED
PART 3 EXECUTION
3.1 EXAA TION
A. Site Verification Of Conditions
1. 48 hours minimum before performing any work on site, arange for utility loction services.
2. Perform minor, investigative excavations to verify location of various existing underground
facilities at suffcient locations to assure that no conflict with the proposed work exists and
suffcient clearance is available to avoid damage to existing facilities.
3. Perform investigative excavating 10 days minimum in advance of performing any
excavation or underground work.
4. Upon discovery of conficts or problems with existing facilties, notify Engineer within 24
hours.
3.2 PREPARTION
A. Protection
1. Spilage -
a. Avoid spilage by covering and securing loads when hauling on or adjacent to public
streets or highways.
b. Remove spilage and sweep, wash, or otherwise clean project, steets, and highways.
2. Dust Control - See Section 02370
3. Sediment and Erosion Control - See Section 02370
4. Existing Plants And Features - Do not damage tops, trnks, and roots of existing trees and
shrubs on site which ar intended to remain. Do not use heavy equipment within brach
spread. Interfering braches may be removed only with perission of Engineer. Do not
damage other plants and features which are to remain.
3.3 REPAIR / RESTORATION
A. Adjust existing covers, boxes, and vaults to grade.
B. Replace broken or damaged covers, boxes, and vaults.
C. Independently confirm size, location, and number of covers, boxes, and vaults which require
adjustent.
EG 061907 02051-1
GENERAL SITE CONSTRUCTION REQUIRMES
3.4 FIELD QUALITY CONTROL
A. NotifY Engineer 48 hours before perfonning excavation or fill work.
B. If work has been interrpted by weather, scheduling, or other reason, notifY Engineer +4 hours
minimum prior to intended resumption of grading or compacting.
C. ÛWer reserves right to require additional testing to re-afrm suitability of completed work
including compacted soils which have been exposed to adverse weather conditions.
END OF SECTION
EG 061907 02051-2
GENERA SITE CONSTRUCTION REQUIREMETS
SECTION 02225
TRENCHIG AND BACKFILLING
PART 1 GENERA
1.1 DESCRITION
1.2
A.
B.
1.
A.
1.4
A.
A. Work covered by this Section includes excavating trenches for buried pipe, conduit, and
appurtenances, backfillng and compaction from top of bedding to grde, and excavation and
backflling appurtenances.
SUBMITTALS
Submittals must comply with the requirements set fort in Section 01330 - Submittls.
Submit a sieve analysis and a proctor test report for grular backfll materiaL.
COORDINA nON
Verify Work at lower elevations is complete before placing higher elevaion work.
REFERENCES
All work shall be completed in accordance to the curent edition of the Idaho Stadas for
Public Works Constrction, Ada County Highway Distrct Supplemental Specifications, City of
Eagle Supplemental Specifications, and these specifications. The more stingent requirements
shall apply.
PART 2 PRODUCTS
2.1 FILL MATERlS
A. Ear Backfill (BF): Excavated ea material, finely. divided and free . of stones 3 inches or
greater in any dimension from 6 inches above top of pipe to surace. If suitable backfll
material is not available on the site of the work the Contrctor wil be required to haul in
material that is approved.
B. Bedding Material (BD): Imported clean or gravelly sand with less than 5 percent passing No.
200 sieve, as determined in accordace with ASTM D 1140, or gravel or crushed rock withinmaximum paricle size and other requirements as follows unless otherwise specified. Bedding
material shall be unfrozen and friable without clay balls, roots, or other organic,ateial.
1. Pipe 3 inches and greater in diaieter: 3/8-inchmaximumparidesize. ...
2. Pipe under 3 inches diameter: 1/4-inch maximum paricle size.
2.2 UTILITY LINE MAG
EG 061907
A. All utilties shall be marked for location and identified by marking tape and locator wire as
shown on the constrction drwings.
02225-1
TRNCHIG AND BACKFILLING
PART 3 EXECUTION
3.1 PREPARTION
A. Identify required lines, levels, contours, and datu.
B. Protect benchmarks, existing strctures, fences, sidewalks, paving, and curs .from ex.cavatiOn
equipment and vehicular trc.
3.2 EXCAVATION
A. Excavate material encountered to sub grade elevations, indicated slopes, lines, depths and invert
elevations required for buried pipe, conduit, and appurtenances, and for remova.l and
abandonment of existing facilties noted to be removed or abandoned as shown on the
Construction. Drawings.
B. Cut trenches to uniform widths suffcient to enable inlation and allow inspection as shown
on Constuction Drawings, unless otherwise specified, and to provide for the minimum cover
specified.
C. Where it is necessar to reiove existing Asphal and Concrete they shall be saw cut and should
follow the requirements of Ada County Highway Distrcts Supplemental Specification and/or
the Idaho Stadards for Public Works Construction.
D. Do not interfere with 45 degree beaing plane of foundatons. Hand-excavate and shape trench
bottom to provide uniform bearng and support of pipe. Remove loose materiaL.
E. For Buried Pipe and Conduit excavate trenches to a dept suffcient as shown on.Qonstrction
Drawings. Care shall be taken to detect and remove stones and debris in the bottom of the
trench which would damage the pipe or be detrmental to the proper bedding of the pipe.
F. When water is encountered in the trench, de-water as required to maintain the water level at
least 3 feet below the bottom of the trench on a continuous basis until trench is backflled.
Su.pply,opetej. andmainta,in.ipuips,piping. etc., Jor the de-watering systm.
G. If the subgrde is not suitable to provide adequate foundation for the pipe or conduit to be
instled, the unsuitable material may be required to be removed and replaced with approved
granular materiaL.
3.3 BACKFILLING
A. Carfully place backfll material so as not to daage the joints or displace the."ipe, conduit, or
cable. Ba.kfll immediately. foUowing trenching and insllation operatiofr''o reduce the
possibilty of damage to utilities. Do not.backfll over porous, wet, frozen or spong) ;subgrade
surfaces.
B. Fil and compact in 2 - foot maximum layers to 95% of standard Proctor, ASTM D698 while at
a moisture content from 3% below to 2% above optiinum.
EG 061907 02225-2
TRNCHIG AND BACKFILLING
D.
E.
F.
3.4
A.
B.
C.
3.5
A.
B.
3.6
A.
EG 061907
C. Regrade and reshape all ditches and swales from existing high points to existing drainage
strctures or other outlets along the proposed improvement. Ditches whichâreteshâped shall
have reasonable side slopes. Vertical or steep slopes wil not. be permitted. Contractor and
Engineer shall mutually agree and establish all ditch grdes to be restored prior to construction.
Backfill to contours and elevations with unfrozen materials.
Backfill areas remaining afr removal and abandonment of existing facilities as specified for
trenches.
Maintain moisture content offill materials as required to attn specified compaction density.
SURACE REPAIR
Provide surface restoration in all disturbed areas to meet or exceed the quality of the surfaces
removed, unless otherwise indicated.
Complete surface restoration and final cleanup as soon as possible and in no case longer than
30 days afer initial excavation.
Surface repair shall be in accordance to the Ada County Highway District Supplemental
Specification and/or the Idaho Stadard for Public Works Construction.
FIELD QUALITY CONTROL
Engineer may check compaction of the backfll at any time.
For compacted earh backfill in trenches, Contractor shall provide density tests for each lift.
TRENCH PROTECTION
Provide trench protection using a trench box, wood sheeting and bracing, or such other method
as determined by Contractor to maintain a stable excavation and comply with applicable Laws
and Regulations.
B. For wood sheeting and bracing use sound lumber suitable for the purpse intended, and arange
so as to support the trench walls and existing stctures and utilities. Cut off sheeting to be left
in place not less than 18 inches below ground surface.
C. Sheeting and bracing may be removed at the discretion and responsibility of Contrctor after
placing and compacting backfll to. a level ¡it least 2 feet above the pipe top. Do not pull
sheeting in increments exceeing 3 toA feet in order to avoid the.danger of bling the pipe,
conduit, or cable due to the weight of the backfiL. Upon removal, immediately fill and
recompact voids left due to such removaL.
D. Where necessar to drive sheeting below the pipe bottom, drive sheeting to an appropriate
elevation and leave such sheeting in place from a point 2 feet above the top of the pipe, conduit,
or cable.
02225-3
TRNCHING AND BACKFILLING
3.7 PROTECTION, REMOVAL AND REPAIR OF TRES AND SHRUBS
A. Obtain permission prior to removal of. any tree or shrub not noted on the Drawings to be
removed well in advance of such removals.
B. Fell trees to be removed so as not to injur trees to remain.
C. Remove stmps and roots to a minimum of 12 inches below grade.
D. Take every precution to prevent damage to trees and shrubs not noted to be removed.
E. Carefully.. trim andslipe trees,. tree lirbs,. and bushes to provide clearce for Contrctor's
equipment during constrction. Flush cut all limbs and branches. Replace trees and bushes
other than those whose removal was approved, which are destroyed or .damaged to the extent
that their continued life is impaired.
EN OF SECTION
". '" ".'f
EG 061907 02225-4
TRENCHIG AND BACKFILLING
SECTION 02510
WATER DISTRüTIONSYSTEMS
PART 1:GENERA
1.1 GENERA
A. Pipe and fittngs for project water lines, to include domestic water lines, fire water lines, and
culinary water lines.
B. Valves, Fire hydrants, and appurtenant items.
1.2 REFERENCES
A. ASTM A36/A36M-05 - Stadard Specification for Carbon Strctral Steel.
B. ASTM A500-03a - Stadard Specification for Cold-Formed Welded and Sèáïnless Cårbon
Steel Structral Tubing in Rounds and Shapes.
C. ASTM A307-04 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile
Strengt.
D. ASTM A123/A123M-02 - Stadard Specification for Zinc (Hot Dipped Galvanized) Coatings
on Iron and Steel Products.
E. ASTM AI53/A153M-05 - Stadard Specification for Zinc Coating (Hot-DipJon Iron and Steel
Hardware.
1.3 SUBMITTALS
A. See Section 01330 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on pipe materials, pipe fittings, valves and accessories.
C. Manufacturer's Certificate: Certify that products meet or exceed specifed requirements.
D. Project Record Documents:. Record actåflocations of pipe lines, valves,conneetons,thrust
restaints, and invert elevations. Identify and describe unexpected variations to subsoil
conditions or discovery of unchaed utilities.
1.4 DELIVERY, STORAGE AND HANDLING
A. Deliver and store valves in shipping containers with labeling in place.
PART 2: PRODUCTS
2.1 WATER PIPE
A. Ductile Iron Pipe: AWWAC151-02:
1. Fittings: Ductile iron, standard thickness.
2. Joints: AWWA CI11-00,push.;ontywith rubber gaket.
EG 061907 02510 - 1
W A T1R T)T~TtHtH TTTl"l\ eveTt'1\ K
3. Joints: A WW A C 111-00, mechanical joint ty with gasket, bolts and nuts.
4. Joints: A WWA C11 0-03, flange tye with gasket, bolts, and nuts.
5. Jackets: A WW A C 1 05-99 polyethylene jacket.
B. Copper Tubing: ASTM B 88-03, Type K, anealed:
Fittings: ASME B16.18-2ûû2, ca copper, or ASME B16.22-2001, wrought copper.
Joints: Compression connection or AWS A5.8, BcuP silver braze.
% _ 1 inch flare, anyting larger than 1 inch wil be compression (Mueller 110).
C. PVC Pipe: AWWA C900-97 Class 150 or 200, as indicated:
1. Fittings: AWWA CI11-00, cas iron.
2. Joints: ASTM D3139-98, compression gasket rings.
D. Polyethylene Pipe: A WW A C906.
1. Fittings: ASTM D 3261, thermal butt-fusion welded.
3. Joints: ASTM D 3261, thermal butt-fusion welded.
E. Sche(Ìule 40. Ga-IvanizedIron Pipe: . ASTM A 53
1. Fittngs: theaded NPT
2. Joints: theaded NPT
E. Tape: Magnetic detectable conductor, clear plasc covering, imprinted with "WATER
SERVICE" in large leters.
2.2 VALVES
A. Valves: As speified in Section 15180.
2.3 BEDDING AND COVER MATERIS
A. Bedding and Backfll: As specified in Section 02225.
2.4 ACCESSORIS
A Service Clamps: shall be ductile iron body, double-strap tye; Smith-Blair No. 313-0010101-
000, or acceptable equal, for up to 3 inch service lines.
B. Concrete for Thrust Restraints: Concrete type specified in Section .03313.
PART 3: EXECUTION
3.1 EXAMIATION
A. Verify that water main and main line tee size, location, and invert are as indicated.
3.2 PREPARTION
A. Cut pipe ends square, ream pipe ends to full pipe diameter, remove burrs.
B. Remove scale and dirt on inside and outside before assembly.
C. Prepare pipe connections to equipment with flanges or mechanical joints.
EG 061907 02510 - 2
WATER DISTRIUTION SYSTEM
3.3 TRNCHIG
D.
3.4
A.
B.
C.
D.
E.
G.
H.
1.
3.5
A.
B.
C.
D.
E.
F.
EG 061907
A. See Section 02225 for additional requirements.
B. Hand trim excavation for aCcurate placement of pipe to elevations indicated.
C. Form and place concrete for pipe thrust restaints at each change of pipe direction in
accordance with the applicable section and standard drawings of the Idaho Standard for PUblic
Works Constction (ISPWC).
Backfll around sides and to top of pipe with backfill material, tap in. place and compact, thencomplete backflling.
INSTALLATION - PIPE
Maintain separtion. of water main from sewer piping in accordance with State code.
Establish elevations of buried piping to ensure not less than four feet of cover over pipe; or as
indicated on the drwings and as directed by the Engineer.
Install pipe to indicated elevation to within tolerance of one inch.
Install ductile iron piping and fittings to A WW A C600-99.
Install PVC pressure pipe and fittgs to ASTM D2774-04.
Instll polyethylene pipe and fittings to AWWA MBS
F. Install pipe lines to line and grade indicated.
Instal pipe to allow for expansion and contraction without stressing pipe or joints.
Install access fittings to permit disinfection of water system performed under Section 15041.
Instal trace wire above top of PVC, PE, or other non..conductivepipe.
INSTALLATION - VALVES AND HYRANTS
Set valves on concrete block or other acceptable solid bearing.
Center and plumb valve box over valve operating nut; Set box cover flush witlfinished graee.
Set hydrants plumb; locate pumper nozzle perpendicular to and facing roadway.
Set hydrants to grade, with nozzles at least 20 inches above ground.
Locate hydrant control valve as indicaed on the drawings and as directedby the Engineer.
Provide a drainage pit 24 inches square by 12inchesdeep filled with one inch wasliedgrveL.
Encase elbow of hydrant in grvelto 6 inches above drain opening. Donotconnectdrain
opening to sewer.
02510 -3
WATER DISTRBUTION SYSTRM
G. Paint hydrants in accordance with manufacturer's stadads. Hydrant color shall be per City of
Eage standards.
3.6 SERVICE CONNCTIONS
A. Provide water serice âš indicated with meter box and lid, double check va-lvê;and âšsöciated
appurtenaces.
3.7 CONNECTIONS TO EXISTIG WATERLINS
A. Connection to existing water lines shall be made wher and as indicated on the drawings and as
directed by the Engineer. The sizes of pipe, fittngs, valves and appurenant items requiredi to
make connection shall correspond to the sizes of the existing pipe and of the new pipe.
B. Excavate to existing pipe line at point of connection; determine actual conditions of existing
pipe and all fittings and appurtenant items required to make the connection; and have all
materials needed on site prior to any shut down or cuting into existng pipe lines.
C. Connection which involve cuttng into existng pipe lines include: cutting and removing
sections of existing pipe and fittgs as required; cleaing and preparng ends of exising pipe as
required for connection; furnishing and installng all new pipe, fittings and valves required to
make the connection of project pipe to the existng pipe as indicated; and all appurnant work
required to complete the connection.
D. Connection into existing pipe lines under pressure include: furnishing and instaling mechanical
joint tapping sleeve of the appropriate site on the existing pipe at point of connection; furnishing
and installng tapping valve, with valve box, on sleeve; tapping existing pipe with acceptable
tye driling machine and equipment, without interrpting flow in existing pipe line; and all
appurtenant work required to complete the connecon.
E. Connection to existg pipe line shall be made at such ties and within the time limits and
according to the directions as agreed to beeen the Contrctor and the Owner.
F. Cut and plug existing pipe lines where indicated and as directed by the Engineer. Excavate as
required to locate existing pipe lines to be abandoned in place; cut the exiting pipe, \as required;
and install permanent plug in end of pipe to be abandoned.
3.8 RECONNCT EXISTING WATER SERVICE LINS
A. Reconnect existing water service lines where and as indicated on the drwings and as directed by
-the Engineer. The sizs of pipe, fittngs, saddles, corpration stops, and appure.n,t items
required to make reconnections shall correspond to the sizes of existing service lies and of
project pipe.
B. Excavate as required to locate the existing service line; determine actual conditions of existing
service line and all fitting and appurtenant items needed to make the reconnections; and have all
materials needed on site prior to any shut down of existing service line.
C. After project pipe line has been thoroughly tested, disinfected and put into operation, disconnect
. existing water service lines from the existing water line. Excavate as reuired to expose the
existing service line; cut the existing service line and remove a section of the line as required and
EG 061907 02510..4
WATER DISTRIUTION SYSTEM
as directed; and remove the existingcorpr'ation stop freirn the existing pipe and instll a plug.
D. Tap the project pipe line with the appropriate size tapping machine and install a double strap
service saddle, with corporation stop, on the project pipe. New copper tubing shall be furnished
and installed to make the connection from the end of the existing service line to the newcorporation stop. The new copper tubing shall be connected to the end of the existing service
line with the appropriate type coupling and to the new corporation stop. In all reconnections, at
least five feet of new tubing shall be instlled, as indicated. Insulating couplings or adapters
shall be used to connect pipe of dissimilar materiaL.
E. After the existing water service line has been disconnected from the existig water line, the
reconnection work shall be pursued dilgently so that the service line is reconnected to the
project water line and put back into service in the shortest possible time.
.3.9 FIELD QUALITY CONTROL
A. Perform testing of the water piping in accordance with the applicable section of the Idaho
Standard for Public Works Constrction (ISPWC). The project engineer shall be give 48 hour
notice prior to any testing and the project engineer or a representative of the project engineershall be present during all testing.
B. Perform disinfection of water piping in accordance with Section 15041.
C. Iftests indicate Work does not meet specified requirements, remove Work, replace and retest at
no cost to Owner.
END OF SECTION
EG 061907 02510 - 5
WATER mRTR TRT TTT()N ~VQ'11\
City of Eagle, Ada County, Idab:o
Eagle Water Company Pressure Reducing Valve and Interconnection
EG061907
SPECIFCATIONS
TABLE OF CONTNTS
SECTION 03
03400 ~ - - - - - -~ - . - .- - - - PRECAST CONCRETE lTEMS
SECTION 03400
PRECAST CONCRETE ITEMS
PART 1 GENERAL
1.1 SCOPE
A. Precast stadard sewer manholes and accessories.
B. Concrete strctures as detaled on plans, precast in lieu of casting in place.
1.2 RELATED SECTIONS
A. 03120 - Cas-in-Place Concrete Forms
B. 03210 - Concrete Reinforcing Steel
C. 03313 - Normal Weight Structural Concrete
D. ISPWC
1.3. STANDARDS
See standards listed in related sections.
1.4 SUBMITTALS
A. For prec sewer manholes conforming to ISPWC 502.2.2.A. "Precat Maholes": submit shop
drawings, manufacturer's certification, and manufacrer's installation instctions per ISPWC
502.1.4.
B. For concrete items detailed in Plans that the Contrctor elects to precat in lieu of casing in
place:
1. Shop drawings showing all dimenSions, all stdard views and major cross-secion views,
and placement of all reinforcement (including ties and stirrps) and embedded items.
2. Placement drawings, showing lifting inserts, weight and center of grvity, and lifting method
requirements.
3. Anti-buoyancy measures, where groundwater is present in the zone of placement.
4. Reinforcement schedule, with steel shop instctions, and shape details.
5. For sites with access restrction by obstacles or propert boundaries, approach plan showing
positions of trnsporting trck and lifting implement to effect placement.
PART 2 PRODUCTS
2.1 Products in other sections: concrete mixes and reinforcing steel, subject to:
A. For Standard Manholes, meet product requirements ofISPWC 502.
B. F or other precast iters, use "water~contaning concrete" mix requirements of Section 03313.
EO 06L907 03400 -
PART 3 EXECUTION
3.1 PLACEMENT
A. Place on to 4 inches of compacted % minus and/or as required to control subsidence.
B. Instl plumb and true, to grade and alignment as required per plans.
3.2 FINISHIG AND SEALING
A. Seal points of prec rnolesas required per ISPWC.
EN OF SECTION
EG 061907 03400 - 2
PRECAST CONCRETE ITEMS.
City of Eagle, Ada County, Idaho
Eagle Water Company Pressure Reducing Valve and Interconnection
EG 061907
SPECIFCATIONS
TABLE OF CONTENTS
SECTIONOi
07101 - - - - - - - - - - - - - - - - CEMENT BASED WATERPROOFING
07213 - - - - - - - - - - - - - - - - RlGID INSULATION
SECTION 07101
CE.MENT BASED WATERPROOFING
PART 1 GENERAL:
1.1 Work Included:
A. Furnish all materials, labor, tools, and equipment to waterproof the exterior of the Water
Reservoir, and valve vault with a Portland Cement based waterproofing system.
1.2 Related Sections:
B.
C.
1.3
A.
B.
C.
D.
1.4
A.
B.
A. Section 07119
Section 09
Section 13200
Reference Documents:
Refer to applicable Material Safety Data Sheet.
Refer to Product Technical Data Sheets.
ASTM D4259, Stadard Practice for Abrading Concrete.
ACI 515,IR.85, A Guide to the use of Waterproofing, Dampproofing, Protective and
Decorative Barier Systems for Concrete.
Submittals:
Product Data - Submit literature, technical data and manufacturer's instalation instructions.
Samples of all materials to be used shall be submitted to the engineer for approval prior to star
of work.
1.5 Quality Assurance:
EG 061907
A. Pre-Application Conference: Prior to application of waterproofing material, a pre-application
meeting should be scheduled at the jobsite with all paries, including but not lii:ted to, the .
applicator manufacturers representative, engineer and owner's representative. %e purpose of
this meeting is to review work to be performed including scheduling, surface preparation,
patching, application and curing of the waterproofing system.
B. Apply a field sample at location designated by the engineer. One half of
the sample to show
surface preparation only, the other half to show surface preparation and waterproofing
application. Waterproofing application wil show final color, texture, and verify coverage
rates. When approved, this sample shall establish stadards of acceptabilty.
07107 - 1
CEMENT BASED WATERPROOFING
1.6 Delivery Storage and Handling:
A. Accept materials in manufacturers original, sealed contaÎliers with the manu.facturer's name,
labels, product identification and batch numbers intact. Refuse damaged or opened containers.
B. Store materials on pallets. Protect from dampness, freezing, and direct sunlight. Store liquids
at manufactures recommended temperature.
1.7 Site Cdnditions:
A. Refer to manufactures technical data sheet for the recommended temperature of surfaces to be
coated andarbient conditions during application and curing.
B. Do not apply when temperature is below manufactures recommended temperature or expected
tofall below recommended temperan.re in 24houts.
C. Do not apply ifsurfa.cevvil be exposed to rain within a 24 hour period.
D. The surfce should be fr of frost and ice.
E. New concrete and masonry surfaces must be cured a minimum of 28 days prior to application
of the waterproofing system.
F. No active water leak should be present at the time of application of portland cement based
waterproofing material.
G. Where necessar protective measures shall be provided to protect equipment, and surfaces
which are note designated to receive portland cement based waterproofing.
H. Surfaces should not be contaminated between coats.
I. Protect waterproofed surfaces during cure from damage and contamination.
PART 2 PRODUCT:
2.1 MA TERIS
A. Portland Cement Based Waterproofing
1.Material Properties at 75 degrees F and 50% RH:
a. Absorption, ASTM C67
1) 24 hr soak: 4.6%
2) 5 hour boil: 4.7%
b. Freeze-Thaw Resistance, ASTM C67
1) Loss at 50 cycles: 1.20%
c. Durability Factor, ASTM C666
1) After 300 cycles: 101
d. Chloride Content, ASTM D144: .0098 percent
e. Fungus Growth Resistce, Fed Test 141: Resistat
f. Weatherometer, ASTM G26, after 6,000 hours:
1) No crazing, cracking, chipping or flaking.
g. The system shall allow full breathabilty.
_.
EG 061907 07107 - 2
2.Approved Products -
a. Tamoseal and polymer additive shall be AKO-7T, by Tamms Industries, 3835
State Route 72, Kirkland, IL 60146, 1-800-862-2667
PART 3 EXECUTION:
3. i INST ALLA nON:
A. Surface to have waterproofing applied to it shall be clean, free of dirt curring compoi.nds,
form realease agents, and all other containants.
B. Surface to receive waterproofing shall be prepared in accordance with the waterprrofing
manufactures recommendations.
C. Waterproofing material shall be mixed, applied, and allowed to cure in accordace with the
manufactures recommendations.
1. Waterproofing siiallbe applied in a maer such that uniform and even. coverage. .of
waterprrofing is achieved.
2. Clean all spils or surfaces which ar not designated to receive the waterproofing
immediately.
END OF SECTION
EG 061907 07107 -3
CEMENT BASED WATERPROOFING
SECTION 07213
RlGID INSULA nON
PART 1 GENERAL
1. SUMMRY
A. Includes But Not Limited To
1. Furnish and install rigid insulation on interior side of peimeter foundation walls and under
floor slabs as described in Contract Documents.
1.2 REFERENCES
A. American Societ For Testing And Materials
1. ASTM C 578-00, 'Standard Specification for Rigid, Cellular Polystyrene Thermal
Insulation'
2. ASTM C 1289-01, 'Standard Specification for Faced Rigid Cellular Po1yisocyanurate
Thermal Insulation Board'
PART 2 PRODUCTS
2.1 MATERIS
A. Type 1 Insulation - Below Grade
1. Meet requirements of ASTM C 578, Type IV.
2. Acceptable Products -
a. Amofoam eM by Pactiv Building Products, Atlanta, GA [phone]
ww.pactivbuildingproducts.com
b. Foamular 250 by Owens Coming, Toledo, OR [phone] or [phone]
ww.owens-corning.com
c. Styofoam SM by Dow Chemical, Midland, M1 [phone] or [phone]
ww.dow.com
d. Equal as approved by Engineer before bidding. See Section 01600.
B. Adhesive For Type 1 Insulation
1. Acceptable Products -
a. QB-300 by Ohio Sealants, Mentor, OR [phone] or [phone]
ww.osisealants.com
b. Multibond Finish Constrction & Repair Adhesive by Franklin Interatonal,
Columbus, OR [phone] or [phone] ww.franklini.com
c. MaxbondbyH.B.FullerCo,Minneapolis,MN [phone] ~¿llbfuHer.ç."O':""'.' ". ..' .
d. Equal as approved by Engineer before use. See Section 01600.
2.2 SOURCE QUALITY CONTROL
A. Insulation shall be manufactured to be in compliance with UBC or other applicable building
codes.
EG 061907 07211-1
PART 3 EXECUTION
3.1 INSTALLATION
A. General - Install insulation in compliance with UBC or other applicable building codes.
B. Type 1 Insulation
1. Remove ties and concrete protrsions that would keep insulation from fully contactingfoundation wall face. .
2. Install against interior side of perimeter foundation walls extending dO\onward frqmtop of
slab 48 inches or to top of footing, whichever is less. Instll using 3/8 inch beds of
specified adhesive at 12 inches on center vertcally and at each vertical and .horizontal joint
to completely seal insulation.
EN OF SECTION
_\:'". ':.!''.; ,', i:,... i.\.:' .
EG 061907 07213..2
RTc-un TNS:IH.ATION
City of Eagle, Ada C()l1lJty, Idaho
Eagle Water Company Pressure R.educÌiigValve and Interconnection
EG 061907
SPECIFICATIONS
TABLE OF CONTENTS
SECTION 08
08310 - - - - - - - - - - - - - - - - METAL ACCESS HATCHES
SECTION 08310
METAL ACCESS HA TCB
PART 1 GENERA
1. SUMMARY
1.2
A.
1.
A.
1.4
A.
1.6
A.
B.
C.
D.
1.7
A.
EG 061907
A. Work included: Furnishing and installig factory fabricated access hatch including a safety net
system.
B. Related Section:
1. Section 03313 - Normal Weight Strctural Concrete
2. Section 03400 - Precast Concrete Items
3. Section 13200 - Water Storage Reservoir
REFERENCES
American Society for Testing and Materials
1. ASTM A 36-93a: Stadard Specification for Strctral Steel
SUBMITTALS
Shop drawings and engineering data shall be submitted in accordance with the requirements of
Section 01330 - Submittls
PRODUCT HANDLING
All materials shall be delivered in manufacturer's original packaging.
Store materials in a dry, protected, well-vented area. The contrctor shall thoroughly inspet
product upon receipt and report damaged material immediately.-.
Remove protective wrapping immediately afer installation.
JOB CONDITIONS
Verify that other trades with related work ar complete before installing vault access hatch(s).
Mounting sudaces shall be stright and secure; substates shall be of proper width.
Refer to the constrction documents, shop drawings, and manufacturer's installation
instctions.
Observe all appropriate OSHA safety guidelines for this work....
WARNTY/GUARNTEE
Manufacturer's standard waranty: Materials shall be free of defects in materìal and
workmanship for a period of (25) twenty-five years from the date of purchase. Should a par
fail due to function in normal use within this period, manufactuer shall fuish a new par at no
charge.
08310 -1
METAL ACCESS HATCH
PART 2 PRODUCTS
2.1 MANUACTURR
A. BILCO Co., P.O. Box 1203, New Haven, CT 06505; Phone: [phone], Fax: [phone], Web: ww.biIco.com
B. Nystrom Building Products, 1701 Madison Street NE, Minneapnlis, MN 55413,.1400, Phone:
[phone], [phone], Fax: [phone], Web:
ww.nystrom.com
C. Hallday Products, Inc., 6401 Edgewater Drive, Orlando, FL32810,Phône: (800)298..1027,
[phone], Fax: [phone], Web: ww.hallidayproducts.com
2.2 ACCESS HATCH
A. Furnish and instll aluminum access hatch, size and load rated as indicated on the contrctdrawings. Lengt denotes hinge side. The vault access hatch shall be single or double leaf
design. The vault access hatch shall be pre-assembled from the manufacturer. All.access hatch
shall incorprate a safety netsystem. Each cover shall be hinged on one side, and shall have a
locking device.
B.
.,.l
2.
3.
4.
5.
6.
C.
D.
Performance characteristics:
Cover: Shall be reinforced to support the designated loads, with a maxmum deflection of
11150t of the span. Manufactuer shall provide strctural calculations stped by a
registered professional engineer upnn request.
Operation of the cover shall be smooth and easy with controlled operation thoughout the
entire arc of opening and closing.
Operation of the cover shall not be afected by tempeture.
Entire hatch, including all hardware components, shall be highly corrosion resist.
Access hatch shall be lockable.
Access hatch shall be water tight.
Cover: Shall be 114" (6.3 mm) aluminum diamond pattern. Cover shall be made water tight and
shall extend down around the channel from at least two (2) inches.
Frame: Channel frame shall be 114" (6.3mm) ex.truded aluminum with bend down anchor tabs
around the perimeter... The frè shall be a mi:nimûm of 4 " high. A. continuolIsgaket shouldbe attched to the aluminum frame to create a barier around the entirèpmmeterof the. cOver to
significantly reduce the amount of dirt and debris that may enter the channel frame. Frame
shall have on the inside a hatch support ledge on two (2) sides.
E. Hinges: Shall be specifically designed for horizontal installation and hinges and all fastening
hardware shall be Type 316/ stairílesssteeL.
F. Drain Coupling: Provide a 1-1/2" (38mm) drain coupling located in the êorierofthe channelframe and connected to drainage pipe to remove storm water.
G. Liftng mechanisms: Manufacturer shall provide the required number and size of compression
spring operators enclosed in telescopic tubes to provide, smooth, easy, and controlled cover
EG 061907 08310 - i
operation throughout the entire arc of opening and to act as a check in retading downward
motion of the cover when closing.
H. Hatch shall have a Type 316 stanless steel slam lock with removable key and have a non-
corrosive handle.
1. Hatch shall open to 90' and automatically lock with a Type-316 stnless steel hold open an
with aluminum releae handle.
J. Finishes: Factory finish shall be mil finish aluminum.
2.3 Access Hatch Safet Net System
A. Furnish and install a fall protection system in all access hatch location. The safety net system
shall be polyester with a minimum breaking stengt of 5,000 pounds. Safet system shall
meet all applicable OSHA, state, federal and local saet requirements
1. Fall protecon system should be ral mounted with the access hatch. Systems rail shall
allow for the saet net to eaily slide, to failtate entr and the reposition to prevent fall
through.
2. It shall be the responsibility of the Contractor to ensure that the fall protection system. is
instlled in a manner that wil allow the unrsticted removal of any equipment located
within the vault or reservoir.
PART 3 EXECUTON
3.1 INSPECTION
A. Verify that the vault access hatch installation wil not disrupt other trades. Verify tht the
substrate is dr, clean, and free offoreign matter. Report and correct defects prior to any
instalation.
3:2 INSTALLATION
A. The instller shall check as-built conditions and verify the manufactrer's vault access hatch
detals for accuracy to fit the applicaton prior to fabrication. The installer shall comply with the
vault access hatch manufactuer's instllation insctions.
B. The installer shall furnish mechancal fastener consistent with the vault access hach
manufacturer's instctions.
C. Install safety net per manufactue's instlation instrctions.
3.3 CLEAN AND ADJUSTMENT _.
A. Clean adjacent surface and remove unused productsa.ci debri from site.
B. Adjust hatch for smooth operation.
END OF SECTION
EO 061907 08310.- 1
METAL ACCESS HATCH
City of Eagle, Ada County, Idaho
Eagle Water Company Pressure Reducing Valve and Interconnection
EG 061907
SPECIFICATIONS
TABLE OF CONTNTS
SECTION 09
09901 - - - - - - - - - - - - - - - - GENRA PAITING AND COATING REQUIRMETS
SECTION 09901
GENRA PAITIG AN COATIG REQUIRMENTS
PART 1 GENERAL
1.1 GENERA
A. General procedures and reuirements for field",applled painting and coating.
1.2 REFERENCES
A. Master Painter Institute (lvI)
1. lvI(a), Mar 2001, 'Arhitectul Painting Specification Manual'
1.3 SUBMIALS
A. Product Dat
1. Include following information for each painting system, aranged in same order
as in Project
ManuaL.
a. Manufactrer's cut sheets for each component of system indicating ingredients and
percentages by weight and by volume, environmenta restctions for application, and
fim thicknesses and sprea rates.
b. Manufactur's substte prepartion instctions and application instction for each
painting system used on Project.
c. Confiimation of colors selected and that eah ar to be paited or coated has color
selected for it.
2. Provide two copies ofProouct Data submission.
B. Samples - Provide two 4 inch by 6 inch minimum draw-down cads for each paint or coating
color selected for this Project.
1.4 QUALIT ASSURACE
A. Regulatory Requirements - Paint and painting materals shall be :fe of lea and mercury, and
have VOC levels acceptable to local jurisdiction.
B. Field Samples
1. Before application of any paint system, if required by Engineer, meet on Project site with
Engineer, Ower's representative, and Manufacturets representative. Engineer may select
one surface for application of each paint system specified. This process wil include
estlishing acceptable substrte conditions required for Project before ap~tion of pants . ".
and coatings.
2. Apply paint systems to surfaces indicated by Enginee following procedures outlined in
Contract Documents and Product Data submission specified above.
3. After approval of samples, procee with application of paint system throughout Project.
Approved saples wil serve as stdard of acceptailty.
1.5 DELIVRY, STORAGE, AND HANDLING
EG 061907 09901-1
GENERA PAITIG AND COATING REQUIRMTS
A. Deliver specified products in seled, original contaners with Maufacturer's original labels
intact oneach contaner. Deliver áîbunt ofniterals necessar fumeeProjectrequirents in
single shipment. Notify Engineer two working days before delivery of paint.
B. Store materials in single place.
C. Keep strage ar clean and rectifYaïydamageto.area at cømpletionofwork of this Section.Maintan storage area at 55 deg F minimum.
1.6 PROJECT CONDITIONS
A. Project Environmenta Conditions
1. Perform painting operations at temperare and humidity conditions reommended by
Manufacturer for each operation and for each product.
2. Apply painting systems at lighting level of 540 Lux (50 foot candles) minimum on suraces
to be painted. Inspection of painting work shall tae place under sae lighting conditions
as application. If painting and coating work is aplied under temporar lighting,
deficiencies discovered upon instlaton of permanent lightingwiU be considerd latentdamage as defined in MPI Manual, PDCA P1-92
1.7 SCHEDULING
A. Coordinate with other trades for materials and sys that reqüire paintillgpriorto installation.
B. Schedule painting and coating work to begin when work upon which painting and coating work
is dependent has been completed. Schedule installatiQJ ofpre~finished and non;;paintediteis,
which are to be iilstled on painted surfaces, afer application of final. finishes.
1.8 MATENANCE
A. Extr Materials - Provide painting mateials in Manutàcturer's originalcøntainers and with
original labels in each color used. Provide one quar of each finish eQatandonepilltofeach
primer and of each undercoat in each color used. Label each ca withêOlotname, mixture
instctions, date, and anticipated shelf life.
PART 2 PRODUCTS
2.1 MATERILS
A. Materials used for any painting system shall be from single manufaetrer uilles approved
otherwise in writing by painting system manufacturer. Include such approvals in Product Data~ ~ .'. :subrrittat ;. -.'. ~~'",' , '
B. Linseed oil, shellac, turpentine, and other painting materials shall be pure, be compatible with
other coating materials, bear identifying labels on containers, and. be of highest quality of an
approved manufacturer listed in MPI manuals. Tinting color shall be best grade of tyerecommended by Manufacturer of paint or stain used on Project.
PART 3 EXECUTION
3.1 EXAA nON
EG 061907 09901-2
n1="RAT 'PAThT'1Tr- Ai.TT" I"r. A 'TTr" ......y...., ,_.-__
A. Instrctions to applicator to begin paiting and coatg work wil indicae that substrtes to
receive painting and coatig materials have been previously inspected as par of
work of i:ther
Sections and are complete and redy for application of painting and coating systems.
B. Before beginning work ofmis Section, exaiiiIne, âiïd tcst surfaces to be painted or coated for
adhesion of painting and coating systems. . Report in wrting to Engineer of condi.tionsthatwill
adversely afect adhesion of painting and coating work. Do not apply panting andcoa.tIl1g
systems until such adverse conditions are corrected by par reponsible for adverse condition.
C. Report defects in substrates that become apparent afer application of primer or first finish coat to
Engineer in writing and do not proceed with fuer work on defective substrte until
such
defects ar correced by pa reponsible for defec.
3.2 PREPARTION
A. Protection
1 Reioveragsand waste used in patig operations from building eah night. Take every
precaution to avoid danger offire.
2. Protect other finish work and adjacent materials during painting. Do not splatter, drip, or
paint surfaces not intended to be painted. These items wil not be spelled out in detail but
pay special atention to the following -
a. Do not pait fiish copper, bronz, chomium plate, nickel, stnles stl, anodized
aluminum, or monel metl except as explicitly specified.
B. Surface Preparation
1. Preare suraces in accordace with MPI requireents and requirments of.Maufacturer
for each painting system specified, unless instcted differently in Contract Documents.
Bring conflcts to attention of Engineer in writing.
2. Fil minor holes and cracks in woöd surfaces to receive paint or stan.
3. Surfaces to be painted . shall b~cleaand free of loose dirt. Clea and dust surfa.ces before
painting or fiìli$hing.
4. Do no exteror painting while surface is damp, unless reommended by Manufactuer, nor
during rany or frost weather. Interior surfaces shal be dry before painting. Moistfl
content of materials to be painted shall be within toleraces acceptable to Paint
Manufacturer.
5. Sand woodwork smooth in direction of grain leaving no sading marks. Clea surfaces
before proceeding with stn or firs coat application.
3.3 APPLICATION
. A.. 'Paint or finish 'complete all surfaces to be painted or coated as described in ConWl. Docun)ents, .
including but not limited to the exterior surface of the Water Reservoir which is located above
grade.;
B. Apply seaant in gaps 3/16 inch and smaller between two substrates which ar to.be paiteQj:r
coated.
C. On wood to receive a transparent finish, putt nail holes in wood after application ()~stain using
natural colored tye to match wood stain color. Bring putt flush with adjoining surfaces.
EG 061907 09901-3
GENERA PAITIG AND COATING REQUIRMNTS
E.
F.
G.
H.
1.
J.
3.4
A.
D. In multiple coatpåint work, tinteacll súêCding coat with slightly lighter color, but
approximating shade of final coat, so it ispóSsibleto check application of specified number of
coats. Tint final coat to required color.
Spread materials smoothly and evenly. Apply coats to iiot less than wet and dry film thicknessesanà at spreading rates ror specified products as recommended by Manufacturer.
Touch up suction spots after application of first finish coat.
Påint shan be thoroughly dry and surfaces clean before applying succeeding coats.
Use fine sandpaper between coats as llÐCSSar to produce even, smooth surfaces.
Make edges of paint adjoining other materials or colors clean, shar, and without overlaping.
Finished work shaH be a "Propely Pálnted Surace" as defined in this Secion.
ADJUSTlvT
Corrct deficiencies in workmanship required to leave surfaces in conformance with "Properly
Påinted Surface" as defined in this Section. Correction of "Latent Damage" and "Damage
Caused By Others", as defined in this Section, is not included in work of this Section.
3.5 CLEANING
A. As work proceeds and upon completion of work of any painting Section, remove paint spots
from floors, walls, glass, or other surfaces and leave work clea, orderly, and in acceptable
condition. Remove debris caused by work of paint Sections from premises.
END OF SECTION
EG 061907 09901-4
t1'PNP'R À T PA ~T'TThTf' A i.TT" rv.. A"" r,. ....".. .T..... ~~ .__
City of Eagle, Ada County, Idaho
Eagle Water Company Presure Reducing Valveaiid Interconnection
EG061907
SPECIFCATIONS
TABLE OF CONTNTS
SECTION 15
15041- - - - - - - - - - - - - - - - CHLORIATION OF DOMESTIC WATER MAINS AND
SERVICES FOR DISINECTION
15180 -- - - - - - - - - - - - - - - VAL YES
15181 - - - - - - - -- -- - - - -- PIPE PENETRATION SEALS
15182 - - - - - - . - - - - - - - - - PRESSURE GA DGES
SECTION 15041
CHLORIATION OF DOMESTIC WATER MAS
AND SERVICES FOR DISINCTION
PART ¡ GENbRA
1. SUMMARY
A. Includes But Not Limited To:
1. Perform disinfection of domestic water mains, services, appurtenances and connections by
chlorination for work of this Secton.
B. Related Sections
1. Section 02510
C. All related work specified elsewhere,.. Or in other codes or stadards, wil be as lâ~tevised,unless a specific date of issuance is called out in opposition to later revision date(s). Other
sectionsQf the.tecnnic.a1 specifications, not referel1ced below, shaH also apply to the extentrequired for proper performance of this work
D. Application
:aefore being placed in service or connected to existing facilties, .all facilti~s shall bechlorinated.
E. Retesting
Retesting of the system may be requird if90 days have passed between the date of testing and
acc.epance bY the.owner.
1.2 REFERENCES
A. All dOmestic water mains, water services, attached appurtenances, andçaniiectioD.,..jf any,
shall be disinfected in accordance with AWWA C651 and as speified herein.
PART 2 MATERIS
A. Sodium Hypochlorite
Sodium Hypchlorite shall be supplied in liquid form containing 5 to 15 % available chlorine
as detailed in A WWA B300.
B. Calcium Hypochlorite
Calcium Hypochlorite shall be granular or in 5gtablets and shall contain not less than 65% of
available chlorine by weight
PART 3 EXECUTION
3.1 PROCEDURE
EO 061907 15041 _ 1
CHLORIATION OF nnMP~TTr W A 'TD l\1f A ThlC' D. C"U""'" T:L"'' '"M......____.
A. Before being placed in service or connected to existing facilities, all facilties shall be
chlorinated.
B. Contractor shall notify the Engitieertwo (2) working days prior to chlorination of
facilities.
C. All required corporation stops and other plumbing materials necessar for.chloril1ation or
flushing of the main shall be instaled by and at the expense of the contractor.
D. All mains shall be thoroughly flushed prior to disinfection. Only the direct chlorine gas fuel
method shall be used if containating material has entered the line.
E. Every service connection served by a main being disinfected shall be tightly shutoff at the curb
stop before water is tumed into the main. Care shall be taken to expel all air from the main and
serices during the filling operation.
F. Water shall be fed slowly into the pipeline with chlorine applied in amounts to produce a
4os~ge of not iess than 50 ppm nor more than lOO ppm in all sections of the pipeline and
appi.enances.
G. Treated water shall be retaied in the system for a minimum of 24 hour and shall contain a
chlorine residual of not less than 25 ppm at the end of the retention period in all sections being
disinfected.
H. Disinfecting the mains and appurtenances, hydrosttic testing, and preliminar rete~~oii'may
run concurrently for the required 24-hour period, but in the event there is leakge and repairs
are necessar, additional disinfection shall be made by injection of chlorine solution into the
line as provided hereinafer.
I. If the tests are not satisfactory the contractor shall provide additional disinfectiónas teq.uired.
J. After chlorination, the water shall be flushed from the line, in accordance with A WWA C65 1,
at its extemities until the replacement water tests are approved equal chemically and
bacteriologically to those of the peanent sour of supply. The chloriat waterrny be
used later for testing other lines, or if not so used, shall be disposed of by the cøntraótor;as
designated in A WW A C65 1, Section 6.2. The contrctor shall be responsible for all costs to
dechlorinate the water before it enters any storm drain or watercourse. The Owner
wil not be
responsible for loss or damage resulting from such disposaL.
K. Samples frm the newly disinected facilities wil be collected by the Con~tGrand.t~sted by
an independent laboratory. All mains must successfully pass bactriological tests prJorto
connecting to the existing system.
1. Cutting Into Existing Mais: Following the opening of an existing domestic water main, the
interior ofaHaccessible pipes/and fittngs shall be swabbed with a hypchlorite solution. The
drained portion of the existing line and any new section shall bef1i.shed from two directions
toward the cut-in, if possible.
END OF SECTION
EG 061907 15041 - 2
CHLORIATION OF DOMESTIC WATER MAS & SVCS. FOR DISINFECTION
SECTION 15180
VALVES
PART 1 GENERA
1.1 Work Included:
A. Furnish valves, actuators, . and appurtenances, complete and operable, .in accordance with the
Contract Documents.
1.2 References
A. American Water Works Association
1. A WW A C504, Rubber - Seated Buttery Valves
2. AWWA C5Q9, Resilent - Seated Gate Valves fotWater Supply Service
3. AWWA C511, Reduced - Pressure Principle Backflow Prevention Assembly
Par 2 PRODUCTS
2.1 Gen.eral
A. Valves shall be new and of currnt manufacture.
B. Shut-off valves 6-inches and larger shall have actators with position indica.
C. Buried valves shall be provided with valve boxes to grade and covers containing position
indicaors and valve extensions. The valve box shall not trsmit shock or stess to the valve and
shall be centered and plumb over the operating nut of the valve with the box cover flush with the
surrounding surace, or at such other level as may be directed by the Engineer. Buried valves in
trafc areas shall be provided with concrete collars around the valve box. All bued valves 6-
inches and larger shall have thst blocks.
D. The exerior surfaces of valves and the wet interior surfaces of ferous valves of sizes 4-inches
and larger shall have an epoxy coating. Flange faces of valves shall not be epoxy coated.
2.2 Gate Valves
Gate Valves shall be resilent wedge tye gate valves and shall conform to ANSI! A WW A C509
Stadar and be certified to ANSI/SF 61. Valve shall have epoxy coated interior and exterior
suraces. Epoxy coating shall meet the requirements of ANSI! A WW A C550 Stadard and be
certified to ANSI/SF 61. Gate valves shall be equipped with hadwheels for valve operation in
above ground locations or 2" squae wrench nuts in buried locations. Valve shall 'open left.
Valve shall be designed for 200 psi water working pressure. Valve shall have the ty of ends
and tye of stem shown on the plans. Valve shall use non-rising stm (NRS) unless OS&Y stle
stem is called for. Valves shall be anchored to tee, crosses, or other fittings when possible with
all-thread bolts (stainless steel or galvanized). All other installations shall be stapped to thrust
blocks with galvanized staps acceptable to the Engineer.
2.3 Pressure Reducing and Pressure Sustaning Valve
EG 061907 15180
'" T A. T 'TT".n
A. Function: The Combination Pressure Reducing & Presure Sustaining Valve shall maintain a
constant downream pressure regardless of changing flow rate and/or inlet pressure. When the
upstream pressure becomes equal to the spring seing of the pressure sustaining control, the valve
throttles to maintain a constant inlet pressure. "Tying" of equipment into packages for the
purpose of thwaring competition shall.be considered to be in non-compliancevviththese
specifications. Manufacturers shall price items under different subsections or gections separtely.
B. Main Valve: The valve shall be hydraulically operated, single diaphragm-actuated, globe or
angle patt. The valve shall consist of th major components: the body with se installed, the
cover with bearings installed, and the diaphragm assembly. The diaphragm assembly shailbe the
only moving par and shall form a sealed chamber in the upper portion of the valve, separting
operating pressure from line pressure. Packing glands and/or stuffng boxes are not pernj¡ed and
there shall be no pistons operating the main valve or pilot controls.
C. Main Valve Body: No separate chambers shalLbe allowed between the main valve coyer and
body. Valve body and covet shall beofoastmRterial. Ductile Iron is stadard and otherrnterials
shall be available. No fabrication or welding shall be used in the maufacturig process.
The valve shall contain a resilient, sythetic rubber disc, with a rectagular cross-section
contained on three and one-half sides by a disc retiner and forming a tight sel agast a single
removable seat insert. No O-ring ty discs (circular, squa, or quad tye) shall be permitted as
the seating surace. The disc guide shall be of the contoured ty to permit smooth transition of
flow and shall hold the disc firmly in place. The disc retaier shall be of a strdy one-piece design
capable of withstading opening and closing shocks. It must have stght edge sides and a radius
at the top edge to prevent excessive diaphrgm wear as the diaphr flexes across this surface.
No hourglass-shapd disc retaners shall be permittd and no V-ty or slotted ty disc guides
shall be used. The diaphragm assembly containing a non-magnetic 303 stinless steel stem of
sufcient diameter to withstand high hydraulic pressures shall be fully guided. atbothen4sby a
bearng in the valve cover and an integral beg in the valve seat. The setshaLbe a solid,.oiie-
piece design and shall have a minimum. of a five-degree taper on the seting surface fora
positive, drp-tight shut off. No center guides shall be permitted. The stem shall be drilledan4
tapped in the cover end to receive an af such accssries as may be deemed necess. The
diaphragm assembly shall be the only moving par and shall form a seed chamber inthe upper
portion of the valve, separting operating pressure from line pressure.
Theflexible,non-wickig, FDA approved diaphr shall consist of nylon fabric bon.ded ~th
synthetic rubber compatible with the opeating fluid. The center hole for the main valve stem
must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from
the operating pressure. The diaphrag must withstand a Mullns Burst Test of a minimnm of600
psi per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity. The
diaphragshallnot be iiedastheseatjng surface. Thediaphrgt shall befullysupported .in the
valve body and CQverby machined suraces which support no less than one-half of the total
surface ar of the diaphrin eith the fully opened or fully closed position.
The main valv.e Sêãt and the stem beg in the valve cover shall be removable, The Hover
beng and seat in 6') and smaller size valves shall be theaded into the cover and body '. Valve
seatin8"andlarger size valves shallj) rened by flat head machine.screwsforeae.qf
maintenance. The lowerbeRlin,g of the valve stem shall be contained concentrically '\itliii tb.e
seatandshalbeexposetothe flow on all sides to avoid deposits. Toinsure properi;ligiment of
theva:lyestenithe.valvebodYan4 coverSb.aUiie machined~ith a locating lip. No "pinned"
covers to the valve body shall be permit.ed.Coverbearing)#isç~iner, and seatshttl be/m1..de
of the same material. All necessar repairs and/or modifications other than replacement of the
main valve body shall be possible without ren¡ovingthevalve from thepipeline..packiJa~~ands
and/or stuffng boxes shall not be permitted and components including cast material shall be of
Nort American manufacture.
EG 061907 15180 - 2
VALVES
The valve manufacturer shaH wart the valve to be fr of defecsin material and workanship
for a period of three years from date of shipment, provided the valve is installed and used in
accordance with all applicable instructions. Electrical componentsshaU ha:vtla one,.yearWaranty.
The valve manufacturer shall be able to supply a complete line of equipment from 1 1/4" though
24" sizes and a complete selecion of complementa equipment. The valve maufacturer shall
also provide a computerized cavitation char which show flow rate, diñerentiaLpressUTe,
percntage of valve opening, Cv factor, system velocity, and if there wil be ca,vitationdaage.
E. Operating Conditions:
1. 8" PRVValvea. Maximum continuous flow (gpm) 3100
b. Minimum continuous flow (gpm) 200c. Maximum intermittent flow (gpm) 3900
d. Nora.l operating pressure upstram (psi) 80 - 82
e. Normal operating pressure downsteam (psi) 56 -60
f. Upstrm pressure adjusent rage (psi) 20.. 200
g. Downstream pressure adjustment rage (psi) 15 -75
h. Anticipated PRY settng (psi) 56
1. Anticipated PSV setting (psi) 70
J. Valve options: Flow Clean Strainer, Flow Controls,ValvePositioii Indicator, ControlTubing Isolation valves
2. 4" PRY Valve
a. Maximum continuous flow (gpm)
b. Minimum continuous flow (gpm)
c. Maximum intermittent flow (gpm)d. Normal operating pressure upstrea (psi)
e. Normal operating pressure downstream (psi)
f. Upstream pressure adjustmentrånge (psi)
g. Downs pressure adjustment range (psi)
h. AntiCipated PRY settng (psi)
1. Anticipated PSV setting (psi)
J. Valve options: Flow Clean Striner, Flow Controls
800
50
990
80-82
56-60
20 -200
15 -75
58
70
F. Pilot Control System: The pressure reducing pilot control shall be a direct-acting, adjustable,
spring-loaded, normally open, diaphragm valve designed to permit flow when controlled pressure
is less than the spríng setting. The pilot control is held open by the force of the compression on
the spring above the diaphragm and it closes when the delivery pressure acting on the underside
of the diaphragm exceeds the spring setting. The pilot control system shall include a fixed orifice.No variable orifices shall be permitted. The pilot system shall include an opening speed control
on all valves 3" and smaller on the model 92-01 and 4" and smaller on the model 692-01, as
stadard equipment.
The pilot control shall have a second downstream sensing port which can be utilize to install a
pressure gauge.
The pressure sustaining pilot control shall be a direct-acting adjustable spring loaded contol
which opens when upstream pressure exceeds the spring setting on the pilot. The pilot control
system shall include an X44A stainer &.orifice assembly.
A full range of spring setings shall be available in ranges oro to 450 psi.
A direct factory representative shall be made available for sta-up service, inspection and
necessar adjustments. .
EO 061907 15180"trAT"lT'rn
E. App:rovedManufacture: Cia-Val Co., Newport Beach, CA92659-0325. www.cla-val.com
2.4 "Duckbil" Elasomeric Check Valves
A. Ftifictiofit'When line p:ressure illide the valve exceeds the backpressureoutsidethe valve by
a ce:rainamòUìt, the ìine pressur forces the bills of the valve open, allowing flow to pass.
When backpressure exceeds the line prssure by at the sae amount, the bills of the vaJveare
forced closed.
B. Main Valve Body: Check Valves are to be all rubber and the flow operated checktye with a
flanged end connection. The port ara shall contour down to a duckbil which shallallow
passage offlow in one direction while preventing reverse flow. The flange and flexible
duckbil sleeve shall be one piece rubber constrction with nylon reinforcement. The bil
portion shall be thinnerånd more flexible than the valve boy, an formedintoa cteof
1800. The flange dril1ngshall conform to ANSI B 16;1 Glass 12$IANSI B 16.$, Class 150
stadards. The valve shall be furnished with stee back-up rings for instlation.
C. Approved Manufactre:
1. Tideflex Technologies 700 N. Bell Ave. Caregie, PA 1$106, Phone: [phone]
Fax: [phone] · info~ideflex.com
Par 3 EXECUTION
3.1 Installation
A. All valves shall be instlled in accordance with the manufactue's printedre.oninienda.ions.
EN OF SECmON
EO 061907 1518Q -
VALVES
SECTION 15181
PIPE PENTION SEALS
PART 1 GENERAL
1.1 Work Included:
A. Furnish a .water tight modular sealassernbly to. seal pipepenetrtioiis though the concrte vault.
The penetration can be either a steel sleeve, thermoplastic (HDPE) sleeve, cored hole, or formed
hole.
Par 2 PRODUCTS
2.1 General
A. Modular Seal
1. Shall be modular, mechanical tye, consistng of inter-locking sythetic rubber links shape
to continuously fiU the anular space between the pipe and the wall opening. The elastmeric
element shall be EPDM - ASTM D2000 M#3BA510. Item shall be sized an seleted per
manufacturer's sizing procedure.
B. Pressure Plates
1. Modular seal pressure plates shall be molded of glass reinforced N"yloDPol)er with the
following properties:
Izod Impact - Notched :: 2.05ft~lb/in. per ASTM D-256
Flexurl Strngt ~ Yield:: 30,750 psi per ASTM D-790
FJeXuralMödtilus== 1,124,000 psi per ASTMD-790
Elongation Break = 11.07% pe ASTM D-63'8
Specific Gravity = 1.3 8 per ASTM D-792
C. Seal Hardware
1. All fasteners shall be sized according to manufactues seal technical dat. The hardware shall
be either mild stil with a 60,000 psi minimum tensile stengt and a 2 par Zinc Dichromate
coating per ASTM B-633 or be 316 Stainless steel per ASTM F593-95 with a 85,000 psi average
tensile stengt.
Par 3 EXECUTION
3.1 Installation
A.. Modular seals shall be instaled in accordance with the manufactures recommendations. .
END OF SECmON
EG 061907 IS181 -1
PTPP PP1\n:'TD A'TTAi.T eu ATe
SECTION 15182
GAUGES, SWITCHES, TRSDUCERS
PART 1 GENERAL
1. Work Included:
A. The contrctor shall fuish and instl gages, switches, and tranucers as shown on the
contract documents.
Par 2 PRODUCTS
2.1 General
A. Pressure Guages
1. Pressure and compound gauges shall be glycerin filled with a built in pressure snubber, have
41, inch minimum diameter face, be tuet stle, with a clear glas fac. The guage shall be
bottom. connected into a 12 inch NP femae threa.
2. Giigesishall be mounted with an isolating ball valve to faciltate removal.
3. The pressure range, grdation, and figure interval shall be as indicated on the Contract
Documents.
Par 3 EXECUTION
3.1 Installation
A. Pressure gauges shall be installed in accordance with the manufactes recommendations at
locations shown on the Contract Documents .
END OF SECTIION
EG 061907 15182 - 1
GAUGES, SWITCHES, TRANSDUCERS
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7
RESPONSE NO. 9
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
,\ ¡t' ..... '1..,.'
~ . . ~'.. ., 'I' l" .." ,, .
" .14112 PRV VALVE
Labo
Rober Deazo
RObrt DeShazo
Robert Dèhao
Robert DèShaz
Robert OéSo
Robe DeShazo
Rob DehaoRobrt ~ShRobert Bo
Rober DeShao
Tom ROgèl'
Wil Root8ryT$l
Rober DeShazo
Tom Rog
Wiiam Roo
i;ry TaiRob~oRobe De
Robert oesioRobe DeRober Deo
Robert BodnaRober Deo
Tom Rog
W1l RøoRobe Bo
Rob DeSha
Tom Rogrs
Rob Boar
Rober Deazo
Tom RogerWlRoot
Rober Botl
Robért DeSha
Tom Røg
Wiliam RootRobert Bo
Robed DeSho
Willam ROO
Tom RogersRob .De
Robert DeoTomRog
Wilim RootRobBcdnrWim R~
Robert DeSha
Tom Rogers
Tom Rogrs
WtliamRoo
RobertBodn
Robe DeSha
Tom. Rog
Wilal' Rooi
Rober Bodr
Rober DeSha
Wek Enin
811127
812312007
817riOO
818100781078/
811127
915127
9/141007
9/14120791141
9/141007
9/14100
9J21/207
9121/207
912112007
9111207
1011917
10/2007
10/31/2007
111907
11116107
1112310011127
111231
11/231007
11/2917111211fl0712l07
12Joo712~12J07
1211310012113112113l
12/13fOO
121810712/007
1218100
1213120071/4/
114/08
1/41208
1/41008
1/1112008
1/1112008
1/111208
1/11/2
1/18/008
1/18/008
11;00
11231008
11231
11231
1/18100
111Sf00
Hrs Wo
1
1
1
2
1
1
1
4
8
10
15
14
16
1.5
5
6
1.5
3
2
6
2
4
3
7
15
40
1
2
1
25
7
21
40
4
2
4
4
10
4
12
10
8
8
10
16
9
Q
6
9
6
1
2
2
2
2
3
8
HouRate
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 25.00 $
$ 25.00 $
$ 25,00 $
$ 25.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20,00 $
$ 25.00 $
$ 20,00 $
$ 20.00 $
$ 25.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 20.00 $
$ 25.00 $
$ 25.00 $
$ 20.00 $
$ 20,00 $
$ 25.00 $
Tot
25.00
25.00
25.00
50.00
25.00
25.00
25.00
100.00
160.00
250,00
30.00
280.00
36.00
SO.OO
100.00
120.00
30.00
75.00
50.00
150.00
50.00
100,00
60.00
175.00
300.00
800.00
20.00
50.00
20,00
500.00
175.00
525.00
80.00
80.00
50.00
80.00
80.00
200.00
100.00
240.00
200.00
160.00
200.00
200.00
320.00
180.00
180.00
150.00
180.00
120.00
20.00
40.00
50.00
40.00
40.00
60.00
20.00
. _ '"
.':t"
4~2
Rob Boar
Røb O(St
Robe DeShazoRob SOIl
Tom Roge
Wim Ro
Robert BodrRob De
Tom Rogers
WiRootRob Bo
RObrt De
Tom ROO
WI Roo
Rob BonarRob De
TomR~
Wl Roo
Br Tat
JameThmtl
BrTalRob Bo
Tom Roge
Wil8m Roo
Bi TatRó 8a
Tom Rog
Wi Roo
BtyTat
8l Talo
1/31.08
1J31J221812I2~2i1l
2114128
21141
21161008
211613/141
3/1412
3/141208
31141
$121128
311/200
3111200
3112008
3/1120083/112
411112
4/171208
4117J28
411712$
4/17J284I4f84I
41008
513i0$
Equipm
equipm TlJ
Oump TI"
DumpTNCTriHo
DuTn.kTrlHoe
Loader
Dump Tr
W8 Ef!11311221B12~21141
2114123/14/004l08
PRVVALVE
220.00
150.00
150.00
50.00
420.00
32.00
28.00
100.00
60.00
40.00
80.00
25.00
40.00
80.00
40.00
50.00
40.00
30.00
50.00
10.00
10.00
160.00
160.00
80.00
80.00
eo.oo
00.00
80.00
80.00
60.00
20.00 $
25.00 $
25.00 $
20.00 $
20.00 $
20.00 $
20.00 $
25.00 S
20.00 $
20,00 $
20.00 $
25.00 $
20.00 $
20.00 $
20.00 $
25.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
20.00 $
$
$
$
$
$
$
$
$
"~i;'"'' ,:::....,:I.)l......;.';..
13
6
12
25
21
16
14
4
3
2
4
1
2
..
2
2
2
1.5
2.5
O.G
0.5
8
B
4
4
4
3
4
.4
3
H.. Op!
12
2
9
9
10
2
1
Eq T"
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Na Ra TOu Eg!t$ 85.00 $ 780.00$ 65.00 $ 130.00
$ 125.00 $ 1,125.00
$ 65.00 $ $8.00
$ 125.00 $ 1,250.00
$ 85.00 $ 170.00
$ 65.00 $ 65.00
$
$"'10101
., _f'..
, .
4I00
MatrilsveH 0 Wei
H D W_rw!'
H 0 WaterksH 0 W8rbH 0 WatH 0 W.rwHD VVatH 0 Wat
H D WatelorH 0 WatH 0 Wat
Pac St
Conet CUgaoi$CJIn St MatelLow CoE W CrR_ Cøne.w,c. W_ Pr
IIv..Da
8/112008811fi
$1120065~91009I9I0812/81712J7
1/1510084I4J121$f
12J12007
Jo CK.....øw¿
Totl Job Cos
L.r
equipmentMarlls
SubTotProf & ov
PRVALVE
Am
305,08
96.67
19.94
95.58
1406.82
12.17
138.87
1271.13
190.08
745.8ne.n
11~.39
16048
301
192.S
500
$ 25.00
T....$ 30.08$ 98.87$ 19.94$ Q5.58
$ 1,406.62$ 12.17
$ 138.87
$ 12,771.13
$ 190.08
$ 745.$0$ 776.77
$ 1,146.39$ 160.00
$ 480.00
$ 301.00
$ 1,92.50$ 50.00$ 25.00
. -n..:..?':... ..... . .... ; ,: ~:':f.( ...::i...
..:...!~l!::; i.:.. i".,' ":M ... .~ .:.:'.J. ~..:~;.,. "'~""~'.;:r".~ (;;¡" ,
$ 4,105.00:_:.: 'i,:,;"',:.$1. :t3....e.
$2217980 ..::,'.:..,::...( ;........;' '.. ..,¡
. ~;:.,:::: .1/.':.::'.. :::/:~~,'i'.. .
$ 42,64.fi
-:_~~
RESPONSE NO. 12
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
'..' . .,~~. ,
4l0l
LaborElI~BO BOrRo DeTom.~WlRo
Bry Tatr
Equpm
EgJ! TpOurnTruBaoeLO$
Mals
VenorHOvlaworbEaIe
sa Cut
AsPhltCo...Tie Ba
e. Wa In st
J,* ÇaBlSllclJl
Tot JC) Cosng
we I5T17I7,.20,..71251
weEnd7ri
7125108712
InvJSt. Dlte
LaequiptMats
SubTotl
Prom & Ovhea
~ú Fe: M"T('
c: ~6
CiTie
Il."~
27.5
21
12.
9
Ho".$ 2000
$ a.oo
$ 20.00S 2080
S 20.00
T.LabQr¡ _.00
$ 52.00
$ 240.00
. 520.00
S 180.0
S
$
$
$
$
$
$
'~:"':"":.::'.,I"",:"",
~
; I 1J
K". 9Jl8 l: Ra Tot Mdl:8 S 65,00 $ 52.009 $ 65.00 $ 585.007 $ 85.00 $ 595.00
$
$
$
$
SEqên Tot
Am
541520,.
1418eo
150
1,70.00
Tot Mli 'tl1U$ 20..$ 128.
$ 1,418.00$ lO.GO$ 150.00
$
$
$
.....W.,.lrMli.:,,', ' ':. . 'l 'l! , ': ,,:,'1.'.:.
290 !!
., l4r1 ~ cO _
dkm= 1m;;;
$ 13._.90
...
RESPONSE NO. 13
Eagle Water Company, Inc.
EAG-W -09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
"..
~'e. 2.
r.,..,,"fj-::~ (,l,'¡';" , ;"~",,~ .V
.Er,~ ",A';$-~J::0: lI 2:itl'~':¡,~~~.l,T¡it,"f"~(~
~~::~\ù.i"_~:'~;~:'l"
..,
Mayo,f Phil Bandy CIT OF RAGLE
p.o, Bot isio
:Eage, låa 83616
939.6813
Counoil: Ste''e GuefberM~lld Huf
Nonn Sentiko
Al Sholihtatian
October 29. 2008
Eaglè Waíer Company
Attn: Bett
Fax 208-939~0267
RE: Engineering bitting for the lnterte
Bett,
Please dÏ$rerd the earlier le ian to you wih Ii bllUng of S2,6eS.()O frm
Hollay Engineering, That bill has been paid by th Cit. Following is the final billl.tg
from Holladay Engineering for the Interte Proje. As you wiH see it has be spot out
and the Eagle Water Company porton is on pags 2 and 3 totaling $9,146.13.
Please make payment direcy to Holladay Enaneering and forward a eopy of th
payment to th City,
If you have any quetions, giv me a calJ at Cit Halt, 489-8771.
Thank you,~
City of Eagle
Keltie McCombs
Admin Clef', 11
Attachnints
1.' :7(r' .t\~1 ~ 1 ¡\\l:¡ ~ri .\ I 1 '1 Ai~(7.: t ~i~:¡7. 'h7. ïjA~
",.
...
HOIli!dal.
Engineering Co.
i;.= :=
Cit of Ea¡t
POBox 1S20
Eae,I0S316
~__~~~~~iÒ~
EGO'Nt elOlé Wa Company Intei1.
o GeMral
Pral!i¡1 'tM
O'3~1l Prlri
Us ¡¡ to omQt
Q'7/Q4 l"rinci
ew "" FI ~ OIe!ln'li zi oX~llo¡w* Prø- ~f1\ler L
l:lll' 'Wtk Cit ~y 011 E\'C ~ 30lI¡\inI'.tlll!l
Ø71011:8 P"OJect Marier i
Mfl¡¡",ti swe .i8lrneyl Ui ØCiJ'..
07102Ii PiNt Mal'gi I
ewe lii, DuCIIMt
07107108 'rc"'~1
S\Jll~ léS wwl!k!llte, WQ out~~. QO!'nelln wlll '::¡\y
Cn'íOrloe ~al
!-.lll,.. jrici~ lIdEWC. i: CtlMnl Q~ll~ im. hl,- ~iwi ~n.
Cl:"'ö'9! J:tci MiTlag i
~~i:~~..~cienC8. WOr!;ln
O1/tfDl Pr=ill
hi1l!'lf aQrQMoiii WIll .ltrr3 Susar andClr\ 11'1i ~ lhltWi!' ãI~
iimlle ~""ri rW ån nin6n9 at COnei.
071O~IOf Prln~
¡¡WC ¡~ lnlii fQr CQcl
0';/1 Q,'oe l"1' Maner I
Oisç&Sllili li !I'. or pl. ~,Ipcnli
wl Qe 01' 'ec~iI
07/101$ FrIpll .
S,*lal Coriell meeting on EY lind ,pldl
illl8 a9tvM'"t aoo reflVi
!ftliØlUl(.7101mli Milage
07/ò2it P.il
0710'10$ MIll!'Øgii
Si~tatl Gln Co;He ¿
...
21
r"~~
PO 8o23
. ~et. IP.R~66
P!': 12O1 Kl.334
Fax: t2Dãì si,Z-2159
InvoIce Ottte; Sap 17'. 2(
lnvo Number: 34047
O.SO hrs.85.00
'00 hr '''0.00
0.50 h:..55.00
8.00 hr40 110.00
1'.00 hIS ,70.00
5.00 ri~.NO.CO
2.00 26.00
LOO hr$.110.0
U:o tin!.1.10&.00
0.50 hri,65.01)
~.$/lr¡2'7$.00
5.aO his 71500
-43.6
U.~
43.ae
.'II 81,$4 77 ..
I' iI ¡v di lIt1 "CI/Ìli
A~y.,~ wI a b8/I!~ dw /h l~ Ð! PMtha !1l~0J C/lc
1' /lUIlb¡ JDlI/1.1li fi.- &:*.
i "i He 'r11I ~w~.~ ~r: A!r:);;~a. í: H;;)~'57 ~d\l
r'
.--
HoHltay EJ9Î~erns ~~.
l'o~et EGll:l7 e;gil! Wfr Oop! IltiE..
EG0801
;w
~e Wèf' Company Intrt
ewe .Ea Wlt Company
l.~!oslStm07/11/pe ~lilõrigt""1! 4.00 ""...
Watr "l0d gf tll- ew 1i1'1l.'Ji11oe i:ricl!ll 4.00 IYIriitiil ct¡reoi an $l Ii~. EWCin~R ~ lQmo ba er
!W ,iiijrQlIl ~r 01 ~ll 6. 'Jrn inadng_l107t41S Pt¡ciet __Ot~ 1Il\~ dllli. pl..ii, ~ir.
as-tll rA _6r:; tr line fo I!W:;. IiEQ(f /14100 OMJO e..Ìl 1lW9moat Of ËWC _"C~.
071 ola PrlmipiIl' ~nt Mi Il .'e Inl'o"tEW !'IliSt re1""'tll1 ~ 1I.1i,
DEQ ~.mairlßi011"5108 F'~eeM!llJ i
POll"i~t' .,1. mOa.mljr:milSoll c.~ lit
W_ mCdlQf ¡tlntieton; Witer mQdi
,~ i:'Ml\ \! 0U. ll iips
rot OSQ .i¡lilløn.07f~8 !l;;d¡e'A mtlf.!t an ~ml!, ¡,
itelre."cr ¡nr Ol" ini.t, uøat P1\lll fØ(j 0I1ifl pr~~07/1fiOa Prq..CI Man.r i
~lIoiig j¡.. IfllUln Wi CEQ em:tuÌÆit$t'.~0111g~ DflOl' Erìi ttlTta"I ~ri to db mo rv lI
~; !liX outpUt a!' !itJl!l)' 'a;irtCT'1f.!Ca Prini!i.sc. O=~ ~ lf ~ IoP~
wii .11m lIee. uWl tl'~lØn and mCO&6r.g!WC~~.C7!1'~ "ui ~t i
eOlØspndE¡l~e; Oirlll (fll"ll 1mnlllilhr'g tnrl linei di.irifel(n ofinl'rt
O1í111OS OßÎ! Eti~r ILLRMrillng t)oeo ~ OI mo~.(f117tO PiCl
PUC ìr¡o 1!(l!1 E'J\ COen oriHr en Un'iri
itnd SC""uie u¡i io II ~,l.'oy 1I0IQ QJ ~
om ll!! P~=l Man.. i
ct7l'orid~ ~ftllio of Pln Of
a:lMi:OIi umi/g Dte. for eei i~t&~: Sil'1.\~..(hO(O
()í"11 aI!! P,.ncòa
EWC j\'ttle e-alls and pJ""Q7IJH\ie ProJe Milnli'l I
Di~ O/1Wler jystem.1êfl eM
';ISeu~ic ef ~~ decS/i:. iit\ ~ slie~I"J ~~ ~~ Wi CliQ!reI
ClijO?Jt1loe ~'et I!ti¡lIr II
Mö$¡i o'.iwt and map; Mi.. llll.aG' !id~,. ~1I~0I
ui''¡' :e..i....il ,... b
. l,n;'Vn,'ClB _l1w.i :'/pMy,I''Q\\i- ~1l"' t1"!(3lldll.9IMM/f,é i''C ~iW"7,' Il i!//JIo, t 112~ '1Ml~ i:&
::...:==:
r j 70 ri!i
2,50 hrs.
:;.!O mi.
2.00 .hra
1.eo hrs
~.50 0'3.
250 t;..
:HO tirs.
'.00 hni.
:Uo 'i
Î.()'ir"
o.eo 111$.
1.00 tiri.
1.00 til'
i..,ii hI',
3.50 hrs
2.00 lirs.
~ 1 (', d ~ ~r, ,:;.~
-
I~wic ~047
ll'Wl\Clill: Setbø 17,%005
".'. 2of3~.. ...
4Wl.
5~.OO
27SQC
2'750
~1I 00
~iil.O-J
1,207.SO
~9.lX
385.oi
115.00
41S~,OQ
111.00
:;750
131)'0
1116.'C
S5.0C
3l~.0(
2"'0.OC
.,..~
AIJC7 .: r'rri7 .~? ';'Alf
. -"-f' . ..... , ..
~~...
HQliay 51';ilneeg Oi,
Projll EG0ß1 Etile INll i:mp;i'y Inierlt
600047
-
E.. Water Compay Interu
ewe latle Wätør Compny ~cont
i"'''
''''rio; ~,:04l
In\~ i;e: ~~mll ~?'.:iOOS~: hii
')711¡t PrI/lal 4.50 hf5. seua
EWC lr.ei O\-$ne vi'l Rd n Qt~. EYV
Inrert I)Kb wl coir~t if~ tt
l'i!lill fQl tii:In. war Rights and w~1MI' e-l ro ciiy 1 e-l'ail
1)1"/08 p/'ect ~t I~1J 01 CQI1SllI. woin wll DiGi01 ~ òi lh~; Mo tlis'mfn~me~ wiit OEQ i;_
J712.209 Prioi
ew lru i1$ifi'l CI$lnM MI!
l\. EW irie . 1t1l. Mils e. Jim Reu
lII, ire QI'S 'Jl1sWC\ii,
0';/24108 I'tnlewc umpl. ;w¡ilii 6nd e-llllt on OEQ- Ciy
0712610$ Ptli~
jiia~ng Illplln EWC inieie JmIQY8 reoon
\0 C!, ta. ¡¡ an:\ Mø' Drop reir a~d~.a..IfTl1vllf0712a pr"!l ~~ iCélì1 of Inieite à/lll ~,~ fOr
ølln fQt ~ Md ot EW CQO~.t,c'jl..re~07!~a Ptirill''~ \n .rOl'Mm om~.
lnør.ao ~ $\. Mot). Robø. MTC !Id
OEO; ~se 8Pr'lllIr O£QoalQ PH" EnIl ili
Moll cú.pt r$isri ElM C0llpollim.
0I021l Adllstivo .Ai:cl_tiri i
A:I1'n 9S$lIa
3.¡¡O hrs.:l8E.Or,
".So \ir¡¡.lI8l.Ol.
2.00 h'l.2Mi.OC
U6 hfIJ.4:i.$Q
1,00 riri.1'M"
:.ìOC Iota.O~.OO
C SO brs.::i.!10
0,:'.5 liN!.10.'JO
4:"88
r~.3B
0140.~
.-.--..
14C38,G7~.tn.D1~
7 'd
e_ct~
0""'6108 MlInge
~el'l4l8 COnllCl SerCl . ~~ ÒØrlio,lt$Jll. ro ~ wæ~:
Totl Due ThillnvolCé:
H2L ,., iC'n.ii~..oM I'fIril1lAll ri\1 VJ t ~ i:~ lJ, (J d.,)1 ou I'* h\lM4 í1
,. hø ftllr 10 f1 , !1B "...... Ciil
L i 580N ~-~~: ;JO A.lIJ !kSë" 6(:Jl '~l .~=V
RESPONSE NO. 18
Eagle Water Company, Inc.
EAG-W-09-0t
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
... .¡...~
MTC, INC.
CONSULTING ENGINERS, SURVEYORS, AN PLANRS
707 N. 27TH ST.
Boise, ID 83702-3113
[phone] Fax [phone]
FOR PROFESSONAL ENGINERG SEVICES FEDER ID No. 82-0398542
ACCOUNT OF :
EAGLE WATER COMPo
P.O. BOX 455
EAGLE, ID 83616
JOB NUER:
#93-241
Apn129, 2009
JOB # 93-241
Well #4
Eagle Idao.
EVALUATION OF WELL # 4
$1,200.00
DUE TO DATE 4-29-200 $1,290.00
.., J ..""
.. '._'
4~
LaboBobb 8ITom~~a~Tàl~ôb o.f\øn Revf\an ReNonr RevI\ H~
Eqpm~Tp
MatlsVenldaP_AMe El, IncPr ElPr Elec
we End5/8SI5J08413182/1/085/12151121
WeeEnd
IrwJ$L 081e4131009141211/0
o
.Job Con, Brkdo
Totl .J co
~Cã f=
La
Eqtipment.MGtias
SUbTotlProt & Ovhe
kl'"C-
Well" 4 R.ep
HrWo
1
1
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$7G.o
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$
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$ 3.114.00$ 972.12$ 24.i!.71
$ 24,41'0.00$
$534Z
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$ 700.00 $
$
$ 5$41.83 $
770.0070.00 $
$
5.34.58 $
$
58.78.41
59,53.41
$ 59.53..1
\:'c. .~l
I ~ l
.,
RESPONSE NO. 21
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
.'....f'~.
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4I00 BOOSTER PU AOON
Labor
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Tom Roge8rTatRob DeoROb De
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11 .2600 $215.00 ad
1 $20.00 $20.00
1 $20.00 $20.00
1 $25.00 $25.00
2 $25.00 $50.00
2 $20.00 $40.00
6 $20.00 $120.00
3 $20.00 $80.00
3 $20.00 $80.00
2 $20.00 $40.00
2 $20.00 $40.00
3 $20.00 $60.00
2 $25.00 $50.00
1 $20.00 $20.00
1.5 $20.00 $30.00
4 $20.00 $00.00
5 $25.00 $125.00
1 $20.00 $20.00
3 $20.00 $60.00
2 $20.00 $40.00
6 $20.00 $120.00
9 $25.00 $225.00
8 $20.00 $180.00
2 $20.00 $40.00
8 $20.00 $180.00
9 $20.00 $180.00
16 $20.00 $32.00
18 $25.00 $450.00
8 $20.00 $160.00
24 $20.00 $4&1.00
17 $20.00 $34.00
5 $26.00 $125.00
2 $20.00 $40.00
16 $20.00 $32.00
14 $20.00 $28.00
4 $20.00 $80.00
17 $20.00 $340.00
12 $20.00 $240.00 roo-w
8 $20.00 $180.00
12 $20.00 $240.00
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S 93,80.67
'20f2
RESPONSE NO. 24
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
EAGLE WATER CO.
EAG-W-09-01
RESPONSE NO. 24
PLEASE SEE THE FILE FOR
A THREE-PAGE BLUEPRINT
THAT IS TOO
LARGE TO SCAN
c
RESPONSE NO. 30U)
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staff's First Production Request
l-_t:
MTC, INC.
CONSULTIG ENGINERS, SURVEYORS, AN PLANRS
707 N. 27TI ST.
Boise, ID 83702-3113
[phone] Fax [phone]
FOR PROFEONAL ENGIERG SERVICE FEERA ID No. 82..398542
ACCOUNTOF:
EAGLE WATER COMPo
P.O. BOX 455
EAGLE, ID 83616
JOB NUER:
# 08-913
September, 2008
JOB # 08-913
New Well # 8
EAGLE,ID
Mar28l -to .July 28 WorkDr
291.5 Hrs. ~ $27.50fH.
Techncian
34 Mr. ~ $45.001l.
Engin
24.5 Mrs. ~ $85.oolH.
$ 8,016.25
$ 1,530.00
$ 2,082.50
TOTAL DUE .JaW 281 $ ii,62875
August 208
Drafsm
78 Hr ~ $27.501l. $ 2,145.00
Techncian
149.00 Hrs. ~$45.00fH. $ 6,705.00
Engineer
9 Mr. ~ $85.oolH. $ 765.00
August. 2.008 work $ 9,615.00
TOTAL DUE Setember $21..3.75
-¿.-
'", ..~,i3-NEW WELL # 8 April 28, 2'"
September 2008 to March 2009
September 200
Draftsma
56 HI. ~ $27.50/H. $ 1,54.00
T eclil1Icia
18 Hrs. (a $45.001H. $ 810.00
October 2008Drsm
34.5 Hr. (a $27.50/H. $ 948.75
Engineer
26 Hr. ~ $85.001H. $ 2,210.00
Novemher 200Drsm
77.75 Hrs. ~ $27.501H. $ 2,138.13
Engineer
12.5 Mr. ~ $85.001H. $ 1,062.50
Deoomber 2008
Draftma
15.5 Hr. (a $27.50/H. $ 426.25
Techncian
1 Hrs. ~ $45.001H. $ 45.00
200
Jaiuiary 200Drsma
2.25 Hrs. ~ $27.501H. $ 61.88
Engineer
2 Hr. ~ $85.001H. $ 170.00
Febniary 200Drsma
5.5 Hr. ~ $27.50/H. $ 144.38
March 2f09
Draftsma
1.25 Hr. ~ $27.50/H. $ 34.38
Smtember to March 200 wOrk $ 9,591.27
TOTAL DUE Apri!, 200 $ 3Ø,85.02
RESPONSE NO. 31
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
Saiiie of 1daoo ' Depimeni ,of E.'liroiilita Quaiity
30ise Re;¡ionai OtIce
PLA~ïS ,;! SPECßfiCATIONS RmV1EW
These pians i.i:or s¡iciications ¡iave ben reviewed ior comDliane:;
with Depanmem m" E~vjronmellta¡ Quality rules. This review dòes'1ct
relieve !ße owner, ;engineer, or !be contrctor of die responsibiiity 'io
design or construct these facijities in coniiiiinCt '1"L11 all currnt appjic:i-
Jiie iederaì, .3tale iliid Jocal laws. rules, reiiuJatioJli.. ur ordinances. Plans
¡lOwcr specifications must he re~ubmitteà tor review jf construction is !lot
,=ompieted within one year trom approval daie.
M\_L. 1--1-"-1 ..¿toAf, -.J.JI t-S
1teviewing DEQ Engiii~r Q/i.WD8
, Approval Dat
Rhkr ~~.amRefer ~o 3pproVUJ condiiions in ieHF" to:
SPECIFCATIONS FOR DRILING
OF
EAGLE WATER COlY AN, INC.
WELL NUER 8
GENERA INORMTION & PROPOSAL,
GENERA CONDITIONS
(CONTRCT DOCUINTS),
SPECIA CONDITIONS, AN WELL SCHEMATIC
.' ..cif
\, \~D:g Jff J"(~:~~2ZJS¡' .
EALGE WATER COlY AN, INC.
P.O. BOX 455
EAGLE, IDAHO 83616
t,.'0,.,.,.\f' f'" 1 .
():j,' ~\l
SPECIFCATK ~l .ød'#.V
J~~'
al,jlOl
EAGLE WATER,
WELL NU
GENERA INORMTION & PROPOSAL,
GENERA CONDITIONS
(CONTRACT DOCUMENTS),
SPECIAL CONDITIONS, AND WELL SCHEMATIC
".', (.~., ' ~
/ ",,:' " 1/1 "'. ".
i,' ;,r, ,f' '~~J '; -\'1\ \'~:&f I gl~~ ¡~
\"~YJl:Itj;~' .1
EALGE WATER COMPANY, INC.
P.O. BOX 455
EAGLE, IDAHO 83616
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
1410 North Hilton. Boise, Idaho 83706. [phone] C.L. "Butch" Otter, Governor
Toni Hardesty, Director
TSP&S-17112008
August 28, 2008
Robert DeShazo
Eagle Water Company
P.O. Box 455
Eagle, Idaho 83616
Subject:Eagle Water Company Well NO.8 Well Specs (Eagle, Ada County)
A. Well Conditional Approval
B. Groundwater Under Direct Influence of Surface Water (GWUI) Determination
C. Recent Federal Regulations
Dear Mr. DeShazo:
The plans and specifications for the subject project appear to meet state of Idaho standards, and are conditionally
approved as noted below:
I. STANDAR CONDITIONS:
A. All conditions of this letter must be met. The standard conditions on the Departent of Environmental
Quality (DEQ) review stamp are part of this approvaL. Supporting reports or documents are considered to
be par of the approved documents.
B. The approval applies to the drilling of the well only. Separate plans and specifications for the pump, pump
house, and appurtenances must be approved by DEQ prior to constrction. The design package needs to
include at least the followig:
1. General Plan and Specification Checklist.
2. Drinking Water Distrbution System Checklist.
3. Drnking Water Pumping Station Checklist.
4. Well House and Equipment Design Checklist.
5. Other items required per the checklists.
6. Other site specific items deemed appropriate by the consultant.
7. An evaluation of how disinfection and contact time would be installed, should that prove
necessar.
C. No work may begin until a copy of this approval letter and the plans and specifications bearng the DEQ
approval stamp are delivered to and kept on the job site. As the project owner, you must ensure that the
contractor, the constrction inspector, and the certifying engineer are aware of the approval conditions.
D. This approval wil be voided if: 1) construction is not completed by August 28,2009; 2) the project is
improperly constructed, operated or maintained; or 3) the project fails to function as intended.
E. No significant deviations can be made from the approved plans without DEQ's prior written approvaL.
Robert DeShazo, Eagle Water Company
Eagle Water Company Well No.8 Well Specs
August 28, 2008
Page 2
F. Per the project documents, the Land Developer or Owner or his representative shall ensure that a
,____________~roK~§~i()I1ai eI1gineer""itiMiÇ, Inc. provides supervsi()I1()f constrcti()n anQ'\ttencl_()c.~meI1t~tiC? ~~~~_~_follows. -------------- , ~-- -
G. The Application For Drillng Permit approved by IDWR contains conditions that are an essential par of
the subject plans and specifications. A copy of the Application For Drillng Permit approved by IDWR and
the DEQ approved plans and specification must be maintained at the drll site.
H. The project engineer must stake where the well wil be drlled in accordance with the DEQ approved well
site plan.
1. Before this well can be put into servce and the water distrbuted to the public, DEQ must issue a final
approval of the well and/or water system, and DEQ must issue wrtten authorization to serve water to the
public. Approvals of other portons of this project and/or the lifting of sanitary restrctions shall not be
interpreted as authorization to sere the public.
J. Before DEQ can issue final approval, a well completion report must be submitted to and approved by DEQ.
This report must at a minimum include:
1. Results of new source monitoring samples collected by the owner and tested by a cerified
laboratory. A detailed list of parameters that need to be tested is attached (ths includes sand,
corrosivity, and secondary contaminants).
2. Results from pump tests conducted after constrction. These results shall include the requirements
listed in section 51O.06.c of the Idaho Rules for Public Drnkng Water Systems (IDAPA 58.01.08).
-i~
3. Docúmentation that the project was completed as approved, an as-built schematic of the well, and
the well drllers log.
K. DEQ wil advise you if a fial inspection and/or initial sanitar survey will be required prior to fmal
approvaL.
ll. PROJECT SPECIFC CONDITIONS:
A. The well specification package included a Transfer of Water Right approval form issued by the Idaho
Departent of Water Resources. DEQ noted the water right trsferred to Eagle Water Company
establishes a diversion rate of 3.50 cubic feet per second (cfs), or about 1,571 gallons per minute (gpm).
The well specification package appears to be for a well with a capacity greater than 1,571 gpm.
Eagle Water Company wil not legally be able to divert water from the proposed well at a rate greater than
which they hold water rights and may not use more that the approveà diversion rate in the Master Plan and
associated Declining Balance Reports. Eagle Water Company must review their existing master plan with
regards to water rights. Eagle Water Company must review their available water rights for this point of
diversion and for the entire system to ensure adequate water rights are held for all diversion points.
Robert DeShazo, Eagle Water Company
Eagle Water Company Well NO.8 Well Specs
August 28, 2008
Page 3
RECENT FEDERAL REGULATIONS
You should be aware that recent federal regulations could affect the design and operation of water systems utilizing
groundwater sources.
A. The "Groundwater Rule" (71 FR 65574, November 8, 2006) will provide for evaluating groundwater
sources that are not under the direct influence of surface water, for vulnerbility to microbial
contamination. If a source is found to be vulnerable, it may be necessar to install disinfection and contact
time prior to distrbution to the first customer. To provide for that possibility, the planning and layout of the
facility needs to include an evaluation of the how the system could be modified to supply a minimum
effective "CT" (disinfectant concentration times contact time) of 12 mg-min/ (as chlorine).
B. The new "Stage 2 Disinfectats and Disinfection By-Products Rule" (71 FR 388, January 4,2006) regulates
certain compounds that are formed when disinfectants combine with certain natually occurng, organic
constituents in water.
Please call me with any questions at [phone], or contact me via e-mail at michaeL.stambulis(fdeg.idaho.gov.
Sincerely,
r
'"il) r' ALi?1" /. ~ ~
i ; ~!o;¡..t.k,"'(-~lJ.t. "1.' -t
Michael Staribulis, P.E.
Technical I Engineer"
MS:sjt
Enclosures:One SeI( s) of Approved and Stamped Specifications
Drnkig Water Monitoring Requirements for New Sources
C: Mark Mason, P.E., Boise Regional Offce
Tiffany Floyd, Boise Regional Offce
James M. Rees, P.E., MTC, Inc.
Rob Whitney, IDWR-Boise Field Office
Source File 1 Eng, Eagle Water Company Well No.8 Well Specs
TSP&S Reading File
STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
1410 North Hilton. Boise, Idaho 83706! [phone] C.L. "Butch" Otter, Governor
Toni Hardesty, Director
TSP&S-172/2008
August 28, 2008
Robert DeShazo
Eagle Water Company
P.O. Box 455
Eagle, Idaho 83616
Subject:Eagle Water Company (Eagle, Ada County)
Master Plan Addendum Required
Dear Mr. DeShazo:
DEQ recently approved the well constrction request for Well NO.8. DEQ noted during the review that the well
specification package included a Transfer of Water Right approval form issued by the Idaho Departent of Water
Resources. DEQ noted the water right transferred to Eagle Water Company establishes a diversion rate of 3 .50
cubic feet per second (cfs), or about 1,571 gallons per minute (gpm). The well specification package appears to be
for a well with a capacity greater than 1,571 gpm.
Eagle Water Company wil not legally be able to divert water from the proposed well at a rate greater than which
they hold water rights and may not use more that the approved diversion rate in the Master Plan and associated
Declining Balance Reports. Please address this detail in a letter-amendment to your master plan to Peter Bair of
DEQ, care ofthe Boise Regional Office. Should additional water rights be obtained for this point of diversion,
please send tht supplemental information at your earliest convenience.
Please call me with any questions at [phone], or contact me via e-mail at michael.stambulisêdeq.idaho.gov.
Sincerel);, "
C". II 1"1. ...." ,-7 /1./!- \"...'\1: T: i';!.', -'........1
J j/ (~ (i ìf-'''Ii_ f/' ._.-j (4)j.~.i( -,j.),ri'~~'-
Michael Stambulis, P .E.
Technical I Engineer
MS:sjt
C: Mark Mason, P.E., Boise Regional Office
James M. Rees, P.E., MTC, Inc.
Rob Whitney, IDWR-Boise Field Office
Source File 1 Eng, Eagle Water Company
TSP&S Reading File
TABLE OF CONTENTS
GENERA INFORMATION AND PROPOSALS---------------------------P AGE 1
CONTRAT DOCUMNT ---SECTION A-
(GENERA CONDTIONS) ----------------------------------------------------PAGE 7
SPECIAL CONDITIONS-- SECTION B--------------------------------------PAGE 18
~LL SC~lvATI C-------------------------------------------------------------- PAGE 26
EAGLE WATER COMPANY, INC. WELLS
GENERAL INFORMATION
1. General: The work contemplated under thi Contract compries the driling of
one water supply well using a rotar drll rig includin but not lited to dring,
installation of casing and screen, well development, and all testing required by the
State ofIdaho including bacterial, chemical, yield and draw-down. It is estimated
that the well wil be approxitely 450 feet in final depth. It is the intent of these
Specifcations that the Contractor shall fush all necessar labor, equipment, and
materials as not provided by the Owner, and he shall perform all operations
required for the completed water supply well.
2. Specifcations: The Specification under which it is proposed to execute thi work
consists of all the inormation bound or referenced herewith and is intended to be
mutually cooperative and to provide the details reasonably required for the
execution of the proposed work. Any interpretation as to the meang or the
intent of the Specifcations should be directed to the Engineer in writing. Any
interpretation or chae in the Specifcations shall be mae only in writing and a
copy of such interpretation or change shall be mailed or delivered to each Bidder.
The Owner wil not be responsible for any other explantions or interpretations of
the Specifcations.
3. Type of Proposal: Proposals for the work contemplated are to be submitted on a
unt price basis uness a lump sum basis is specifically designated for certain
items.
4. Estimated Quantities: The estimate of quantities of work to be done is
approxite only and is solely for the basis of calculation upon which the
contract award shall be based.
5. Preparation of Proposals: All blank spaces in the Schedule of Items and Prices
for the well being bid upon must be filled in with in or tyewriter. No chages
shall be mae in any of the items withi the Proposal. Where the work "none" is
applicable, it should be inerted.
6. Submission of Proposal: Proposals must be made on the prescribed forms bound
herewith and submitted to the Owner, intact with the complete Specifcations
withi 30 days after receipt by the Bidder. There wil be no public openig of bid
proposals. The Owner wil open and review bid proposals at his option. Any
proposal shall be deemed inormal which contais omissions, erasures,
alternatior.. or additioriS, or items not caled for or wliIch in ai--y other ffaiJler
shall fail to conform to the conditions of these Specifcations. The Bidder shall
sign the Proposal in the space provided therefore.
-1-.-
7. Withdrawal of Proposal: No proposal may be withdrawn after the time scheduled
for submission of said proposal until a period of thi (30) days after the date of
submission shall have elapsed.
8. Conditions of Work: Each bidder must inorm hielf of the conditions relating
to the work and it is assumed tht he has inspected the site of the work and ha
made himself familiar with the Specifications. Failure to do so will not relieve
the successful bidder of his obligation to enter into a contract and complete the
work in accordance with the Specifications. Each bidder must also inorm
hielf on all laws and statues relative to the execution of the work, employment
oflabor, protection of public safety and private property, right-of-way and access
to the work, and simlar requirements.
9. Award of Contract: The Owner reserves the right to accept or reject any or all
proposals. The acceptance of any proposal wil be made in writin, together wih
a notice to proceed, mailed to or delivered to the offce designated in the
successful Bidder's proposaL. The successful Bidder shall, withi seven (7) days
after receiving the written acceptance of the award and notice to proceed from the
Owner, execute the Contract Agreement attached hereto with the Owner for the
performance of the work.
10 Performce and Payment Bond: The successful Bidder shall be required to
fush the Owner at the time of execution of the Contract Ageement, a
performance and payment bond in full amount of the contract price which bond
shall be in force for one year after the date of fmal payment for the work to insure
payment of all claim made against the Contractor for the payment of labor,
materials, and other services in accordace with the laws of the State, and cover
all guaantees against defective workmship and materials. The Surety
Company funishig this performance bond shall be acceptable to the Owner and
shall be fuer authoried to do business in Idaho. The Contractor shal pay the
cost of the bond.
11. Time for Completion: The successful Bidder shall commence the work included
under this Contract with sixeen (16) days after execution of the Contract and
prosecute said work dilgently until completed in all respects. Completion date
for thi Contract shall be withi 120 days after execution of this Contrac.
12. Licenses: All Bidders shall be duly licensed well driling contractors withi the
existing provisions ofIdao State laws.
-2,-
EAGLE WATER COMPANY, INC. WELLS
PROPOSAL
TO: EAGLE WATER COMPANY, INC.
The undersigned, hereinafter called the Bidder, declaes that the only persons or paries
interested in the Proposal are those naed herein and that this Proposal is in all respects
fair and without fraud; that it is made without collusion with any offcial or employee of
the Eagle Water Company, Inc., hereinafer called Owner, and that the Proposal is made
without any connection or collusion with any other person or fir making another
proposal on this same Contract.
The Bidder agrees that ifthis Proposal is accepted by the Owner, he wil within seven (7)
days after notification of the acceptance, execute the Contract with Owner in the form
attached hereto and wil at the time of execution of the Contract deliver a performance
and payment bond, and wil to the extent of this Proposal furnsh all machiery, tools,
and other means of construction and do all the work and funish all materials as not
provided by the Owner which are necessary to complete the work in the namer covered
by the Specifications. Contractor shall pay for the bond.
The Bidder fuher agrees to begin work withi sixeen (16) days after execution of the
Contract and to prosecute the work diligently until completed in all respects. Completion
date for this Contract shall be withi 120 days after execution ofthis Contract.
The Bidder fuher agrees to accept as full payment for the work proposed herein the
amount computed under the provisions of the Specifcations and based on the unt price
or lump sum amounts as set forth herein under the appropriate Schedule for Items and
Prices. It shall be the expressly understood that the unt prices are independent of the
exact quantities involved and that the unt pries stated herein represent a true measure of
the labor and materials required for the work including any and all allowance for
overhead or profit.
If the Bidder is awarded a Contract based upon this Proposal, the surety who wil provide
the performance and payment bond wil be
whose address is
The Bidder fuher certifies that he has carefully examied the Specifications for the
work; that he has personally inspected the site; that he has satisfied hielf as to the
quatities of materials, items of equipment and conditions of work involved; that this
Proposal is made according to the provisions and term of the Specifications; and that he
is aware and has taken liïto consideration all factors which may affect this ProposaL.
~ !-
PROPOSPAL
SCHEDULE OF ITEMS AND PRICES
-, 4-
I
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1
I
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I
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SCHEDULE A
rrd\ NC.DESCRlPT10N
1 Mobifization on site for the lump sum plica of
S c: v e h, t ¡. 0 if S r~.. ¿ dollarsand tV"D cents
1 Lump Sum at $ 7 ,,(. 0 "':complete
2
TOT.AL FOR IT
$71âOd
t-
Instll surfac seal for the .
lump sum price of 5 i )( t ¡" tJ v$. Cth ¿. -f f tJc. hc. r..d. re.d.and N 0 cants.
1 Lump Sum at $o C
t, ;;QcJ -/complete
3 Drill aft pilot hole, coiled soii saples & condud
electronic 109, 450 I¡ne,ar fee at the unit price of. .: .s í x: t if ,. i v' -e dollarsand ¡o c: cents.
450 LF. at$.G~" .lJ
Per linea foot
4 Drillng 24Ø hole, complete, 450 linear feet at
.the unit price ofSl ': tlt+-. ¡V' ¿ dollarsand . . èl 0 cents.
".45 LF. at $ ¿ S .- Per linear foot $
!nstallaton of 16-jncM casing in placè, 420
Jinear feet at the unit prica of.,4 - ~.'" '/;:'; eo I ;¡ kt ': .: i 'If ¿:ø; and v U t a dollars
cent.
420 LF. at $g ¿, ~Pei linear foot
Furnish and instll 10" well screen in placè"
60 linear feet at the unit price of ~
011 e. Á ù he! r e.cie.1 ¿-At ;:.e.1 dbllarsand N l) U cents.
60 LF. at $j t.g .-:Per linear foot
$ .(, ~ 00I
erO
$
("'
;¿ e¡ ;25 CJ ~)
. -
¿ /. ;Z5CJ -)
~/ ") l~$ -,1:,. I c:.Ò
$
, l.~
II J,t6 -,
Futnish and instll Colorado sand filter, .. ;t. l:ú e.
5 cubic yards at the .unit pries of S c \f ¿"" h () n¿ ,- e- ¿ L u. e,l" '1 .
r'
5t.y. aU 7). S- ~ Per Cublic Yard~ $! (J.5' -
Furish and instll Swedge packers at 16"
for the lump Sum price. -l u/ 0 -t h C v :: 6- d-
..'.. ....';.
1 Lump Sum at $
. i'
;2 OO() ~complete
r; ó L r: o.l /6 1/ x. 3LS- - oS -, I I' tL;; t ro 5.w'"-' - (j
".-
$ ~) ()()O
go~
'".
J
.J
-J
J
J
J
9.
10
11
12
Well Development, complete, 24 hours at the unit. f -J (' 'JOpnce ~ l If"' iJ e- h l- '; 'T I v '-. I tV 0 'î () 1'1 c. r.¿è '- croilarsand N o. cents.
24 Hours at S ;¿øZS a:Per hour
Furnish, instail and. remove temporary test pump,
to pump from 200 ft . cd
.5 / C -t hò ()~ a.rt J. -- wo h v lid rdollarsand tv 0 cents.
1 Lump Sum at $G~ ()O '''-complete
Conduct pump test complete (24) hours at the
unit pnce of
.' 7¿,tJ ii.vlïdre.¿
and (Vo.
dollars
cents.
24 Hours at $~ .'-() Ó -Per hour
Miscellaneous Work Items, compiete20 hours,
at the unit pn.ce of . + i iJ eo
( u. 0 Au ri d. r e- "* UJ ~l)â dollars. and N 0. v cents.
20 Hours at $., 'Í 5 o~A d\ C' Per hour
TOTAL BID
......",',,-"/~ ,
...,1 ///-~ _././
/ .. 3 .// /_./~.g¡:i i jcense No.
/" ,/' l-..n/,.
/';~Ø)Vi :~'l-
v;" e.~ (d e.,...-,
Signature
TItle
$
!f
5" 4-oó -/
. .
$l,,;ZÓ()
(-0--
$
(TJfo6,
$f5 (!o c:
~ 0(týt 445 -)$
Addres ~ 7 cJ i H fJ LV t- A (p-.. c z:r-..Dot5.e- (0 ~37b3
Dated this -J ô, day of Aii&, ,2ooL
Drilling to strt
-.. "-
'\
. -(g-
ITEM NO.
1
..""
SCHEDULE A
DESCRIPT10N
Mobilzation an site for the lump sum price of
dollars
and
1 Lump Sum at ;5
cents
complete
InstaH surface seal for the
lump sum price of
and cents.
1 Lump Sum at $complete
TOTAL FOR ITEM
$
$
9 Well Development complete, 24 hours at the unit
price of
and
dollars
cents.
24 Hours at.$Per hour $
10 Furnish, install and remove temporary test pump,
to pump from 200 ft.
and
dollars
cents.
1 Lump Sum at $complete $
11 Conduct pump test, complete (24) hours at the
unit price of
and
dollars
cents.
24 Hours at .$Per hour $
'12 Miscellaneous Work Items, complete 20 hours
at the unit price of
dollars
and cents.
20 Hours at.$Per hour $
ìOTß'IL SID .$
idaho License No.
Signature
Title
.A.ddress
Dated this day of 200-Drilling to start
SECTION (A)
GENERAL CONDITONS
(CONTRACT DOCUMENTS)
-"" ..."'
EAGLE WATER COlv1PANY, INC., WELLS
GENERA CONDITIONS
1. Owner: Wherever the word "Owner" appears, it shall signify Eagle Water
Company, Inc., P.O. Box 455, Eagle Idaho 83616, acting through its duly
authoried offcers.
2. Contractor: Wherever the word "Contractor" appears, it shall signify the pary or
paries contracting with the Owner to perform the work outlied and
contemplated herein.
3. Engineer: Wherever the work "Engineer" appears in these Contract Documents,
it shall signify the representative of MTC, INC., 707 N. 2ih Street, Boise, ID
83702.
4. Written Notice: Wherever the term "Written Notice" appears, it shall signify a
written communication delivered in person to the individual or to a member of the
frrm for whom it is intended, or is delivered or sent by registered or certifed mail,
to the last business address known to hi who gives such notice.
5. Work: Wherever the term "Work" appears, it shall signify all materials, labor,
tools and all other appliances, machiery and appurenances necessar to perform
and complete everyhig covered in the Specifcation and such additional items of
labor, material and equipment not specifcally indicated or described but which
can be reasonably inerred as belonging to the item described or indicated and as
required by good practice to provide a complete and satisfactory well.
6. Bidder: Wherever the term "Bidder" appears, it shall signi any person, fi,
parership or corporation submittin a proposal on this project.
7. Days: Wherever the term "Days" appears, it shall refer to consecutive calendar
days.
8. Alterations: The owner, without invalidatin the Contract, may order extra work
or may make changes in the specifications by alterig, adding to, or deductin
from the work originally planed. All such work shall be executed under the
conditions of the original contract except that claims for extension of time for
completion and payment for extra work occasioned by such changes shall be
adjusted at the time of making the chage. The Engineer shall have authority to
make minor changes in the work not involving extra cost and not inconsistent
with the purose of the Contract. In other cases, however, except in an
emergency endangering life and propert, extra work or deductions from the work
shall be made only upon a written order from the Ower stating that the Owner
has authorized the chage. No claim for additional payment shall be valid unless
so ordered in writing.
-- ...;...
Any changes or alterations, which reduce the quantity of work to be done, shall
not constitute a claim for damages for any anticipated profit on the work that is
thus dispensed with.
9. Inconsistencies and Omissions: The specifications are complementar, and what
is called for by anyone shall be as binding as if called for by all. The intent of the
Specifications is to include all labor and material (except any specific items to be
fushed by the Owner), equipment, machiery, and tranportation necessary for
the proper execution of the work. Materials or work described in words, which so
applied have a well known techncal and trade meang shall be held to refer to
such recognied standards. Should any discrepancies occur or any
misunderstanding arise as to the import of anythig contained in the
Specifcations, the explanations and decisions of the Engineer shall be fial and
conclusive on the Contractor, and all directions and explanations required to
complete any of the provisions wil be given by the Engineer. Where
inconsistencies exist between the special Conditions and any other portion of
these Specifcations, the Special Conditions shall govern.
10. Authority of the Owner: The owner shall have general supervision and direction
of the work. He has authority to stop the work whenever such stoppage may be
necessar to insure the proper execution of the Contract. He shall also have
authority to reject all work and materials which do not conform to the contract, to
direct the application of forces to any position of work as in his judgment is
required, to order the force increased or diminished, and to decide questions
which arise in the execution of the work. To prevent disutes and litigations, the
Owner shalL, withi a reasonable time after their presentation to hi mae
decisions, in writing, on all claims of the Contractor and on all other matters
relating to the execution and progress of the work or the interpretation of the
Specifcations; his estimte and decision shall be fial and conclusive. The Owner
shall not have authority to order changes in the work or extra work except as
provided. The Owner shall have at all times full access to all pars of the work.
The inspection of the work done shall not relieve the Contractor of his obligations
to funish proper materils, certifcations and perform sound and reliable work.
11. Reception of Owner's Directions: The superintendent or other authoried
representative of the Contractor shall represent the Contractor in his absence from
the job site and all directions given to hi shall be binding as if given to the
Contractor. Important directions shall be conÍired in writing to the Contractor
and other directions shall be likewise confired in writing upon request of the
Contractor.
12. Right to Retai Imperfect Work: If any par or portion of the work done or
material fushed under the Contract shall prove defective and not in accordace
with the Specifications, and if the imperfection in the same shall not be of
suffcient magnitude or importance as to make the work dangerous or undesirable,
'-.;.. 0""
or if the removal of such work will create conditions which are dangerous or
undesirable, the Owner shall have the right and authority to retain such work but
shall make such deduction in the fial payment therefore as may be just and
reasonable.
13. Insurance: The Contractor shall not commence any work until he has provided
insurance coverage, as evidence by an Insurance Certificate or Certifcates on a
form supplied by the Owner. The required coverage shall be indicated below.
TYPE INSURANCE
Workmn's Compensation
Comprehensive General
Liability, Including
1.Contractors Liability Each Person $250,000
Each Accident 500,000
Each Accident $250,000
Aggregate 500,000
2. XCD haards of explo- Each Person $250,000 Each Accident $250,000
sion, blasting, collapse Each Accident 500,000 Aggregate 500,000
& underground
3.Contractual Liability Each Person $250,000
Each Accident 500,000
4.Contractors Protective Each Person $250,000
Liability Each Accident 500,000
Compehensive Auto Each Person $250,000
Liability, including Each Accident 500,000
owned vehicles, hied
vehicles and other
non-owned vehicles
Each Accident $250,000
Aggregate 500,000
Each Accident $250,000
Aggregate 500,000
Each Accident $100,000
The Contractor shall pay the premiums thereon and maintain such insurance in effect
until the completion of the work hereunder. Notice of expiration of any such insurance
must be forwarded to the Owner ten (10) days before expiration.
The Contractor shall agree to indemnfy, hold harless and defend the Company from
and against any and all liability for loss, damage or expense which the Owner may suffer
or for which the Owner may be held liable by reason of injur (including death)
to any person or damge to any propert arising out of or in any manner connected with
the work under this Contract whether or not due in whole or in par to any act, omission
or negligence of the Owner or any of its representatives or employees together with any
and all attorneys fees incured by the Owner on account thereof
14. Maintenance Guarantee: The Contractor agrees to mae any repairs or
replacements necessar at hi own expense for defects in materials or
workmanship supplied by him that become evident withi one (1) year after the
date of final payment. The Contractor shall make all repairs and replacements
promptly upon receipt of wrtten order from the Owner, and if he fails to mae
such repair or replacement promptly, the Owner may then do the work and the
Contractor and his surety shall be liable for the cost thereof
15. Superintendence: The Contractor shall keep on the work, durg its progress, a
competent superintendent and necessary assistants, all satisfactory to the Owner.
The Contractor shall give effcient supervision to the work, using his best skil
and attention.
16. Employees: The Contractor shall employ only competent, skilfl personnel to do
the work; and whenever any person shall appear to the Owner to be incompetent
or to act in a disorderly or improper namer, such persons shall be removed from
the work imediately upon notification from the Owner and shall not be
employed on the work again except by consent of the Owner. The Contractor
shall at all times enforce strict discipline and good order among his employees.
The Contractor shall comply with all labor rules, wage scales, and regulations of
the Governent of the United State, and the State, City or Town and County in
which the 'Work is to be done, including nondiscrimatory laws.
17. Materials and Workmanship: The Contractor shall provide any pay for all
materials, all labor, tools, equipment, light, power, tranportation, and other
facilities necessar for the execution and completion of the work.
Unless otherwise specified, all materials shall be new, and both workmanship and
materials shall be of a good quality. The Contractor shall, if required, fush
satisfactory evidence as to the kid and quality of materials.
18. Release: The final payment shall not become due until the Contractor shall
submit to the Owner a complete release of all liens arising out ofthis Contract, or
receipts in full in lien thereof, and an affidavit that so fa as he has knowledge or
information, the releases and receipts include all the labor and materials for which
a lien could be filed; but the Contractor may, ifhe is unable to furnsh a release or
receipt in full as provided above, fush a bond satisfactory to the Owner to
indemnif him against any lien. If any lien remains unatisfied after al payments
are made, the Contractor shall refund to the Owner all monies that the latter may
be compelled to pay in discharging in such a lien, including all costs and a
reasonable attorney's fee.
19. Subcontracting: The Contractor shall, as soon as practicable after the execution
of the Contract, notif the Owner, in writing, of the names of any subcontractors
which he plans to use on this Contract and shall not employ any that the Owner
may withi a reasonable time object to as incompetent or unt.
20. Progress of the Work: The Contractor shall commence the work contemplated
under these Contract Documents withi sixeen (16) days after the date of
execution of the Contract and receipt of the Owner's notification to begin work; it
being expressly understood and agree that the time of begining, rate of progress,
and time of completion of the work are of the essence of this Contract. All work
included under this contract shall be completed withi 120 days after execution of
this Contract.
21. Assignment: Neither pary to the Contract shall assign the Contract or subject it
as a whole without the written consent of the other; nor shal the Contractor assign
any monies due or to become due to hi hereunder without the previous written
consent of the Owner.
22. Owner's Right to Termate Contract: If the Contractor should be adjudged a
banpt, or if he should make a general assignment for the benefit of his
creditors; or if he should fail, except in cases for which extension of time is
provided, to supply enough property skiled workers or proper materials, or if he
should fail to make prompt payment to subcontractors or for material or labor, or.
persistently disregard laws, ordinances, or the intruction of the Owner; or
otherwise be guilty of a substantial violation of any provision of the Contract or
any laws or ordinances, then the Owner, when suffcient cause exists to justify
such action, may, without prejudice to any other right or remedy, and after giving
the Contractor and Surety seven (7) days written notice, tranfer the employment
for said work from the Contractor to the Surety. Upon receipt of such notice, the
Surety shall enter upon the premises and take possession of all materials, tools,
and appliances theron for the purose of completing the work included under this
Contract and employ, by contract or otherwse, any person or persons to finish the
work and provide the materials therefore without termation of the continuing
full force and effect of this Contract. In case of such tranfer of employment to
such Surety, the Surety shall be paid in it own name on estimates according to the
term hereof without any right of the Contractor to mae any claim for the same
or any par thereof. In lieu of the foregoing, if the Owner so elects, he may
termate the employment of the Contractor and take possession of the premises
and of all materials, tools, and appliances theron and fiish the work by whatever
method he may deem expedient. In such case, the Contractor shall not be entitled
to receive any fuher payment until the work is finished. If the expense of
completing the Contract, including compensation for additional managerial and
admiistrative services, shall exceed such unpaid balance the Contractor shall pay
the diference to the Owner.
23. Basis of Payment: In consideration of the faithfl performace of all the
covenants, stipulations, and agreements in this Contract to be kept and performed
by the Contractor, the Owner covenants and agrees to pay the Contractor, the
amount bid in the Contractor's Proposal for the work actualy performed as
determed by the final estimte, together with any amounts due for extra work
not classified under the items listed in the Contractor's Proposal as provided in
these General Conditions less any deductions for claims and damages paid by the
Owner due to acts or omissions for the Contractor and for which he is liable under
th Contract.
24. Extra Work: Any work necessary or required to car out the intent of these
Specifications by changes clearly not indicated or which cannot reasonably be
implied from the intent and meanig thereof shall be paid for at the unt price
agreed to in the Specifications. If this extra work canot be classified under any
of the items for which unit prices are listed in the Contractor's Proposal, it shall
be paid for as extra work at the rate agreed to in writing between the Contractor
and the Owner prior to the time of commencing such extra work. If such method
payment canot be agreed upon prior to the begining of the work, then such
work shall be performed by the Contractor on the basis of fuishing labor and
material at costs and labor rates in effect at the time the work is accomplished.
25. Final Payment: Upon completion of the work, the Contractor shall notif the
Ower in writing that he has completed the . Contract and shall request fil
payment. Upon approval of this final estimate by the Owner and receipt by the
Owner of the release required under these General Conditions and withi ten (10)
days after the time lit for the filing of all liens shall have expired, the Owner
shall pay to the Contractor all monies due hi under the provisions of the
Specifications, including any retained percentages.
26. Protection of Propert: The Contractor shall maintain adequate protection of all
of his work from damge and shall protect the Owner's propert from injur or
loss arising in connection with the work.
27. Safety Precautions: The Contractor shall take all necessar precautions for the
safety of the employees and shall comply with all applicable regulations and laws
to prevent accidents or injury to persons on or adjacent to the job site. He shall
erect and properly maintain at al times the necessary safeguards for the protection
of workers and the public and shall post danger or warg signs against haards
created by the constrction. Said work is to be conducted that no liabilty wil
accrue under the Employers' Act ofIdaho.
28. Minmum Wage Rate: The prevailing wage rates for Ada County, Idao which
are to be paid employees engaged in this work, in accordace with Section 44-100
(Ç of the Idaho Code are prescribed by the Commission of Labor for Idaho and are
published periodically. The Contractor shall conform to this Section of the Idaho
Code.
'.. "-; ,"'"
29. Permits, Certificates, Laws and Ordinances: The Contractor shall, at his own
expense, procure all permts, certificates and licenses required of hi by law for
the execution of his work. He shall comply with all Federal, State or local laws,
ordinances or rules and regulations relating to the performance of the work.
30. Materials Furnished by the Contractor: Where the term "furnshing" is used
here~ it shall include handling, tranporting, unloading, storig, protecting from
the elements and vandalism, and distribution to the construction site. The
Contractor is responsible for the care and protection of all materials until
incorporated into the system and accepted. Payment in all cases shal constitute
full compensation for all tranportation, handling and incidentals; no additional
payments wil be made on any item over and above the prices as stated in the
Contractor's Proposal, except as otherwise provided herein.
._~t+.~
THIS AGREEMENT is dated as the day of in the year 200_
by and between Eagle Water Company (hereinafter called OWNER) and
(hereinafter called CONTRACTOR)
OWNR and CONTRACTOR. in consideration of the mutual covenants hereinafter set
forth, agree as follow:
Article 1. WORK.
Contractor SHAL COMPLETE ALL Work as specified or indicated in the
Contract Documents. The Work is generally described as follow:
Driling Eagle Water Company Well Number 8.
The Project for which the Work under the Contract Documents may be the whole or only
a par is generally described as follows:
Well # 8
Article 2. ENGINEER.
The Project has been designed by
MTC ENGINERS James M. Rees, P.E.
Who is hereinafter called ENGINER and who wil assume all duties and responsibilities
and wil have the rights and authority assigned to ENGINEER in the Contract Documents
in connection with completion ofthe Work in accordance with the Contract Documents.
Article 3. CONTRACT TIE.
3.1 The Work will be substantially completed on or before
and completed and ready for final payment in accordance with the General Conditions onor before 200
3.2 The Work wil be substantially completed withi 90 days after the date when
the Contract Time commences.
Article 4. CONTRACT PRICE.
See attached proposed Unit Prices.
Article 5. PAYMENT PROCEDURES
Contractor shall submit application for payment in accordace with the General
Conditions. Application for Payment wil be processed by the ENGINEER.
5.1 Progress Payments. OWNER shall make progress payments on account of the
Contract Price on the basis of Contractor's Applications for Payment as recommended by
ENGINER. on or about the...10th...day of each month during construction as provided
below. All progress payments wil be on the basis of the progress of the Work measured
by the schedule of values proved for in the attached Proposal of Unit Prices.
5.1 Pror to Substantial Completion progress payments wil be in an amount equal
to: ...90% of the Work Completed, and
..... ..90% of materials and equipment not incorporated in the Work but delivered and
suitably stored. Less in each case the aggregate of payments previously make.
--15.,.
5.1.2 Upon substantial Completion, OWNR shall pay an amount suffcient to
increase total payments to payments to CONTRCTOR to...l 00% of the Contract
Price, less such amount as ENGINEER shall determine.
5.2. Final Payment. Upon fial completion and acceptance of the Work in
accordance with the General Conditions, OWNER shall pay the remainder of the
Contract Price as recommended by ENGINER.
Article 6. CONTRACTOR'S REPRESENTATIONS
In order to induce OWNER to inter in this Agreement CONTRACTOR make the
followig representation:
6.1 CONTRACTOR has familiarized himself with the nature and extent of the
Contract Documents, Work, locality, and with all local conditions and federal m state and
local laws, ordinnces, rules and regulation that in any maner may affect cost, progress
or performnce of the Work.
6.2 CONTRACTOR had studied carefully all reports of investigations and tests of
subsurface and latent physical conditions at the site or otherwse affecting cost, progress
or performce of the Work which were relied upon by ENGINER in the preparation
of the Drawings and Specifications and which have been identified in the Supplementary
Conditions.
6.3 CONTRACTOR has made or caused to be made examations, investigations
performnce. of the Work at the 'Contract Prce, withi the Contract Time and in
accordance with the other term and conditions of the Contract Documents; and no
additional examinations, investigations, tests, reports or similar data are or will be
required by CONTRCTOR for such puroses.
6.4 CONTRACTOR has given ENGINEER written notice of all conficts, errors
or discrepancies that he has discovered in the Contract Documents and the written
resolution thereof by ENGINER is acceptable to CONTRACTOR.
Article 7. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER
and CONTRACTOR are attached to this Agreement, made a par hereof and consists of
the fo llowing:
7.1 Ths Agreement (pages 15 to 17. . inclusive ).
7.2 Exhbits to this Agreements (pages.. ..to ...inclusive).
7.3 General Conditions (pages 7 to 14 inclusive).
7.4 CONTRACTOR'S Bid (pages 1 to ...4. inclusive) maked exhbit.
7.5 Any Modifcation, including change Orders, Duly delivered after execution of
Agreement.
There are no Contract Documents other than those listed. The Contract Documents may
only be altered amended-or repealed by a written modifcation as defied in the General
Conditions.
Article 8. MISCELLANEOUS.
8.1 Terms used in this Agreement which are defined in the General Conditions
shall have the meanigs indicated in the General Conditions.
8.2 No assignment by a par hereto of any rights under or interests in the
Contract Documents wil be binding on another pary hereto without the written consent
of the par sought to be bound; and specifically by without limtation, moneys that may
become due and moneys that are due may not be assigned without such consent (except
to the extent that the effect of this restriction may be limited by law), and unless
specifically stated to the contrar in any written consent to an assignment no assignment
wil release or dischage the assignor from any duty or responsibilty under the Contract
Documents.
8.3 OWNER and CONTRACTOR each binds hiself, his parners, successors
assigns and legal representatives to the other pary hereto, his partner, successors, assigns
and legal representatives in respect to all covenats, agreements and obligations
contaied in the Contract Documents.
Article 9. OTHER PROVISIONS.
IN WITNSS WHREOF, the parties hereto have signed this Agreement in triplicate.
One counterpar each has been delivered to OWNR, CONTRACTOR and ENGINER.
All portions of the Contract Documents have been signed or identified by OWNER and
CONTRACTOR or by ENGINEER on their behalf.
Ths Agreement wil be effective on 200
O~R CONTRACTORBY BY
Attest Attest
Address for giving notices Address for giving notices
, '"- ~ i-
SECTION (B)
SPECIAL CONDITIONS
-18-
EAGLE WATER COMPANY, INC, WELLS
SPECIAL CONDITIONS
Section C- I GENERA:
a. Scope: The Specifcation covers the complete drlling, casing, screenig,
development, and testing of the water supply well for Eagle Water Company, Inc.
As stated therein, the estimated quantities are only approximate. The Owner
reserves the right to increase or decrease individual items in such amount as may
be, in his sole judgment, to his best interest, depending upon conditions
encountered or observed durg driling.
b. Location: The general location of the well is as follows:
The well site is located in the SW 'l NE 1/4 SW 'l, Section 15, T.4N., R.IE.,
B.M., Eagle, Ada County, Idaho. Said location is approximately 0.45 miles
southwest of the intersection of State Highway 44 and State Highway 55. The
exact location of the well be staked in the field prior to the award of the Contract.
c. Minum Well Construction Standards: The contractor shall be required to
conform to the applicable portions of the Minimum Well Construction Standards
established by the Idaho Deparment of Water Resources. All constitution
equipment, holes, pits and chemical storage and use shall comply fully with all.
requirements of OSHA.
The Engineer and ID WR Representative must be notified 24 hours before drlling
and before the seal is placed and must be on site to observe the sealing. Any seal
placed without the Engineer and IDWR Representative being on site wil not be
accepted.
d. Mobilization: The contractor shall move in all necessary tools, equipment and
supplies required for the work, and upon completion of the work shall remove all
such items including rubbish, driling debris and cuttings from the premises
promptly and leave the site in a neat and orderly fashion as close to original
condition as feasible. Payment for any work under his paragraph shall be at the
lump sum price bid in the bid schedule.
e. Testing: Upon completion of the development of ths well, the Contractor shall
test said well in the presence of the engineer to determe the yield and draw-
down in accordance with requirements of Recommended Standards for Water
Works and State ofIdaho Rules for Public Drining Water. The well shall be test
pumped at the desired yield for the well for at least twenty-four (24) consecutive
hours afer the drawdown has stabilized. Alterntively, the well may be pumped
at a rate of one hundred fifty percent of the desired yield for at least six (6)
continuous hours afer the drawdown has stabilized. In either case, if the
-\13 ..
drawdown does not stabilize, the pumping must continue for at least seventy-two
consecutive hours. The :feld pumping equipment must be capable of maintaining
a constant rate of dischage during the test. Discharge must be piped an adequate
distance to prevent recharge of the well during the test.
The contractor's submittal to the state shall contain the following (items e though f shall
be documented on one hour intervals uness other wise directed in writing by the state )a;
a. Test pump capacity-head characteristics
b. Depth of test pump setting
c. Time of staring and ending each test cycle
d. The zone of inuence for the well
e. Pumping rate
£ Pumping water level
g. Drawdown
h. Water recovery rate and levels
Contractor shall document all test results as required by the State of Idaho. Testing
equipment shall be capable of delivering a continuous supply of at least 3500 GPM from
a depth of 450 feet. All testing dischages shall be piped to a suitable wase site a
miimum of 250 feet from the well and be disposed of in an envionmentaly acceptable
manner. Testing shall be with a standard turbine pump. The Contractor shall fush and
install all necessary equipment for the testing including 'a suitable mean for accurately
measuring the dischage from the well and the water level in the well during the testing
operation. The Contractor shall bë responsible for providing a means for safe refueling
during operation, to prevent even brief shutdown during the test. The Contractor shall
be responsible for maing arangements with the Owner for satisfactory disposal of water
during the test period. Payment for furnshig, intalling and removing the testing
equipment shall be at the applicable lump sum price bid in the bid schedule. Payment for
operating test-pumping equipment shall be at the hourly rate bid for conducting pumping
test.
1. Flow measuring Equipment: The Contractor shall provide flow measuring
equipment capable of determing discharges of up to 3500 GPM at
intervals of25 GPM.
2. Well level Measurement Equipment: Contractor shall provide a means of
accurately measuring water levels in the well before, durg and after
pumping tests. Electric water level probe or and airline is acceptable. If
an airline method is used provide an airline, draw down gauge and air
pressure source. The pressure gauge must be accurate to 0.5 psi. The
airline shall be securely fastened to the pump unt and shall termate
approximately 2 feet above the pump. If the electric level probe is used it
shall be accurately calibrated and be inserted between the pump column
and the well casing.
.. -;' r~...-.
3. A preliminary capacity test wil be run prior to the pumpmg test.
Preliar test shall last, approximately 1 hour to check pumping
equipment and to estimate production capacity of the well.
4. Records: Make accurate written records of water levels, pumping rates,
time intervals and other pertinent details of the pumping test as required
by the State ofIdaho per IRPDWS 51O.06.c
Sand Measurements: The sand content of a new well shall not be more than five
(5) pars per millon fifteen (15) miutes after the star oftest pumping. Sand
testing and measurement shall be done in ~ccordance with Idaho Rules for
Public Drining Water Systems, SectionS 510.006.
f. Plumbness and Alignment: The wells shall be driled straight and plumb in
accordance with the provisions of this paragraph. The casing, upon completion of
development shall be suffciently straight to a depth of 450 feet. Plumbness and
alignment of the well casing shall be tested in accordance with A WW A Standards
A-IOO. It shall be the responsibility of the Contractor to see that the wells are
being constructed straight and plumb withi these limits at all times. The Owner
may at any time mae request for Contractor to conduct test work required by the
Contractor in redriling or staightenig the well shall be at no cost to the Owner.
g. Abandonment: In the event that the Contractor fails to complete the well or wells
to the depths specified or to a greater depth as may be determed during the
actual drillig or should he abandon any well because of loss of tools or
equipment or for any other cause, or if any well shall fail to meet the requirements
for plumbness and alignment as previously set forth, the Contractor, if requested
and as directed by the Engineer, shal fill the abandoned well with clay or cuttings
and salvage and remove such casing as can be salvaged in accordance IRPDW
510.09 The materials funished by the Contractor shall remain his propert. The
cost of abandonment of the well, including the filling and casing, shall be borne
solely by the Contractor and no allowance or payment shall be made for the
drilling or, other work performed by the Contractor on any abandoned well. Any
parial payments already made to the Contractor on an abandoned well wil be
applied to a subsequent well which wil meet the provisions ofthe Specifications.
h. Disposal of Materials: It is anticipated drilling mud wil be recirculated with a
loss of no more than two cubic yards. Arangements for the disposal of all dril
cutting, sludge and other materials from the driling shall be made by the
Contractor in accordance with Minimum Well Construction Standards for the
State of Idaho, and regulations by IDWR and DEQ. Disposal wil be in an
approved sanitar landfill or at another site approved in writing by the Engineer
that meets all environmental regulations.
1. Utilities: The Contractor shall be responsible for fushing or aranging for
electricity, water, or other utilities required in the driling of the well.
~i~ --
J. Recovery of Tools: In the event ofloss of tools or equipment during any phase of
the work, the Contractor shall not be entitled to any payment for time spent or
expense incured in an attempt to fish or recover the tools or equipment prior to
possible abandonment of any welL.
k. Protection of Water Quality: The contractor shall take all necessar precautions
to prevent contamation of the water in the well by the introduction of any
foreign substances, including contamiated water, gasoline, oil, etc. The
Contractor shall disinect all down hole materials (gravel fiter, packer, etc.) and
equipment as required by A WW A B-1 00 Section 3, Recommended Standards for
Water Works and the State ofIdaho IRPDWs§1O.04
1. Completion and Clean-Up: Upon acceptance of the well by the Owner, the
Contractor shall cut off the 16-inch casing at a point not less than 24 inches above
ground level or as designated by the Engineer. The casing shall be fuher
protected by covering with a Y4-inch thck steel plate tack welded to the casing, or
by other means satisfactory to the Engineer. The well site shall be cleaned up by
removing all equipment, materials, and supplies, including the filling of any pits
or excavations, and the site left in a neat and orderly fashion. No payment shall be
made for any work under thi paragraph and the cost of all such work shall be
included in the amount bid for other items of work.
SECTION C-2 ROTARY DRILLING:
a. Sealig: The well shall be sealed from the water producing aquifer to the surface
with Bentonite slurr to prevent cross contamation of aquifers and to prevent
surface water from enterig any aquifers. The anular space between the well
casing and the bore openig shall be filled by pumping Bentonite slurr into the
anular space from the bottom to the surace. When the Bentonite slury reaches
the suface the contractor shall pump in sufficient cement grout to form a secure
cement seal around the bottom of the well casing. Following consolidation of the
Bentonite slur a cement grout seal shall be added to the top of the anular
openig to below the water table. As cement is added to the top the temporar
surface casing shall be removed as par of the grouting process. Bentonite slury
shall be mied in accordance with manufacturer's recommendation and
requirements of the State ofIdaho. Cement grout wil be a miure of94 pounds
of cement and 5.2 gallons of water or as required by Idaho Well Construction
Standard Rules 37.03.09.010.12.
Payment wil be made for work under this paragraph in accordance with the lump
sum price for providing surface seal as listed in the bid schedule. The lump su
price shall be considered as full compensation to the Contractor for fushig and
installing the seal to include all labor, materials, and equipment required to
complete the work. No seal may be placed without a miimum of 150% of
estimated seal materials being on site. A minimum of 12 hours shall elapse
between the placement of cement grout seal and the resumption of drillig.
.;"22. -
b. Driling: The well shall contain a 30-inch temporar oversize surface casing as
required by Idaho Well Construction Standards and the attached plans. The
temporar casing shall extend from the surface into an impervious layer. After
the oversize temporar surface casing has been set in place the well .shall be
driled to an estimated total depth of 450 feet below ground surface. Thewell
shall be drilled a miimum of 24-inch diameter to accommodate a 16-inch
diameter casing, along with a telescoping screen sized for a 16 inch casing and
required sandI filter. It is estimated that all driling wil be in sediments such as
clay, silt, sand, or gravel. The Contractor shall provide the well driling rig and
well tools as required, and all other equipment, materials, and supplies required
for drilling and completing the well. All such equipment shall be in good
condition and properly maintained. Measurement for payment for drlling shall
be the depth below ground surface of the hole actually driled. No classification
of materials wil be made and payment for drling wil be at the un price listed
in the bid schedule regardless of the type of materials encountered. Only NSF
approved driling materials and mud products will be used in driling.
Driling Method: The Contractor shall dril an 8" pilot hole, collect soil samples
in accordance with Section C-2.g of Special Conditions and conduct electronic
logging of the different soil strata. This information shall be used to determe
how the well wil be completed. The contractor will provide soil samples for
design of screen and gravel packing in the water strata that will be developed.
Screen design shall include length'and slot size. Following determation the well
wil be developed fuher, the pilot hole wil be increased to 24" diameter to an
estimated depth of 450 feet.
c. Casing: It is contemplated that the well, when completed, shall be cased with a
16-inch diameter casing which shall extend from 2 feet above the ground surace
to approximately 450 feet. The screens shall consist of telescoping sections for
commercial well screen as set forth elsewhere in these Specifications and
drawings and be sized for a 16-inch casing. The16-inch casing shall have
minimum wall thickness of 0.375 inches and conform to ASTM-A53 Grade B -
Domestic Prime Specifications. All castings shall be joined with full penetration
welds made by property qualified operators conform to AISC Standards.
Measurement for payment for the permanent casing shall consist of the actual
length in linear feet of blan casing installed in the well, not including the lengt
of screens.
d. Screens: The Contractor shall fush and install the appropriate screens. Screens
shall be of the continuous wire-wound type (UOP-Johnson manufacturer or equal)
in stainess steel suitable for installation in a l6-inch diameter well casing. The
screen assembly shall consist of a stainess steel screen along with a minimum 15
foot blan above the screen and 10 foot miimum blank below the screen. The
lower blan shall be closed at the bottom with a welded steel plate of3/8-inch
.",;' ;:-~'"
miimum thickness. The maufacturer shall determine the length of screen, depth
of screen placement and size of screen slots after the drillig of the well and
samples of water-bearing formations have been properly analyzed. The Engineer
shall review manufactures recommendations for screen length, placement and slot
sizing and approve for installation. Screen sizing, length and depths shall be
determed by material analysis, logs and other inormation supplied by the
contractor. Aperture entrance velocity shall not exceed 0.3 fps.
Measurement for payment for screens shall be of the actual lengths of slotted
screen installed. Payment for screens shall include all costs of the materials,
equipment, and labor required for intallation including the packers and blans
above the below the slotted screen.
e. Filter: Afer the screen assembly has been installed in the well the Contractor
shall introduce a graded filter into the annular space surounding the well screen.
The graded filter shall be designed by the screen manufacturer based on material
samples supplied by the contractor. The engineer wil review the graded filter
design and approve for intallation. A detailed plan showing how fiter materals
wil be placed and measured in place shall be determied by the contractor and be
presented. to the engineer. The engineer and Idaho Department of Water
Resources wil review and approve the intallation plan prior to beging filter
material placement. Measurement for payment shall be of the actual number of
cubic yards used. Payment shall be at the unit price bid in the bid schedule and
shall include all costs of funishig and installing graded fiter materials.
f. Development: Upon completion of the drling, inallation of the casing and
screens and installation of the gravel fiter, the Contractor shall develop the well
or wells by compressed air, or other method approved in advance by the Engineer.
Development shall continue until no appreciable amounts of material are brought
into the well after 30 miutes of vigorous surging. Upon completion of
development, all materials shall be thoroughy cleaned from inside the casing and
screen. If clay, Bentonite or other similar substance has been added to the well
during consction, the Contractor may be required to use dispersant and/or mud
removing chemicals to remove the clayey materials from the well. Measurement
for payment for development shall be of the actu hours spent in developing the
well and shall not include time spent in installation or removal of equipment or
for any repairs or maintenance work.
g. . Records and Samples: An accurate, detailed log or record shall be kept by the
Contractor's drler on a form suitable to the Engineer which shall indicate for
each shift worked the general character, thickness and type of material
encountered, the depth to which the water level stands in the well at the begining
and end of each shift, and the nature and extent of all other work pedormed
including time spent on each item of work. The log shall be kept carefully and
accurately at the time the work is bein~ done; a copy of the log shall be
._"¡ 4_~,~ ¡
maintained at all times at the job site and shall be available at any time for
inspection by the Owner. Upon completion of the work, a complete copy shall be
furnshed the Owner and the Contractor shall further file with the State
Deparment of Water Resources the necessary log and record on forms obtainable
from the deparment also al test pumping results shall be filed with IDWR &
DEQ. They shall comprise of static water level, pumping rate and drawdown
sand production and recovery at depth and time.
Samples of all materials penetrated durg driling shall be taken at every
formation change and every 10 feet above 200 feet and every 5 feet below 200
feet. These samples shall be saved and maintaied on the job site by the
Contractor. These samples shall be at least one pint in volume and shall be kept
in tranparent waterproof containers to be provided by the Contractor. All
samples shall be clearly labeled to show the depth from which they were
collected. Cloth bags and used oil cans are not acceptable containers.
Samples shall be taken from a split sampler on the dril pump discharge and
caught in a container of not less than 50-gallon capacity. When possible aquifer
materials are encountered, the Contractor shall reduce his driling speed
suffciently to permt accurate logging and sampling of the hole. Every effort
shall be made by the Contractor to insure that samples are representative of the
materials penetrated. No payment wil be made to the Contractor for keeping the
prescribed records or collecting samples and the cost of all such' work shall be
included in the amount bid for driling in the proposal.
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EAGLE WATER COMPANY, INC.
EAGLE, IDAHO
ENGINERIG REPORT
SITE ASSESSMENT
FOR WELL NO.8
MTCINC.
CONSULTING ENGINERS
JU 13, 2008
PUROSE OF REPORT -1-
Thi Enginrin Report is intended to safy all th Stae of Ida, Depnt of
Heath an Welfe, Division ofEnvioriental Quaty requiements for modifcations to
existin water systems as set fort in the Ida Regulation for Pulic Dri Water
Systems. TI documnt is requi as pa of the approval procss before a new well
can be conscted by Eagle Water Company tht wi provide an additional soure of
grounwater to the system. The Public Dr Water Well Site Evaluation checklist as
reuired by D.R Q. is provide. Copies of the Application for drli per, Water
Ris Trafer, GWUI Field surey with well sitin cheklst, well site evaluaion an
engineerig reports are included.
GENERA DESCRITION
The Eagle Water Company provides servce to commerial and residentia customes in
Eagle, Idaho. Th system presently ha six wells in opertion wih a combied rate
outut of 9200 galons per miute (gpm). It is propose tht Well No.8 wil be loted
in th southasern pa of the system on a pal ofla sitted sout of St Hiway
44 and east of Edgewood Lane. In addition to these groundwater sources there is a
90,000-galon reservoir with booster pums located adjacent to Well No.2. A booster
ston is al located nea the ne Eagle Water Company Maitenace Offce between
Old Hihway 55 (Horseshoe Bend Road) an Highway 55 nort of Hil Road.
CUSTOMER BASE
At the being of2006 Eagle Water Company provided servces to approxitely
3,282 residences and businesses in th Eale area, most of whch are sinle dwells.
The numbe of customers ha more tha doubled since the 1995 well was conscted.
Continued double-digit growt is expted to for the next few yea. The conscton of
Well NO.4 in 1994 an Well NO.6 in 1995 has peed Eagle Water Company to
adequaly serve its cusomers in periods of pe demad. Th addition of Well NO.8
wi help bace th water pressues and supply needed volume to met pe demad in
the soutea par of the system an provide improved fie flow capabilties in raidly
growi commercial area of Eagle. The need for more water wa mae viible dur
th June 2007 engineeri report.
DESCRITION OF WELLS
Well No. 1 is located off th corner of Spri Hil Dre an Ash Stree and ca produce
560 gpm (galons pe miute). This well is a prim supplier to the system dur th
sumer month. Durg the wite, it becomes a seconda weii but can be reactivated
as a priar well if a fie flow demad is encountered.
Well No.2 is located on Rach Drve ne the inertion of Dogwood Place. Th well
ca produ 470 gpm, an dishages dlreetly into th 90,000galon rervOlr. A boster
pump sttion is located at the reseolr, and consists of thee pums wi a tota capit
-2-
of 740 gpm th pum from the reseoir dily into th dibutin system. Th
booster station's smalest pum usualy operates year-around whie the larger two booster
pums operate priily in the suer. Dur sum month, Wen No.2 is a
seconda supplier to th reservoir. The reseoir's puose is to help meet pea
demads, provide storae for fie ree, an supply th system durg a mehacal
breadown. Thoughout the witer month, Well No.2 is activated as th pri supply
soure. Itcontiues to dischage directly into the reservoir, wi the booster pump station
providin th requied supply.
Well No.3 is located east of the Cer Cour cul-de-sa, in the maenace yard at
the nort end of Eagle Hills Golf Course. With a production capacity of 600 gpm, Well
No.3 is th smaest, an is us stctly as a second supply source.
Well No.4 is located between Edgewood Lae and Conover Street just nort of State
Hihway 44, (State Street). Th well ha a variable speed pum intaed tht is capble
of delieri a sued flw of 3,04 gpm. Th well provies water for much of th
eaer pa of the Eagle Water Compy system.
An ine booster pum system was intaed in the Eagle Water Company system in
2000. The booster pump is located at the new Eagle Water Company maenae
failty nort of Hil Road betwee Highway 55 and Horsshe Bend Road. Ths boster
staton consiss of a varble speed pum an ha th caity to supply water at a
volume of2,100 gpm and 70 psi. Th instaltion was needed to supply volume an
stbilize pressure in the rapidly developing nortst section of Eale.
Well No.6 is in Van Engelen Estes No.2 Subdiviion located sout of State Hiay
44, (Wes State Stree) apprxitely one mie west of downtown Eagle. Th well is
sitted on a 100 ft. by 100 ft. parcel on the easter end of Lots 1 and 2, Block 2 of the
suvision. The well ha a varle spee pum, which ha a capacity to provide a
sus flow of up to 2,600 gpm to th Eale Water Compy dibution system. Th
well supplies much of th water requied in th western portion of Eagle.
Well No.7 is located in the SE 'i, NE Y4, SW 'i Section 15, TAN., R.1E., B.M., Ada
Coun, Idah, which is sout and west of the intersetion of State Highway 44 and Stae
Highway 55. The well bas a variable speed pum, an ha the capaity to provide a
sued volue of 1,900 gpm.
STORAGE REQUIREMENTS
A 9O,000-gaUon reservoir is located adjacent to Well No.2. Additiona storae faili
wil be addresse in the ne fue.
-3-
SOURCES OF WATER
Th curent sources of water for thê system are th six exiing wells. Well No.1 is at a
depth of318 feet an is locaed in th nortwest pa of the system. Well No.2 whch
feeds th reseoìr is 230 foot deep an is locaed slightly to the eas of Well NO.1. Well
No.3 is locted in th nortwest area of the system and 484 fee dee. Well NO.4 is
located in the south central portion of the system and 490 feet deep. Well NO.6 is
located in the southwestern area of the system and 450 feet deep. Well NO.7 is located in
th souteaster area of the system and 403 fee deep. Al well are in th Bose River
aquier, which has tradtionaly produced large volume of high quaty water.
The proposed Well No.8 wil be located in the souteastern par of th system and is
anticipated to be 400 feet deep.
POTENTAL CONTAMATION
The sources of potentia contation are shown on th GWUI Field Surey form
These sources inlude shaow grvel extion pits in the vicin of the proposed well.
The closest of th six grvel extaction ponds is 195 feet west of the well site. The five
oth ponds each located are 295 feet norteas, 325 feet nortwest, 475 fee so~ 485
feet soutwes, and 610 feet souteas from the well site. The Nort Chael of th Bois
River is located sout of th well, State Highway 44 is located nort of the well and th
Dry Creek Ca is locaed ea of the well sie. Nort Chael of th Boise River, Stae
Higway 44 and the Dry CreekCa. shoul not impac the prpose well to any extent,
as they are more th 1,000 feet from the proposed well. The existing ponds are believed
to be surfac water inùtrtin ino excavatins and a clay layer is believed to exit
between the ponds and the aquier, which wi be tappe. Well driling opeations wi be
conduced in a ma to prevent su water from enterig th deepe aquier. Seal
wil be mataed during drling and all down whole drlig equipment wi be
mataed in a satizd condition to prevent contaation. Inormtion obta from
other Eae Water Company wells in th area indicates thre is a high probability tht
clay layers exi between surfa water sours an deeer aquier. Th proposed well
wi be sealed from the screen to the surce using bentonie and have an upper seal of
concrete. In addition test wi be conducted on th sure ponds and well water to
dete tht th sources are not th sa.
FLOODING PROTECTION
The propose well site is outside the flodway but wi the 100-yea flood pla To
protec the well the house floor wil be conscted a minimum of 3 foot above the
anticipated elevation of the 100-yea flood elevation and wi be verifed by the enineer.
The top of the well caing shall be a miimum of2 feet above th floori to provide
additiona protecn from floodin. In adtion the physical stture of the pum house
itslf wil be seed to increase flood proofi.
-4-
WELL LOT DIMNSIONS
Prpose Eagle Water Company Wen NO.8 wil be located on th IOO-foot x 100-foot
lot tht wil be purchaed by Eagle Water Company from the Eagle Gravel Company.
Th wen and pum house wil be located at the center of the lot to ma distane
from th wen to th propert boun.
WELL LOG DATA
Ida Depaent of Water Resources records indicate there ar nie private well in th
area surounin the location of Well NO.8. These well ar relaive sblow raing in
depth from 63 to 189 feet. The Eagle Water Company muncipa well No. 4 locaed
approxiely 3050 feet northwest of th wen site was driled to a depth of385 feet in
th mid 90's. It is anticipated tht subse geology for propose Eale Wen No.8 wi
be sim to tht of Eagle Well NO.4 with multiple clay layers sepaating shalow an
de aquifer.
WELL SCHEMATIC (See next shet)
RE:FE:E:ÑLE. NO.'" 3~ P. (0
PRELIMIARY ENGINERIG REPORT
EAGLE WATER CONW ANY
WELL # 8
AN
ASSOCIATED APPERTENANCES INCLUDING THE WELL HOUSE
AUGUST 2008
MTC ENGINERS
707 N. 27TH ST.
BOISE, ID 83702
BY
-1-
A f"i"Tnnløtp Aøt~llpA ?'P",,,.i-t o:......"la+Ah' 7'ali:t.u:"'Q a. 11 ~i;n(,.fti: u~çJ... tri.r.e Yvvy?plrlr iii.U~n::p;.J.. ..'"AJLl'4.."'''....''Ll''u, i "".lvi.. """"""u:..,.iJ J. ,..._....Q .... --r--"'- ... " .... "'""
and equipment is not known at this time. It is anticipated that a minmum of
16 inch drill well bore wil be fitted with a 12 inch inner casing and well
screen capable of supplying 2400 to 3000 gallons per miute. The well
screen will have adequate length and openigs for this quatity of water.
The screen will have a sand pack with surace area to provide the quantity
wil no more than 0.5 per miute velocity.
The well will be connected to the existing system on Ancona Avenue with a
12 inch pipe. Adequate valves and thrt blocks will be provided.
Other wells in the area have not required treatment before being connected
to the system. However, there wil be an ara in the pump house reserved
for chloriion or other tratment if required. If the well is contaated
with unllowable contamiants and must be abandoned it will be done as set
forth in wnws 510.09
An application for an additional point of diversion ha been submitted to
IDWR and approved. If additional water rights are requird they will be
transferred from existing rights already owned by Eagle Water Com.pany.
Until the production is verified there is no reason to transfer an additional
right. A permit to drill this well has been issued by the Deparent of Water
Resources.
The well house wil have frame" constrction with air conditioning and a. . j) ~,':" :!i~-'~?:; ~-~~"-':i _ _ _ _ .heater. A connection for a-péRã1e. generator set wil be provided. The site
wil be fenced for safety and the building floor will be a mium of 3 feet
above the BFE designated by the Corp of Engineers. The pump base will be
a mimum of 30 inches above the floor. Site grading wil be away from the
building. A floor drain wil be piped to a sump more tha 30 feet from the
welL.
~2-
The pump will be pre-hibed but the pump glands and pre-lube wil not drin
to the floor but to the exterior of the buiding. There wil be no other
constrction on the site that could cause contamiation of the well. No
septic tank or storm water draineld wil be Dermitted within 100 feet of the- ..
well.
Overload protection wil be placed on each of the tree legs of the electrical
supply. A flow meter that measures intantaneous and totalizing flow will
be intaled. Other valves and controls wil be in accordace with stadards.
The pump wil be a three phase line shaf, water lubricated pump controlled
by a variable speed controller.
There wil be an electrical connection suitable for connection to a portble
engine-generator set. This wil allow a portable set to be moved from a well
tht is out of service to one that is in service without the added expense of
stationary sets. This will reduce maintenance costs but wil still provide for
the few times there are power outages from the main Idao Power source.
Other items will. be addressed and provided for when the well is drilled,
tested, and the quantity determed. This will consist of a pump cure,
pump valve if required and other mior valves like air vacuum relief:
pressure relief and permanent water level measurement provisions.
The well house and accessories wil provide for all the items outlined in theWell House and Equipment Design Checklist.
-3-
EAGLE WATER COMPANY, INC.
EAGLE, IDAHO
ENGINERIG REPORT
SITE ASSESSMENT
FOR WELL No.8
MTCINC.
CONSULTIG ENGINERS
JU 13, 2008
RSP. t.O,- 31J ~ a
PUROSE OF REPORT -1-
This Engineerìng Report is intended to satisfy all the State ofIdao, Deparnt of
Health and Welfare, Division ofEnvionreiital Quaty requirements for modifications to
0X1~n+;""ig. ,..,1..+.0.. n~.,i*o...( ..n no+ .t"..i. :.. +i.o T..,.1." D.o.t,llo.+:-._ ~.. D.,lJ.l:_ .T"i... inking \V(&.nt~r'- ui. VV(&L,-i. "J"L"'.i c; ,,'-L i.vi.u. 1l u.'- i.üöiv ì'"'5l.Li.vu i.vi. i. uvu'- JJ ~_
Systems. Th document is required as par of th approval process before a new well
can be constructed by Eagle Water Company tht wil provide an additional source of
groundwater to the system. The Public Drin Water Well Site Evaluation checkl as
requied by D.E.Q. is provided. Copies of th Application for drlig pert, Water
Rights Trafer, GWUI Field suey wih well siting checklis, well site evaluation an
engìneerìng reports are included.
GENERA DESCRIPTION
The Eagle Water Company provides servce to commercial and residential customers ìn
Eagle, Idao. The system presently ha six wells ìn operation with a combined rate
output of 9200 galons per miute (gpm). It is proposed tht Well No.8 wi be located
ìn th soutern par of th system on a pacel of lad situted sout of State Hihway
44 and east of Edgewood Lae. In addition to these groundwater sources there is a
90,OOO-galon reservoir with booster pumps located adjacent to Well NO.2. A booster
station is also located near the new Eale Water Compy Matenace Offce between
Old Highway 55 (Horseshoe Bend Road) and Highway 55 north of Hil Road.
CUSTOMER BASE
At the beging of 2006 Eagle Water Compy provided serces to apprxitely
3,282 residences and businesses in the Eagle area most of which are sinle dwellins.
The number of customers ha more th doubled sìnce the 1995 well was conscted.
Continued double-digit growt is expted to for the next few years. The constrction of
Well No.4 in 1994 and Well No. 6in 1995 has permed Eagle Water Company to
adequately sere its cusomers in periods of pea demad. The addition of Well No.8
wil help baance the water pressures and supply needed volume to meet peak demad in
the souteas par of the system and provide improved fie flow capabilties in rapidly
growi commercìal areas of Eagle. The nee for more water was mae viible durg
th June 2007 enineering report.
DESCRIPTION OF WELLS
Well No.1 is located off the comer ofSprìng Hil Drive and Ash Stree and ca produc
560 gpm (gallons per miute). Ths well is a primar supplier to the system during the
sumer months. Durg the witer, it becomes a secondar welL, but ca be reacivated
as a priary. well if a fie flow demad is encountered.
Well No.2 is located on Rach Drive nea th intersection of Dogwood Place. Th well
can produce 470 gpm, and dishages directly ino th 90,OOO-galn resoir. A booster
pum station is located at the reservoir, and consists oftbee pums with a total capacity
-2-
of 740 gpm that pum from the reservoir directly into the disbution system. The
booster station's smalest pum usualy operates year-around whe the lager two booster
pumps operate priarily in the suer. During sumer month, Well No.2 is a
seconda-j supplier to the ïeservoir. The resrvoir's pni-pûse is to help meet peak
demads, provide storae for fie reserve, and supply the system during a mechacal
breakdown Thoughout the witer months, Well No.2 is activated as th pri supply
source. It continues to dischage directly into the reservoir, with the booster pump station
providing the required supply.
Well No.3 is located east of the Ceram Cour cul-de-sac, in the matenace yard at
the nort end of Eagle Hils Golf Course. With a production caacity of600 gpm, Well
No.3 is th smaest, and is use stctly as a seonda supply source.
Well No.4 is located between Edgewood Lane and Conover Street just nort of State
Highway 44, (State Street). Thi well ha a variable speed pum instaled th is capable
of delivering a susaid flow of3,046 gpm. Th well provides water for much of the
easern pa of th Eagle Water Company system.
An inine booster pum system was installed in the Eagle Water Company system in
2000. The booster pum is located at the new Eagle Water Company maintenace
facilty nort of Hil Road beeen Highway 55 and Horshoe Bend Road. Th booster
station consists of a variable spee pum and has th cait to supply water at a
volume of2,100 gpm and 70 psi. This installation was needed to supply volume and
stabilize pressure in the rapidly developin nortea section of Eagle.
Well NO.6 is in Van Engelen Estates No.2 Subdiviion locted sout of State Hiway
44, (West Stae Street) approxitely one mile west of downown Eage. The well is
situted on a 100 ft. by 100 ft. parcel on the easern end of Lots 1 and 2, Block 2 of the
subdivision. The well ha a variable speed pum, which ha a capacity to provide a
suaid flow of up to 2,600 gpm to the Eagle Water Company distibution system. Th
well supplíes much of the water requied in the western portion of Eale.
Well NO.7 is located in the SE v., NE Y4, SW v. Section 15, TAN., R.IE., B.M., Ada
County, Idaho, which is south and west of the intersection of State Highway 44 and Stae
Highway 55. Th well ha a varable sped pump, and ha th capacity to provide a
sued volume of 1,900 gpm.
STORAGE REQUIREMENTS
A 90,000-galon resrvoir is located adjacent to Well No.2. Addiona storage facili
wil be addressed in th near futue.
-3-
SOURCES OF WATER
The cllent sources of water for the system are the six existin wells. Well NO.1 is at a
r1ø't+"h n..ç '112 .f.oø+ ~..r1 ;e- l,(ru'),+o.r .;.. +h.o 'lA..i""TOS+ ..n.. ",.t+ho t"'nst0~ ~TOill liT_ .. .....,:h~ni.
..""l'''LI vi -' i v .1'-'''' u..... i~ ivvu."""u. J,J. Li\i llV.."iivv," l, .pQ. L VJ. ..i.1'- i:) "'''.l.U.. . Y "'.II .L "Iv. k VVL11\.LL
feeds the reservoir is 230 foot deep and is located slightly to the eas of Well No. 1. Well
No.3 is located in the nortwest area of the system an 484 feet deep. Well No.4 is
located in the south central portion of the system and 490 feet deep. Well No.6 is
located in the soutwestern area of the system an 450 feet deep. Well No.7 is located in
the souter area of the system and 403 feet dee. Al wells are in th Bose River
aquier, which has tradtionaly produced lage volum of high qualiy water.
The proposed Well No.8 will be located in the southeastern par of the system and is
anticipated to be 400 feet deep.
POTENTIAL CONTAMNATION
The sources of potential contamtion are shown on the GWUDI Field Surey form
These sources include shaow gravel extacon pits in the vicinity of the propose well.
The closest of the six grvel extaction pond is 195 feet west of the well site. The five
other ponds each located are 295 feet nort, 325 feet northwes, 475 feet sout 485
feet southwest, and 610 feet southeas from the well site. The Nort Chael of the Boise
River is located south of the well State Highway 44 is located nort of the well and the
Dr Creek Can is located ea of the well site. Nort Chael of th Bois River, Stae
Highway 44 and the Dry Creek Can should not impact th proposed well to any exten,
as thy are more th 1,000 feet from the proposed well. The existing ponds are believed
to be surface water intratin into excavations and a clay layer is believed to exist
between th ponds and the aquier, which wil be tapped. Well drg operations wi be
conducted in a maer to prevent sure water from enterg th deeper aquifers. Seal
wil be matained during drllin and al down whole driling equipment wil be
maintaied in a santized condition to prevent contation Inormtion obtaid from
other Eagle Water Company wells in the area indicates there is a high probaility that
clay layers exi between surace water sources and deeer aquiers. The proposed well
wíl be sealed from the screen to the suface using bentonie and have an upper seal of
concrete. In addition tests wil be conducted on the surace ponds and well water to
detere tht the sources are not the sae.
FLOODING PROTECTION
The proposed well site is outside the floodway but wi the 100-year flood plai To
protec the well the house floor wil be conscted a miimum of 3 foot above the
anicipated elevation of the lOO-year flood elevation an wíl be verifed by the engineer.
The top of the well casing shal be a mimum of2 feet above the floori to provide
additiona protecton from floodin. In addiion the physical stctue of the pum house
itself wil be sealed to increase flood proofig.
-4-
WELL LOT DIMENSIONS
Proposed Eagle Water Company Well No.8 will be located on the laO-foot x 100-foot
Int th",t uMIl be nn.."hoc..,,4 "h" i:"",1.. "llTa+", 1'~-n~'llV .illV~-l11 thp Pa~Q"11;' Gr'i-a~v'Pil f'Oin1î'J"'"Mi-y.£v.. t".L.H'" Ty..i ... .. l'u.",i~",y. V) .L51\. yy..""i vVll.1r-. 'J ....... . . "".....A Q.. . ... "' ..~aiJ..
The well an pum hous wil be located at the center of the lot to i:e distane
from the well to the propert boundar.
WELL LOG DATA
Idao Deparnt of Water Resoures records indicate there are nie private well in th
area suroung the location of Well No.8. These well are relative shallow rag in
depth from 63 to 189 feet. The Eagle Water Company muncipal well NO.4 located
approximely 3050 feet nortwest of the well site was driled to a depth of385 feet in
the mid 90's. It is anticipated that subsurace geology for proposed Eagle Well No.8 wi
be simla to that of Eagle Well No.4 with multiple clay layers seartin shalow and
deep aquifers.
WELL SCHEMATIC (See next shet)
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EAGLE WATER COMPAN, INC.
EAGLE, IDAHO
ENGINERIG REPORT
SITE ASSESS:MNT
FOR WELL No.8
MTCINC.
CONSULTIG ENGINERS
JU 13, 2008
ENGINERIG REPORT
SITE ASSESSMENT FOR WELL No.8
June 13, 2008
TABLE OF CONTENTS
PUROSE OF REPORT
GENRA DESCRIITON
CUSTOMER BASE
DESCRION OF WELLS
STORAGE REQUIMENTS
SOURCES OF WATER
POTENTAL CONTAMATION
FLOODING PROTECTION
WELL LOT DIMENSIONS
WELL SCHEMATIC
DEQ CECKLISTS (WELL SITE EVALUATION)
WELL SITE EVALUATION REPORT
GWJÐl R£l5:B BHR'ÆY &
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IW'Et:b bee 8F lÆ~Y ~lsS
VICINTY MA
i'\PlIQlinQ~l liR QIY:blQ PBIQl!+
\lriliFE ftSlB=8 ~l8F:BR i\llelißQ~l
PAGE I
PAGEl
PAGE i
PAGE i
PAGE 2
PAGE 3
PAGE 3
PAGE 4
PAGE 4
PAGES
APPENDIX A
APPENDIXB
l\PQ)~"xC
ilr~æQ(Q
APPENDIXE
li~lQIiX F
~lQlX;Q
PUROSE OF REPORT -1-
Th Engeerig Report is intended to safy all the State ofIdao, Deparent of
Hea an Welfe, Division ofEnviomnental Qua requirements for modications to
exiin waer systems as set fort in the Idao Regution for Public Dring Water
Systems. Th documnt is requied as par of the aprova process before a new wellcan be co:icted by Eagle Water Company tht wi provide an addiiona source of
grounwater to the system. The Public Dr Water Well Site Evaluation checklist as
requied by D.E.Q. is provided. Copies of th Application for dr per, Water
Ris Trafer, GWUI Field suey wih well siti checklst well site evaluation and
engeering reports are inlude.
GENERA DESCRIPTION
The Eagle Water Company provides serce to commercia and residentia cusomes in
Eale, Idao. The system presently ha six wells in operon with a combined rate
outut of9200 galons per miute (gpm). It is proposed tht Well No.8 wi be locted
in the souteaser pa of th system on a pacel of la sit south of Stae Hiway
44 and ea of Edgewood Lane. In addition to these groundwater sources there is a
90,OOO-galon reervoir wi booster pumps located adjacent to Well No.2. A booster
ston is als located ne the new Eagle Water Company Matenace Offce beeen
Old Hihway 55 (Horseshoe Bend Road) an Higway 55 nort of Hi Road.
CUSTOMER BASE
At the begin of2006 Eagle Water Company provided serces to approxily
3,282 resiences an businesses in th Eagle area inst of which are sin dwellings.The number of cusomer ha more th doubled since the 1995 well was conscted.
Continued double-diit growt is expected to for the next few years. Th consction of
Well No.4 in 1994 and Well No.6 in 1995 has pered Eagle Water Company to
adequaely sere its cusomers in periods of
peak dema. The adion of Well NO.8wil help balce the water pressures and suply needed volue to meet peak demad in
the soutea.wr of the system and provide imroved :fe flow capabilties in rapidly
growi cOmmercial area of Eagle. The ned for more water was made viíble durinthe Jun 2007 engineerg report.
DESCRIPTION OF WELLS
Well No.1 is located off the comer of Spri Hi Drve and Ash Street and can produce
560 gpm (galons per miute). Ths well is a pri suplier to th system dur th
sumer mont. Dur the witer, it becom.es a seconda well, but can be reactivated
as a pri well if a fie flow demand is encountered.
Well No.2 is located on Rach Drve ne the intersetion of
Dogwood Place. Th wellca produce 470 gpm. and dichages diectly ino the 90,OOO-galn reservoir. A booster
pum sttion is located at th reservoir, and consists oftbree pums wi a total capacit
-2-
of 740 gp th pum :fom th resoir diy in th disbuon system. Th
booster ston's smlest pum usuay operates year-around whie the lager two booster
pums operate priily in the suer. Duin sumer month, Well NO.2 is asenda supplier to the reseoir. The reoir's purse is to help me pe
dea:rs, p,i.u'Vide storage for fie reserve, and supply the system durg a mehacal
breadown Thougout th wier month, Well NO.2 is acivated as th prim suply
soure. It contues to dichage dictly into the reservoir, with the booster pup staton
provi th requied supply.
Well No.3 is located eas of the Cer Cour cul~e-sa, in th maena yard at
th nort end of Eagle Hil Golf Coure. Wit a production capaity of 60 gpm, Well
NO.3 is the smaest an is us stctly as a seconda suly source.
Well No.4 is located between Edgewood Lan and Conover Street just nort of State
Hiway 44, (State Stree). Th well ha a variable speed pum inaled tht is cable
of deliver a su flow of3,046 gpm. Th well provides waer for much of th
eaer pa of the Eale Water Company system.
An ine booster pum system was inaled in the Eage Water Compy system in
2000. Th booster pum is located at the new Eagle Water Company matenace
fail nort of Hil Road beee Higway 55 and Horse Bend Road Th boster
stn consiss of a varble sp pum an ha th cait to suply waer at a
volume of2,100 gpm and 70 psi. Th inaltion was needed to supply volume and
stbile pressure in the raidly developin norteast section of Eale.
Well No.6 is in Van Enelen Estes NO.2 Subdviion located sout of Stae Hihway44, (Wes Stae Stree) approxiely one mie west of downtown Eae. Th well is
sited on a 100 ft. by 100 ft. parcel on the easern end of Lots 1 an 2, Block 2 of thsuvision. The well ba a varble spee pum, whch ha a capaity to provie a
susd flow ofup to 2,600 gpm to th Eagle Water Compy dibution system. Th
well supplies much of the water requied in th wester porton of Eale.
Well NO.7 is located in the SE ~, NE v., SW v. Section 15, T.4N., R1E., B.M., Ada
Coun, Ida, whch is south an wes of the inertion of Stae Hihway 44 an Stae
Hiway 55. The well ha a vable spd pump, an ha the cait to provide a
suaied volume of 1,900 gpm.
STORAGE REQUIRElvS
A 9O,00Q,gaon reseroir is loced adjaent to Well No.2. Addiiona storage fail
wi be addressed in the ne fu.
-3-
SOURCES OF WATER
Th cuent sources of water for the system are th six exiing well. Well No.1 is at a
depth of 318 feet an is located in the nortwest pa of th system. Well No. 2 whch
feed th resevoir is 230 foot deep an is located slihtly to th eas orWell No. 1. Well
No.3 is locaed in th nortwe area of th system an 484 feet de. Well No.4 is
locaed in the sout central porton of th system and 490 fee deep. Well No.6 is
loced in the soutweser area of the system an 450 fet dee. Well No.7 is located in
th souteaer area of th system an 403 fee dee. Al wells ar in th Bose Rier
aquier, which ha tronay produced lage volum ofhi qua water.
The proposed Well No.8 wi be locted in th soutasern par of the system an is
anticipted to be 400 feet deep.
POTEAL CONTAMATION
The sources of potenti contamination ar shown on the GWUDI Field Surey form
These sources include show grvel extn pits in the vicin of the propose wellThe close of th six grvel exton pond is 195 fee wes of th well sit. Th five
oth pond eah locaed are 295 feet nort 325 feet nortes, 475 fee south, 485
fee soutwes, an 610 feet soutea from th well site. Th Nort Clil of th Bois
River is located sout of the wel4 State Highway 44 is located nort of the well an the
Dr Creek Ca is located eas of th well site. Nort Cbael of the Bois River, Stae
Hiway 44 an th Dr Creek Ca shoul not imac th prpose well to any extent
as they are more th 1,000 feet from the propose well Th existing ponds are believed
to be suce water ìntrtin ino excavatons and a clay layer is believed to exist
between the ponds an the aqer, which wi be tappe. Well dr opeions wi be
conduced in a maer to prevent sue waer from eatei th de aquier. Seal
wi be :mtaed dur drlin and al down whole dr equipment wi be
:mtaed in a saniz condion to prevent containation. Informtion obt from
oth Eale Water Compy well in the area indicaes thre is a high probabilit th
clay layer exi be suce water source an dee aquier. Th propose well
wi be seed from the SCreen to th su.e using bentonie an have an upper se of
concete. In addion tess wi be conducted on th suace ponds and well water to
deter th th sources ar not th same.
FLOODING PROTECTION
The proposed well sie is outside th floodway bu wi th l00-yea flood pla To
protect th well th hous floor wi be consed a mium of 3 foot abve th
anticipaed elevation of the 100-yea flood elevation and wi be vered by th engineer.
The top of the well casing shall be a Tn;niryu. of2 feet abve th floeri to provide
addiioii protecon from. floodin. In adion th physica ste of th pum housitself wi be seaed to ineas flod proofi.
-4
WELL LOT DIMNSIONS
Propose Eagle Water Company Well No.8 wi be locaed on th 100-foot x i OO-foot
lot tht wil be purcha by Eagle Water Company from th Eagle Gravel Company.
The well and pum house wi be located at th center of th lot to ma distane
from th well to the prope boun.
WELL LOG DATA
Ida Dent of Water Resurces records inicate thre are ni private well in th
area suunin th locaton of Well No.8. Thes wells are relative shaow rag in
depth from 63 to i 89 feet. The Eale Water Company muncipa well No.4 located
approxitely 3050 feet nortwest of the wen site was dred to a depth of385 feet in
the mid 90's. It is anicipated th subs geology for propose Eae Wen No.8 wi
be similar to th of Eagle Well NO.4 wi mutiple clay layer setin show andee aquiers.
WELL SCHEMATIC (See next sht)
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~.. "... -. S'. '. 'ti. , '. ,M, ~ '£ , . .. .1'''1. i, iI~.. \'~,.' ¡:~ jlt" ~ C.~_~l ~ I.
o ~~~.~.l~w~.,~'~ '1: L;t', ~.iL ~~e."' ' ,,I ..~iQlt- .,-- '/1 6';'1 .... ( tA/.f ..". ii4 . '- ìti~~~'i ~~~ ~ r t~~\H\ ~~~.;==~ l~wi ¡ t"r- ""',-"' ',:; ~.. y. "",--:'. ...!o; ~ 'l .. ,
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,
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1
iv
reo' ~ Si. A ~"" ~ \ ~ -CAt'. A!',M.1"~ 3.iiu.. N ~ \ '!
\¡\J~~L l-Ò. Q. 'N1'~)-
APPENDIX A
DEQ CHECKLISTS
e $
. PUBLIC DRIG WATER WELL SIT EVALUATION
. DEP ARTJ OF mMONMAL QUALIT
Al public wate well sites mus be aproved in wntig by DEQ pror to dr (Idaho Rules for
Fublic Ðrnkng Water Systems (IDWS), SeCton 550. 03. a).
""
PROCEDUR
1. Cal DEQ to dee if there is known grounwa cotaination in.the gear
2. A regied prfesionaengiee, geologi or other cons quaed in th field of
hydrogeology mus prare a thoroug site evaluaon, includi it li below.
3. Sub evaluaon to DEQ, and schedúle a field inon. The exct locon of the well mus be
sted by the enee pror to DEQ inpeon.
4. If the well is acptle, DEQ wi issue wrtten approval.
5. pIa andspecatons for the well-and pump house mus be approved by DEQ prior tocoon
CHEOOST FOR CONSULTAN
i1!;:~~
Name of prect or water syst E A &L.E. W ÂTEI"
Dat DEQ coricte to dius potenti groundwate problems.
COMPANY
f!2!ZQO$i IName of peon contaed. 'P'1""R 1.4'11( _ M(Jliry MAflc,IJ,s...' ..
PrVìde a nare dicussion exlai why the'si was chos and why it.rs"~e
for a public war system well. Dission mUs include the fonowig:
a. ~ Locaon (includ separ Vìcinty ma wi dion to the site) (IDWS 55Ð.;e:;;a)
.;.
b~ Wen lot mus be d.edcated to the wat sym ony, and on proper owned or leased by
th wate system. Conta DEQ if th well10t is pa of a larger coonly owned~ ..;",1
,., propert. (IDWS 550.03.0)
c.Ì! Tei and.access for drg ng and equiment (CEP)
d.'ì F100ways and floodpla (IDWS 551.0l.n)
e.'E Suroudi la use (reidenti commeria in ope sp~ et.) (IDWS
550.03.a.vi)
f.m A.cip prduction ra of well (IDWS 550.03.a.iv)
g~ Descron of soil and lithology (provide well log from nea well) (IDWS
550.03.a.iiiü)
h.1! Anticipat depth to well sceen; tye and depth of anul seal (IDWS 550.03.c)
i. l! Dion of groundwater qua, and any known continnQD wi 1 mile (lDWS'¡.550.03.a.i) i
Public Wat Sysem Wei"" Evaluation July 2005
P~e 1 of4
':
j~Undergroud geologica da a:d wen logs of exig neaby wells (IDWS .
55L.0L.p.üi)
k.'ì Aquier rehage projec or injecton well with 1 nie, a:d how they inuence the
proposed well (IDWS 550.03.a.iv)
1. 'r How the well wil be prote agin SOU-Te of polluton 01- the how site
conform to the local well hea proteon pla (conta the cit or county to
dete iiplemete pla). (RWW 3.2.3.3) .
m. ~ Potential for the well to be "Grou:waer Under the Dirct Inuence of Sur
Water (GWUI; see G'WI Evaluation Procedue onpage 3). (IDWS 551.01.)
n. E Oter evaluad well sits (RWW 1.1.7 .2.a)
o. 'E Profesiona opinon th the sit is sule for a public waer suly well (RWW 1.1.7)
~. Sign and da the evaluaon (IDWS 551.04.a.i)
5Ì! Provide a sie map coverg at a 50 ft raus showig the followig:
a. "E W ell locon (include vicin map wi dion to the well sit) (RWW 55 J .0 l.a)
~ ~6R4","'i).A1"it FUw4 Flf4Mb. Ll Diron of grund wa fl (IDWS, 550.03.a.il) 7'0 i.1l~"".JT")
c. tg Potential soures of contaminaton wi 500 fee of the well (IDWS 550.03.a. vi)
S4i.ll4M1"
d.l! Dice from well to lot boundaes (50 feet mium) (IDWS 550.03.0, 551.01.p.ü)
"ItA
N/~
e. ~ Sure water sources, includig laes, rier, canal, dithes, et. (50 fe
";ium searon). (IDWS S5G.03.b)
f. ì:~:( Slo e of the land (IDWS 551.011i) t~""l'4k. ri. "'i'61'e. nw.oil ~ N~ Qt"'NNii ¡"P Stns4 1lNI! A.s .sH4WA/ 414 Vl(,""'1" ~ÅP )
g. ~ Septic ta a:d dr fields (100 feet miimum seon for sm sy; cont
DEQ regadig sepaon and hydrlogic analysis requients for la dial
syst). (IDWS 550.03.b)
h. ~ Sewer, storm dr, ingaon, and oter non-potale ma or sece lies (50
feet mium) (IWS 550.03.b)
1. 'E Oter bured utes (IDWS 550.03.b)
j. 'E Subsue storm wa diosal failes or strm water ponds (100 fee
mium) (IDWS 550.03.b)
k. -B Injection well IRDWS 550.03.b)
L -a Fuel ta (50 fee mium uness contaent is provided). (IDWS 550.03.b)
;~
~
Pulic Wate System Well Site Evaluation July 2005
P~e2 of4
.0
m. ~ Road and pakig area (50 feet miniium). (IDWS 550.03.b)
n. ~ Build.:i (50 fee :mum) (IDWS 550.03.b)
o. ~ Livesock (50 feet:mui) (IDWS 550.03.b)
II/A p. €J Oter potenti sources of containaton (50 fet inui) (IDWS 550.03.b)
""
NOTE: DEQ reo:iends (and may reuie) dices grea th the minimum preously
listed, if appriat to protect public heath
RERECES
Ida Rules for Public Drnkg Water Systems
Recommen.d Stands for Water Works (also known as "Ten States Stads") 2003
Adminitrate Rues of the Ida Water Resouce Board: Well Conson Stcmds, RuJes
Ida Wellhead Protection Pla
Cities and watr pureyors are encoured to develop wellead protecon pla
to prevent cotainaton of grundwater us for drg wat. DEQ ha developed a
guidace maua to help comunes prpa thir pla. Th Idao Wellhead
Protectin Plan is avalale at the regiona DEQ offce.
GW"r.I Evaluaton Procedure (Conta DEQ) .
The. system owner mus deons, pror to sering the public, th the propos
souce of waer is unlikly to be consider as Groundwat Unde the Dirct Inuence of
,..
;,"Îur Wat (GWUI). DEQ wi isue a detertion with fi wr aproval of
the site in acordace wi the folloWig guidelies:
i. Soures wi 200 feet of sure water mus be evalua for a six mOnth pe per
Procdu IT in the protool, unless hydrgelogc inoimon is prvided to show
th tesg is not requ. (Sure water is dened as water that flows or is ponded
for more tha 60 das per yecr the das do not have to be contous),
2. Well locad beee 200 and 500 fe frm su wate ar usualy alowed less
rigorous monitorg, and are alowed to see cusomers, under Procede IT in the
protol.
3. Well located more th 500 fe from SUi-Ta. water ar genera deemed
"groundwat uness the aquier is ver shalow (e.g., SPrigs or shw well fields)
or vulnerle to sure waer (e.g., not protte by adequa confining layer).
Pulic Water Syst Well Site Evaluaon
July 2005
Pag~ 3 of4
~
~
Not: 1'is ehec addreses the majari of e0mlDan itelD frm the Idaho .R fur PublÎç Drki
Wate SyselD (lDWS), th Recm:mended Standar far Water Works (RWW, and eOBlm:OIl
engeerig praetce. Hawever, this ehec is Dot alHelllSIe and use ar expeced to fu
undersnd the rues and stdards, apply them where necsary, and reues interprettions from
DEQ if there are any quesns. DEQ regona offce may have addional wrien inonitin tht
Will asist in the desigapprovaI process.
Al of the it indtea on the abve checkl are acurly reflected in the athed Plan and
Specifcatons.
P.E. Stap:
Dat: éhrLO!31 t
.~
Public Water Sysem Well Site Evaluation
July 2005
Page;4 of 4
APPENDIXB
WELL SITE EVALUATION REPORT
,,~/
WELL SIT EVALUATION REPORT
For
Eagle Water Company
WELL NO.8 =-
Th propose well loation is in th SW~, NE~, SW~, Sen 15, T., 4N., RIE.,
B.M., Eae, Ada Coun, ID. Th well site is sited in an uneveloped ~l eflad
which wi be developed into reta offce. The undeveloped la to th Nor Ea an
Sout of the well si are pa of a maer development pla for commial Inets.
Th five ace tr whe well No.8 is located wi be delope ino 116 dweUing un,
conds, apnt and etc. To th Nortwes of th site a coinia buiness pa ha
aleay been developed and is curently on th rea ese maket. To the West is pae
with a few horses and cows. Th well site is apoxiely 475 ft. Nort an 450 ft. ea
of th tloodway shown on th vicin map. Th well hous wi be in th 100..year
flodpla bu wi be elevaed 3 fe abve th prject maum :fod. Th ar
between the well site and the Bois River North Chal wi most liely rema in an
unevelope ste. Commrcia development is predated on ecnomics Development
sout of th well site wi be bad on prestîon of lad wi th Boise River
Floodway. Six pond (as shwn on the vicin map) wer cred :fom agegate
exction activiies in th pas.
Th triona :fw of th aquier in th Bois Valy is :fom ea to nortwe. Th
propose well wi be 40 feet deep. Th Nort Chal of th Bois Rier is
approximately 1075 feet sout of th location. Th well wi be seed frm the ground
su to the top of the scrn by pumin bentonie grout :fom the 300 fet level to th
sue providing a sea :fom suce waer. Thee oth well in th ar ha more th
one imous layer less th 300 fee below groun sece.
Well repoi; ~btaied :fom the Ida Depnt of Water Resources and th Eagle
Water Compy records indicae there ar eit well locaed in Seon 15, T.,4N.,
RIE., B.M., Eag City, Ada Coun Ida. Seven of th nie well are loca nort or
adjacen to State Str. The Eage Water Company (EWC) well No.4 nort of Stae
Strt is more th 3050 feet :fom th well sie. Th two closes well Sout of Stae
Str ar EWC well No.7 and the well on the Idao Conce Co. prert. Well NO.7
is aproxiely 1275 feet sout an th Ida Conce well is apprxiely 1920
fee ea of th well site. Al th well in Secion 15 except Ea Water Well No.4 an
No. 7 are relatively sbaow with depth rain :fom 59 to 189 fee. EWC well No.4,
located 3400 feet Nortwes :fom the well site, is 385 feet dee. Th EWC well No. 7 is
locted 1275 fee Sout and is 403 fee dee. No imact is expcted on th ex
well.
Eagle Water Company chose th site (shown on the vicinty ma) because land wa
avaible for purha an ha acess to an exiin grvel road whih connts to S.
Anona 4- ve. Exieleecal power is avable to th sie. Th power dibuon
~
. .
--2-
sysem wi be upgred to meet the area fie sie developm. A 12 inch lie wi
connect to th exiin 12 inch lie in Ancona Ave.
The well dr is ancipated to be a staiht-forward open. Nô acce problems
for dr and development equiment are expct~ as the ter is relaively flat an
there aps to be good soil beag capity. One concrn for the location is prote
th well frm sure waer pollution. Increain th well site elevaton and s~ th
well ca agai su waer sein ino the well wi alevie th. Th an
spac wi have to be sealed to th top of th sceen. Eag Water Compy's well NO.4
is about 3050 feet to the Nortea encountered sizable aqer at abut 150 feet. It wa
seed to prevent any cross-contamjnation an to prevent an :fow between the aquier.
Well No.7, 1275 feet soutea wa sea to a depth of 336 fee to preven a similar
sittin. A producton rate of2400 GPM is anicipated ba on th oth thee Eae
Water Compy wells tht ar ne Stae Street. The is a good possbilty an arsian
condon :my be encounered dur dr operns. Prcautions wi be tnade
dur dr if th occus. Th water qua ca be execed to be good wiut too
may gr of hadnss. The ar no knwn rechae projec wi a mie ra of
the proposed well.
The proposed well No.8 wi have an ancipated depth of 300 feet to th top of th well
screen. Th bottm of th well sceen wi be plaed ne 400 foot de. Bentonie grut
wi be pupe from th screen level to the grun suac. Cement grut wi be
pum to th top of th scee to prvent th Bentonite se from se an coveri
th sceen. The anul sp aroun the scee wi be fied wi suble siz sa to
provi a'grvel pack".
Accordi to th Eale City Plaers, no well head protecon pla is curly in effec.
Th well heawi be elevate at leas 4 feet above th exiin groun. . Th fihed
flor, ~y at th well hous floor dr wi be at lea thee fee above th BFE
elevaton shown on th FEMA ma. Th pond shwn on th vicin ma an th
GWUI field sheet are beause of th high waer tale ne Stae Strt. Water is found
in most tes holes in th area at no more th five to eig feet below the ground surce.
Tess wi be conducted on the well water an pond waer to ine th aquier is no frm
the sae soUle. Test wi include mieral anysis an specifc conductiv. It is our
request to be'alowed to serve cusomers uner procedur one in th protocol per GWUI
evation. Basd on well logs we believe the suface an dee aquirs to be searted
by clay laye.
It is th opinn of th Engineer tht th site is sutale for a public waer suply well if
th aquiers 150 feet below th groun sue ar se er ca be conveyed toth lower aquier. Well in the Bois River Aquier Jbionay ben
excellent produc of high qua water' . ¿ I t; ~\J.y:,~.\
'~.
1i ~~~I~I:~l
NOfi:P.CAllHG, CQLIJMNPPf: AND
Cl§lN HAVE
LlR'll SeALil.~At VIW
.,. P"tlG.
1_-, I~V~'AIRVElT WITH
SCl!lIENOVf:e;ND
.' 2"Pf,e;FQf.PIETHl,EASti
W/SIECURECAP ,
TOS'rA n: .AND LOCAL
ELe;CrRlçAL CQPE.
ACCORDANCE WITH
CEMENT (PUMPED)'"
PACKEfl: 16"XI2:' $WEPßlLAT -320
· WITH 4',.6" LONG 12" PIPE
PLACED ABOVE SWEDGE .",
16" DIA. BORE HOLE FROM ~327 '.. \.TO -460' ~
!
~
3/4" ~W~
tALL' CORNellSJ
7: '" X e" .AN~ØR lei TS
AIN
HOLES
) GAL. HOLDING TANK (SEE SHT. 2-SITE PLAN)
(
._-- SEE PlAN VI¡W ANI) ~TENPEP 1.'.'
~'~~~~--' -~~~:=-
,/11"'./ ~.)//' ~l - - "', -" " . , " _ _ , _ ,'. " -. _,_ --.-.". _ _ ' _ _.. .y/,/'/ // ~~rA~lu:~L'WL. FOR"''~
i' / i' .,M ..""Jll.l'l..,_., .,/ /. // I)ÇfARGE flASE CASJNG 'ä.. -g/ / U~~.... ...... /.,/ ~. I~..'/.... ~.E~k
~ 0 '.. ..
// 4!t- CQNCf ¡ FLQOR'-Z. . 1(4" Al'LJN ---_.. ",.- ,t"
"'~'~"~''''''''''_"_~''. fT. FLf;c¡R .I)RAINd u D 4. 0- .c ~ 't) '. 'r¡" -'-'''''- "."~,,-,:,,, ,.f: "Qq L, l)
. '.'."''''''.__..''..'''''''''':'T';:'
"'---~"-'~7L-, ..
,/
SH£P -,,--'CTEP DRAINPIPE-PROCTOR l4iòj
"
III)
\)- 1(2" E)PANSIPN l.ASTIC
S" Nli.=-~
ii FOUNDA TIO'N 'lALL.
NOTE: SEE FOOTING AT '
LEFT SIDE OF THIS DRWG.
GQMPACT NATIVE J,ATERJAI.---
BElOW GR~VgL TO SS",
Of STANDARD PROCTOR '"'..~
PUMP HEAD 8.
DETAIL
(NOT TO SCALE)
CiMENT (POURED)-.;,l..,,';~j- , 4 _.' ..~,
i ".' ,",
I" ).'y,
BENTONITE CHIPS (POURED) ~~4
, "',
24" DIA. BOR..E HOLE FROM 0 TO _3~~j.:,..J, ì£ X
PUMP BASE: . '" LI ¡~~I
l l¡
BENTONITE GROUT (PUMPEDt:1 r; !
l. n, Uv
p
-32~
MiNOTES:
~ 10" LINER FROM ..288
..32e TO -328
eRI;EN (304 STNLS~ V WIRE..
JOHNSON) - TYP. FROM ..328 TO
..- ..373 = -373 (Jo")
- 10" LINER FROM -373 TO -401
iALL BE WATER-LUBE:D lINESHAFT TURelNE:.
~HAi.L II g~o HP, .170 RPt., :3 PHASE, 4$9 VOL T
,RIAflLEFRI;QllENÇy PRIVE OR APPROVED EQIJAL
~ PANEL S"'ALL BE AQUA VL T 8000 OR
¡P EQUAL.
BE PMAse; AtiP OVERLOAD PRPTECTIPN REQUIRED.
:TuREfl TQSUPPL't!QPEfATION AND MAINTENANCE
¡ fOR ALL EQuPM..T INSTALLED.
,. -401
FIL TER t(A'JERIAL: *6 - 9 SAND
FROM -2_8 TO -460 (POI,R.ED)
-SHADED AREA ONLY-
10" SCREEN (TYP.)
-406
~"v 10" LINER
-417 10" SCREEN (TYP.l
-433\10" LINER
PUMP WILL 13£ WATER-LUBRICATED.
j ?4l.".,,, L
NEW WELLHOUSE No. 8
CONSTRUCTION PLAN IN. GL .. ",0,-',v
MTC iNGlNEERS & SURVEYORS
707 N. 27!! STRK£T
BOISE, IDAHO .¡.,o.~
DESIGNeD ey: JMà OAT&::~'~DRAWN BY' MOJ DA 'fE'-c,/,.:-"__'-_ ,.. ~ ,_c...,_',,_
CHEÇ~EP ev: JMIR DA ~E:~
PH. (208) 34~-0780
FAX: 343,.,9.67
"sMiÊT3 "of 5
SÇÄlE:"7S '$~WN
. flRQ,~n;CT Nø.Ø'~'I:"
REVISED DATE: 1I-0~H200a...R~v.i Add, Mqde....
EAGLE WATER CO.
EAG-W-09-01
RESPONSE NO. 31
PLEASE SEE THE FILE FOR
A FIVE-PAGE BLUEPRINT
THAT IS TOO
LARGE TO SCAN
RESPONSE NO. 32
Eagle Water Company, Inc.
EAG-W-09-0t
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
IDAHO DEPARTMENT OF WATER RESOURCES
WELL DRILLER'S REPORT
1. WELL TAG NO. D 0053205
DRILLING PERMIT NO. 985961 853289
Water Right or Injecion well No. 63- 9245
. /a¿23-7
6/02
2. OWNER:Name Eagle Water Company \lJeU..îAddre PO Box 455Chy Eagl e State -+ Zip 83616
3. LOCTION OF WELL by lel detin:
You must provid addres or Lot, eik, SU. or Direcons to welL.~:. 4 =~ ~~ ~:~
12. WELL TETS:
ice OnlyWell ID No. t¡~51
Inspected byTwp_ Rge..See_
1/4 1/4_1/4
Lat: Long:
.. Pump o Bailer o Air o FlOWng Artian
Yield lJJmin.Draw PumpiLevl TimeiJ.~CJ 5"1 £3 /;. ...
¡R' û ()'l i %3 ~ A,.$)- 7 / iC!It;j i S"Ç"~o hrS
Watr Temp.
Waer Qualit tes or commen:
Bott hoe temp. _
De fit Water Encnter ~13. lIOGIC LOG: (De relS or âb) wa
Sec.1 , ~4 ~1/4 S~1/4 Bo!15 Dia. !Fro To Flrk:Ulhag, Water Quait & Temre y NGov't Lot
Lat:43 :41 :041 Lo: 116Ptf9 :724 bJllt 1"c:.'1....'1-V~~;Jo .."'J ..Addres of Well Site 6QQI g ,ci,=le9R8 S1:9.I:..,,~ f ,..J -1..;:;;;"'';':: .. :1':;'" f .........\I ;:~ .Ciy Eàgl€i ~i(Gi" ____Of ro.. ~1O.Roor~~~;:;:~... .... ..::.... ;;:,. ,..::.1 __.J iVLt.-alk.Sub. Name ~~~;;~_.... _ ~ -.r :;-_...."\I,~;:';:;:~..--~.-"
I- ,.J v
USE:.~~.;:~
;: ~
-..,..~ - ,.~~-
V I(-n4.
o Doic X* Muicpa o Monior o lITn I
.~;:. ;:;:~~:-..~:;..-,.
'1...i ;:;:~~::;- ~:-.._...J "--o Thernia!D Injetion o Other ",~~::~::~v'v.. ......_....
v5,TYP OF WORK check aU that aply (Repacnt etc.);;:;.~::;:................ v..... ........;.. ...~x-weii o Mo o Abndment o Other ~::;:~:.;:IJ ~ "'.. .. ...oJ,""
~:.;:~::~'"~-"'~..'"..
6.DRilL MEHOD:v
~::~;:;;.~'v....,..".J no Air Rotar o Cabe o Mud Rotary o Other r.eyerse "'ii \fLV~:;;."'~v, ....,':':....,...IV
SEAUNG PROEDURES ::.:::;:~.. '''_:'.. '..01 "7."
:;:~~:~........"Soa! Mailliàl Fro to Wel \I Sel Plmeri Me ,..\I::~~:: ::~ V"" .. ..,."
1"t:71"f\4!v
~i..:..~::::TO;::LI' V.... ",Uti.."'+""e-il:1 1 i: ...\1 .,VWa driv she us?Oy
~
Sho Deths)\.'-;::,:~Lli v.... .. l "'J
\f "
Wa drive shoe sel tested?OV HOW \.,:~~~;:"'':....l ,."\""oJ'o r"vv .. ¡oJ n
8.CASNG/LINR:
Oiár From To Ga Mata Caing Wner W1 Thad '#7 it nroiit q!11 -?qO I l?O c;/(
1 t:11 +t: I ß.II ':?r:~7i:c: +øø 1 fX 0 ~0 2 ~O i -~?i; i lR skslnll?$:~1 ~?RI ~t:i:c:+øøl 0 xf 0 0
1 ri II 'H~I 111"1 I ~hi:.c:l"J:Al 0 xf _ 0 0 -_.--_.._-~
- .Length of Hedpip Length of Taipip -'0 LV 'tUU r"t.l f .,.00 11/11::1PaerXXyONTypnc.CEIVED1611X18uswedge,4'6"p;'l'e(1 ")¡.u +.:.:r"t"tv .,;0;,I
9.PERFORATINSSCEENS PAKER TYPE UN'~?MPeon Method
Scn Typ & Methd of Instlaton ., r\1I.. "P _ "., , ,... \
~eaurae)Frm To Slo Siz Null OiRmr Mal Cis¡ni Liner
"'rin I ......1 ..1:. "I .... ,1 0
~
Completed Depth 455'-....""-
~.~.~'" ''11T''0 Hf/6/08 complJ¡1/5/08ß"'~ i M,." I , fll ...Date:Sted-:~~:~~::::...... .." ~ ..0. ro,1U_~~~ ~
1o.1:îLTER PACK
..oJ ..-.... ,..
440'-455 '35 slot 10"stnls 1 "Îner ~~ti~mM~l .- ¡x~~~
t¿iW Materíàl ~'"=i Plcent Me
I
lime me rig wa removea. "';
ea-. ~.. & Sons V~/A -.~poi:red-9 sarul :BA ~~?~_11. STATIC WATER lEVEL OR ARTESIAN PRESSURE:principai Drílter... f A ~~ ~Y_?lO~_"
+~f1. belo ground Aresan pressure ~Ib.~ .7....~ ~Driller or Oprator II :~~~ 2 -"'.A /"..~ ..Dep flow enountere ~ft Decribe access port or conl deic:~'¡'""Oprator i --.Dae
Principal Driler and Rig Opeor Reuired,
Operator I must have Signatre of Drille/Optor II.
FORWARD WHIT COPY TO WATËR RESOURCES
R,:~ Rt Nt--NtL 18.. ~ ~
, .
RESPONSE NO. 38
Eagle Water Company, Inc.
EAG-W-09-01
EAGLE WATER CO. - EAG-W-09-1
Response to Staffs First Production Request
STATE OF IDAHO
DEPARTMENT OF WATER RESOURCES
TRANSFER OF WATER RIGHT
TRASFER NO. 75035
ie
tø¥
Page 10f3
This is to certify that: EAGLE WATER CO INC
PO BOX 455
EAGLE 10 83616-0455
[phone]
has requested a change to the water right(s) listed below. This change in water right(s) is authorizedpursuant to the provisions of Section 42-222, Idaho Code. A surnrnary of the changes is also listed
below. The authorized change.fórepchaffected water right, including conditions of approval, is shown
on the following pages of this dooúment.
Summary o.f WateriRÎgbæ Before the Proposed Change
Right
63-9245
Origin/Basis
AJC/License
PriOrity Rate
061(;18/1979 3.5 cis
Volume
N/A
Acre Limit Total Acres Sourc
N/A N/A GROUND WATER
Purpose of Transfer.(Chal1gesProposed)Current Number Split POD rou Add POD
63-9245 NO NO NO YES Period of Use Nature of Use
NO NO
Summary of Water RigbæA'terthe Approved Change
Existing New No. Transfer Tra~tÂcreTotal NewNCl. Remaining Remaining Remaining Remaining
Right (changed Rate Volume Limit Acres (remaining Rate Volume Acre Limit Total Acresportion) porton)
-_._--_.._-..-._--_._----;"_.._-------_...__.._---~-_....-....--_........----_.._-------_......-_..._-_.._------------_..._----
63-9245 63.9245 3.5 cis N/A N/A NIA N/A N/A N/A N/A
COMBINED
TOTALS 3.5 cfs N/A 'NfA N/A -NIA NIA N/A N/A
Detailed Water Right Description(s) attached
Dated this :i '" .y day of Av~vrt ,20 oS~~
Page 2 of 3
WATER RIGHT NO. 63..9245
As Modified by Transfer No. 75035
In accordance with the approval of Transfer No. 75035, Water Right No. 63-9245 is now described as
foiiows.
Right Holder: EAGLE WATER CO INC
PO BOX 455
EAGLE ID 83616-0455
Priority Date: June 08, 1979
Source: GROUND WATER
BENEFlCIAL USE
FIRE PROTECTION
MUNICIPAL
From To
01/01 to 12/31
01/01 to 12/31
Diversion Rate
3.50 CFS
1.10 CFS
3.50 CFS
LOCATION OF POINT(S) OF DIVRSION:
GROUND WATER NESENE
GROUND WATER NESWNW
GROUNDWATER SWSWNW
GROUND WATER NESW
Sec. 9 Twp 04N Rge 01 E ADA County
Sec. 9 Twp 04N Rge 01 E ADA County
Sec. 9. Twp 04N Rge 01 E ADA County
Sec. 15Twp 04N Rge 01 E ADA County
CON.DIiIQNSOF APPROVAL
1. Place of use is within the service area aftne Eagle Water Company municipal water supply systemas provided for under Idaho Law..
2. The boundary encompassing the plaAe of us€rfortl1is wa~~r rightisâescribed with a digital boundary
as defined by I.C. Section 42-202B(4) and aijthorized pur~l:ant toLC. Section 42-1411(2)(h). The
data comprising the digital bound~rYi~nEl inCQ~øratec:her~iril:y ref~renceand are stored on a
CD-ROM disk issued in duplicate;orI,giriaison.filewith.cÌheSRBfKDistrict Court and the Idaho
Department of Water Resources. .. .
3. The right holder shall accomplish the change authorized by this transfer wihin one year of the date
of this approvaL.
4. Failure of the right holder to comply with the conditions of this transfer is cause for the Director to
rescind approval of the transfer.
5. Pursuant to Section 42-1412(6), Idaho Code, this water right is subject to such general provisions
necessary for the definition of the rights or for the efficient administration of water rights as may be
determined by the Snake River Basin Adjudication court at a point in time no later than the entry of
the final unified decree.
6. Right holder shall compiy with the drillng permit requirements of Section 42-235, !daho Code and
applicable Well Construction Rules of the Department.
.. j , ..
Page 3 of 3
WATER RIGHT NO. 63-9245
As Modified by Transfer No. 75035
CONDITIONS OF APPROVAL
7. To prevent injury to prior water rights appropriating water from the Boise River and/or the underlying
shallow aquifer tributary to the Boise River, the new well used as a point of diversion for this water
right located within the NESW, S15, T4N, R1E shall be constructed and maintained with
unperforated casing and sealed into the first significant confining layer located 200 feet or more
below ground surface.
8. After specific notification by the Department, the right holder shall install a suitable measuring
device or shall enter into an agreement with the Department to use power records to determine the
amount of water diverted and Shall annually report the information to the Department.
9. This right when combined with Right Nos. 63-7368 and 63-7618 shall not exceed 4.5 cfs.
This water right is subject to all priorwater rights and shall be administered in accordance with Idaho
law and applicable rules of the Department of Water Resources.
Dated this d l, ,. day of ~l ,20 C ~
J~.~Mana~