20070226Reply comments.pdf

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John R. Hammond, Jr., ISB No. 5470
BATT & FISHER, LLP
S. Bank Plaza, 5th Floor
101 S. Capitol Boulevard
Post Office Box 1308
Boise, ID 83701
Telephone: [phone]
Facsimile: [phone]
2001 FES 2:3 PH 5: 1+0
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Attorneys for Applicant
BEFORE THE IDAHO PUBLIC UTILITIES COMMISSION
IN THE MATTER OF THE
APPLICATION OF SPIRIT LAKE EAST
WATER COMPANY, INC., FOR
AUTHORITY TO INCREASE ITS
RATES AND CHARGES FOR WATER
SERVICE IN THE STATE OF IDAHO
Case No. SPL-O6-
REPLY COMMENTS OF SPIRIT
LAKE EAST WATER COMPANY,
INc.
COMES NOW Spirit Lake East Water Company ("Spirit Lake
" "
Applicant" or
Company ) and hereby files these Reply Comments in response to the Idaho Public
Utilities Commission Staff ("Staff') Comments on the Company s Application to
Increase its Rates and Charges for Water Service in the State ofIdaho.
First, the Company will address the status of certain repairslimprovements to the
water system that are in progress. Second, the Company will briefly discuss those
matters in Staffs Comments which it does not object to. Third, Spirit Lake will discuss
its request for rate treatment of particular items. The Company recently submitted
additional information on these items to Staff in response to its Comments, which is also
attached hereto. Based on this additional information Staff has indicated that it does not
object to the rate treatment the Company now requests for these items with some
r f' t ' L Q~
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 1
adjustments. Finally, the Company will discuss its position that additional rate recovery
is justified in regard to specified items which it currently disagrees with Staff on.
Based on the foregoing, Spirit Lake respectfully requests that the Commission
issue its Order approving revisions to Applicant's schedules of rates and charges for
water service in the State of Idaho to become effective with service provided on or after
April 15 2006. The Company requests the Commission s approval of an increase in the
rates it charges its customers: 1) from $12.00 to $17.64 dollars for the first 9000 gallons
of water usage by a customer per month; and, 2) from $.10 to $.17 for every 100 gallons
of water used by a customer over 9000 gallons per month. See Exhibits 9, 10 & 11.
Additionally, the Company requests that the Commission approve an increase in the
amount of the hook-up fee for new service connecting to the water system from
200.00 to $2 500.00.
BACKGROUND
The Applicant has been providing service to its customers as a public utility for
nearly 23 years. Currently the Company provides service to 287 active service
connections within Kootenai County and Bonner County, Idaho. The Applicant's service
area is large, with the lots in the Spirit Lake East Subdivision averaging ten (10) acres in
size. The lots in the adjoining Treeport Subdivision are five (5) acres in size. The total
area served by the Company is over 3 300 acres. The Company owns one lot in Spirit
Lake East, where the well, pump house and storage tank are located. More than 80% of
the lots have active connections in the Spirit Lake East and Treeport Subdivisions with
residences and/or improvements located on them.
1 The Company wishes also to incorporate by reference into its Reply Comments Exhibits 1-8 submitted
with its rate application.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 2
During the 23 years the Company has provided its customers water service, the
rates for said service, as represented by the attached schedules, have not changed since
initially approved by the Commission in Order No. 18466, dated November 23, 1983.
During this time period, costs have changed and many improvements have been made to
the water system. Further, since Order No. 18466 was issued, Hanson Industries, Inc.
the parent corporation of the Company, has subsidized its operation. In 2005, Hanson
Industries wrote off (forgave) $370 000.00 of more than $475 000.00 the Company owed
the parent corporation. These liabilities represent the level of subsidy the parent
corporation has provided the water system since its inception. Hanson Industries is
unwilling, and it is unreasonable to expect it, to continue to subsidize the Company.
Based on this background Spirit Lake filed is rate Application with the Commission.
REPLY COMMENTS
In its Comments Staff cited three maintenance items discussed below that it
believes require Company attention and thus affect its rate request?
Finding and Repairing Leaks
Staff asserted that 1 to 1 Yz gallons for every gallon used by customers is lost
through leakage. Accordingly, Staff recommended that the Company be directed
prepare a plan to locate and repair system leaks.
Spirit Lake has obtained a bid from American Leak Detection Services
American ) of Spokane, Washington, which estimates the costs for initial leak
2 Previous to the filing of these Reply Comments on February 8, 2007, the Company provided Staff with a
copy of a letter it sent to DEQ addressing system leakage, a standby generator and the repair of the
reservoir roof. See Exhibit 12.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INC. - 3
detection service at $3 000.00 to $4 500.00 ("Phase 1,,See Exhibit 13. This bid is for
work employing specialized equipment to attempt to detect leaks in the Company
system. Spirit Lake has sought approval of the use of this initial service from the Idaho
Department of Environmental Quality ("DEQ"
If this service does not detect leaks or is unable to pinpoint them exactly the
process will significantly narrow the areas which must be investigated. After Phase I is
completed American could be hired to provide additional services to detect leaks. This
second service could involve potholing down to the water system pipe to either install
additional valves or to expose pipe at 20 to 22 foot intervals in order to detect leaks
Phase II"
).
American has estimated that excavation work for potholing is costs $130.
an hour. In addition to the excavation cost, the expense for American s Phase II services
to detect leaks would be $1 500.00 a day. Until the Phase I service is performed, it is
difficult to determine what further work might be necessary or to estimate the overall cost
for such services.
At this time DEQ has chosen not to provide comments or approval on this item
until Spirit Lake enters into an agreement with it to address system leaks among other
issues. Spirit Lake is working on such an agreement with DEQ but believes that DEQ'
decision to not provide its approval or comment on the use of this service in the interim
impedes the progress of the repairs and improvements.
Standby Generator
In the fall of2006 and with DEQ's approval Spirit Lake installed a 55 horsepower
(75 kW) diesel standby generator to supply emergency power to run the distribution
3 American has advised that its bid could increase significantly if the size of the system turns out to be
larger than represented and upon snow levels in the area which could make access a problem.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 4
system in the event ofa short term outage of power. This improvement was approved of
by DEQ. The generator was designed to serve the booster pumps only due to the
reliability of Kootenai Electric Cooperative electrical service which was shown by a 3
year analysis of outages which was shared with DEQ. Unfortunately, in the recent past
there have been two extended power outages that led to system supply shortages due to
the fact that the generator was unable to also operate the Company s well pump. As a
result Staff recommended that the Company investigate the possibility of acquiring a
larger back-up generator capable of operating the entire system.
Spirit Lake has received a quote of $35 000.00 on a 250 kW, John Deere diesel-
powered gen-set from Spokane Diesel. See Exhibit 14. SPLE has also obtained a bid
from RC Worst Company to perform the electrical work to install such a generator. Id.
The bid for this work is roughly $57 000.00. The Company has requested comment on
these bids from DEQ whose statutes and rules govern the installation of such a generator.
However, at this time DEQ has chosen not to provide comments on this item until Spirit
Lake enters into an agreement to address this matter along with other issues. Spirit Lake
is working on such an agreement with DEQ but believes that DEQ's decision to not
provide comment on this item in the interim impedes the progress of the repairs and
improvements.
Repair of Reservoir Roof
Staff noted in its comments that the Company s reservoir has a flat roof and
despite the fact that it does not leak it at times has standing water on it due to rain or
snow. Staff believes this standing water presents a potential water quality issue as if the
roof did leak water could seep into the reservoir causing potential contamination. As
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 5
such Staff recommended that the Company be directed to repair the roof to prevent
ponding of water on the roofto assure a safe, reliable water supply.
Spirit Lake has obtained bids for repair work on the roof which have been
attached for the Commission s review. See Exhibit 15. The first was provided by
individual who works in-house with Hanson Industries, Inc. This bid involves the
building of a self-supported, sloped cover over the reservoir. The other bids are from
United Roofing of Mead, Washington and Icon Roofing and provide a variety of methods
for this repair. These bids have been provided to DEQ for their review and comment so
that the Company could narrow the possible repair methods which an engineer will have
to review and design. At this time DEQ has chosen not to provide comments on this item
until Spirit Lake enters into an agreement to repair the roof and repair or improve other
possible system deficiencies. Spirit Lake is working on such an agreement with DEQ but
believes that DEQ's decision to not provide comment on the roofing bids at this time is
impeding the progress of the repairs and improvements.
Object to.
Staffs Comments and Recommendations which the Company does not
The Company has no objection to the following adjustments recommended by
Staff: 1) Staff Adjustment "C" DEQ duplicate fees; 2) Staff Adjustment "E" Annualize
revenue $3 276.00 for outage credit issued; 3) Staff Adjustment "F" Impute revenues
610.00 to annualize customers added; 4) Staff Adjustment "H" Replaced Plant; 5)
Staff Adjustment "I" Restocking Charge $452.00; 6) Staff Adjustment "J" to Working
Capital; 7) Adjustment "K" to State and Federal Income Tax; and, 8) the adjustment to
the costs for chemicals.
Generator and Work in Progress
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 6
Staffs Comments at page 11 discuss certain costs that were inadvertently left out
ofthe Company s Application. Staff noted that the largest item was a used generator that
Spirit Lake purchased and installed for use as standby power. In its audit Staff noted that
in 2005 the Company recorded a market cost of$12 360.00 for the generator. Staff
asserted that although this cost was recorded in the Company s books there was a lack of
cost data and as such Spirit Lake s plant in service should not be increased now or in the
future to reflect the cost of the generator.
Recently, the Company provided additional information to Staff in light of its
comments regarding the generator and other work in progress. As a result of the content
of this information Staff is willing to agree to certain numbers for these items as will be
discussed in more detail below. This additional information has been attached for the
Commission s review as Exhibit 16 which seeks through which the Company seeks the
recovery of an additional $29 993.28.
The additional information includes cost estimates for: 1) obtaining a similar
generator (to also include hook-up costs etc); 2) lease for a similar sized generator; and
3) specific information about the type of the current generator, the date it was purchased
its age, the hours on its meter and a ownership document(s); 4) and costs for other work
in progress items. Id.
Based on this additional information Staffhas indicated to the Company that it
would not object to Spirit Lake is seeking recovery and rate basing of$15 244.00 in costs
related to the generator and other work in progress. The Company asserts that this
amount fails to recognize the cost for several other used and useful and improvements
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INC. - 7
which have been made to the system. As such $15 244.00 should be the minimum
amount which should be included in this rate case.
In the Company s contacts with the Staff, the Staff has informed Spirit Lake that
it would not allow the recovery ofthe following costs the Company has incurred
533.00 in charges from Continental Contractors, Inc.
660.00 in charges from Don s Custom Woodworking;
$268.38 in charges on a Citi Card for Auto Electric Products; and
348.09 in charges related to the repair of the reservoir tank wall and
cleaning of the interior of the reservoir.
The Company incurred $1 533.00 in costs as a result of using Continental
Contractors to remove and dispose of the failed well pump motor in October of 2004.
This was a necessary expense and action so that a new well pump motor could be
installed. Accordingly, this amount should be included for recovery and in rate base.
The Company incurred $1 660.00 on or around October of2006 when this
Company performed repairs and improvements on its well house which houses the
generator. These improvements are still used and useful and will house any new
generator to Company purchases and as such should be included for recovery in rates and
included in rate base.
The Company also incurred $268.38 in charges from Auto Electric Parts for a
starter for the generator. Again this was a necessary expense and should be included for
recovery and in rate base.
4 The Company does not object to the Staffs recommended disallowance of costs for a sign and a metal
detector.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 8
The Company also incurred $1 348.09 in costs related to the repair of the
reservoir tank wall and cleaning of the interior ofthe tank. As noted by the Welch Comer
Engineering Report I the Company s reservoir had a storage capacity of 192 000 gallons
with the current useable capacity at the time of 112 000.00 gallons. Report I at p. 23.
The diminished useable capacity occurred because the reservoir had crack at a level of
approximately 5.5 feet below overflow and if filled beyond this level would leak. Id.
Based on Report I's findings DEQ required the Company to repair this crack and to
inspect the interior of the tank using a diving service. The Company repaired the crack
in the tank which repair was approved of by DEQ. See Exhibit 17 at p. 2. As a result of
this repair the Company is now able to use the full storage capacity of its reservoir of
192 000 gallons. Based on these facts it is clear that the system and its customers have
received a used and useful benefit from this repair. In addition, as required by DEQ the
Company hired a firm to inspect and clean the interior ofthe reservoir. The tank was
cleaned and the inspection noted no leaks in the roof of tank. Again this service provided
a clear benefit to the system and its customers and is the assurance that the reservoir was
capable of providing safe and reliable service to the customers of Spirit Lake. Based on
the foregoing, Spirit respectfully requests that $1 348.09 be added for recovery and into
the Company s rate base.
The Company also requests the recovery of the full amount of the generator
which is currently in use. The value of this item is demonstrated by Exhibit 16.
Based on these adjustments the Company requests that it be allowed to recover
and rate base these additional costs.
Engineering Expenses
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 9
In Adjustment B to engineering expenses in the Staff s Comments it
recommended the disallowance of $2 946.00 of these costs because they related to the
potential sale or transfer of the system or to duplicate repairs of the reservoir.
Recently, the Company has provided additional information to Staff in light of its
comments regarding the engineering expenses it has incurred. As a result ofthe content
of this information Staff is willing to agree to certain numbers for these items. As the
evidence supporting the Company s position is voluminous it requests that the
Commission authorize the admission of certain correspondence contained in the
Company s response to Staffs First Production Requests No.1 and its entire response to
Production Request No.3 into the record of this case for the sake of efficiency and cost
reduction.5 If this is not acceptable the Company will produce additional copies of these
responses for introduction into the record.
In submitting additional information to Staff the Company contended that it
should recover the vast majority of the total engineering expenses which Staff initially
recommended disallowance of. This because the engineering reports and services the
Company received were used by DEQ as the basis for all actions, repairs and
improvements which it has required of Spirit Lake as is shown below.
On October 28, 2007 Welch Comer provided an engineering report ("Report I"
to the Company and its customers. The Company paid $2 500.00 for its portion of the
preparation of Report 1. Report I was completed just after the pump failure and system
outage occurring between October 4 and 10 2004. DEQ received Report I on November
5 The Company requests that following DEQ, Spirit Lake and Batt & Fisher, LLP correspondence be
admitted into the record which are dated as: October 19, 25 & 28, 2004; December 1 & 9, 2004; January
2005; February 18 2005; AprilS & 22 2005; June 13 2005; and November 5 2005.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 10
, 2004, as indicated by correspondence from DEQ Engineer Gary Gaffuey. The Staff
requested a copy of Report I which it received in December as indicated by
correspondence from Batt & Fisher, LLP to Michael Fuss on December 9, 2004.
Although Report I was initially prepared for the possible transfer of the system to
another party its recommendations were used by DEQ as the basis for the actions, repairs
and improvements it required of Spirit Lake and which are germane to this rate case.
This is demonstrated clearly by a review of the correspondence referenced in footnote 4
above. The Report I recommendations DEQ followed and demand action on are
follows: 1) the installation of a second well (Company negotiations with DEQ result in
removal ofthis item but leads to other required repairs and improvements); 2) repair of
cold joint in reservoir tank; 3) installation of a standby generator; 4) electrical system
upgrades; 5) installation of exhaust fan and thermostat in the well-house possible
reconfiguration of chlorination equipment all to help prevent an existing corrosion
problem; 6) installation of an auto-dialer system; 7) the placement of operation and
maintenance manuals in the well-house; and, 8) repair of water meter on discharge of
well to track system production and consumption.
The Company was provided further engineering services by Welch Comer which
also related to matters contained within Report I and the improvement and repair of the
system. For example, Welch Comer s January 6, 2005 assessment ("Report II"
specifically refers the reader to review Report I for a detailed description ofthe water
system and to provide for the context of the repairs recommended by Report II which
include: 1) the installation of an autodialer; 2) the inclusion of a spare pump in the
Company s inventory; and 3) the installation of standby generation.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 11
Finally, in March of 2005 Welch Comer provided Spirit Lake with a document
entitled "Maintenance and Repairs Report, dated March 2005" ("Report III") which also
discusses proposed repairs which all originated from Report I including the repair of the
reservoir wall and roof and the installation of a vent in the well-house for chlorine off-
gases.
Based on this additional information and argument Spirit Lake is seeking
recovery of the $2 946.00 in engineering expenses which Staff initially recommended
disallowance of. As stated previously, in light of the additional information submitted to
Staff it has indicated to the Company that it is willing to agree to this number for this
item as long as this amount is amortized over a three (3) year period. The Company has
no objection to a three (3) year amortization period for this item.
Legal Expenses
In Adjustment B in Staffs Comments it recommended disallowance of $5,413.
in legal expenses the Company has sought recovery of in this rate case. The Company
asserts that $800.00 of the Staff recommended disallowance be included for recovery
based upon the fact that this amount of legal services recommended for disallowance
were actually related to establishing timelines with DEQ for repairs and improvements
and work related to the repairs and improvements themselves.6 Based on the Company
discussions with Staff in light of its Comments Staff has indicated a willingness to agree
that recovery of this $800.00 in legal expenses is reasonable. The Company also agrees
with Staffs three (3) year amortization ofthese expenses.
6 The Company under separate cover is submitting confidential information regarding these expenses.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 12
Water Testing Expenses
In Adjustment D in Staff s Comments it recommended the reduction of test year
operating expenses for water testing by $577.00. Staff made this recommendation based
on the fact that during 2005 until 2007 DEQ waived certain tests that Spirit Lake
included costs for in its Application.
Recently, the Company provided additional information to Staff in light of its
comments regarding its water testing expenses. As a result of the content of this
information Staff is willing to agree to a certain number for this item as discussed below.
The additional information submitted to Staff and now attached to these Reply
Comments demonstrates that the Company s DEQ waiver expires in 2007. See Exhibit
18. Spirit Lake believes these waivers will not be renewed due the numerous repairs and
improvements DEQ has required of the Company. This information also shows that the
Company had incurred costs for these same tests prior to waivers being granted by DEQ.
Id.
Based on the foregoing information and Staffs non-objection based on the same
the Company is requesting that $577.00 be included for recovery in its rate case for water
testing expenses.
New Connections
On June 7, 2004, the Commission issued Order No. 29513 in Case No. SPL-
04-, approving an increase in the Company s connection fees from $650.00 to
200., effective June 9, 2004. The Company initially requested an increase in the fee
to $2 500.00. The Company and the Staff ultimately agreed on the $1 200.00 fee based
upon Staff assisting the Company with finding a licensed, qualified contractor to perform
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INC.
the work. Shortly after the Order was issued, this contractor performed one connection at
the $1 200.00 rate and then withdrew from the agreement, leaving the Company back in
its pre-Order dilemma of finding a qualified contractor. The Company did locate a new
qualified contractor, which again charged $2 500.00 for performing each main tap and
service line to the property line. This cost is mainly due to the very large size of lots in
the subdivisions and the distances to bring service lines to the lots. This cost does not
include any administrative costs or direct labor by the Company. The Company is
therefore requesting that the new service connection fee be increased by an amount equal
to the actual cost paid to the outside contractor.
Staff in its comments recommended that the hook-up fee be set at $1 600.00. In
light of Staffs Comments the Company has provided to Staff and now attaches to these
Reply Comments invoices and bids which justify the Applicant's request to increase its
hook-up charge to $2 500.00. See Exhibit 19. The Company will recover only its direct
costs if the hook-up charge is raised to this level. Based on the submission ofthis
additional information Staffhas indicated to the Company that it is willing to agree that
Spirit Lake s hook-up fee for new connections should be set at $2 500.00.
10.Increased Cost for Power
The Company has submitted additional information to Staff in light of its
comments which has been attached to the Company s Reply Comments as Exhibit 20
which demonstrates that its costs for receiving service from Kootenai have increased by
16% due to a rate increase Kootenai imposed in September of 2006, subsequent to the
date this case was filed. Due to the submission of this additional information Staff has
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 14
indicated to the Company that it is willing to agree that the increased costs for power be
included for recovery in this case.
11.Staff Recommendations and Comments which the Company Objects to
a. Staff Adjustment "A" Power and Chemical Costs
The Company does not disagree with the Staffs position in general that a portion
of electric power costs be reduced due to leakage. However, the Company does not
believe that electric power cost should be reduced by $9 114.00.
Staffs applied its adjustment for this cost to the total power bills for the year.
The Company does not agree with this approach as it is generally accepted that volume of
water pumped is more a function of energy consumption (Kwh) than it is of power
demand (KW). Consistent with this the Company has recalculated Staffs adjustment to
apply the adjustment to energy charges only. In addition, with the addition of increased
power costs as discussed above in Section 10 would add back $1 095 to the electric
power costs proposed by Staff for recovery.
Rate Case Expenses
The Company submits that it should be allowed to amortize $22 279.56 in rate
case expenses over a three (3) year period. These expenses consist of $8 746.12 in legal
expenses incurred through January 31 2007 , an additional $5 325.00 in estimated legal
expenses (35.5 hours * attorney s rate of$150.00 an hour)7 ; $6 110.00 in consultant fees;
7 Counsel for the Company estimates these legal expenses as follows: 1) 9 hours for drafting status of
improvements letters sent to DEQ and the Staff, preparation for meeting with Staffto discuss the
Company s Application, attendance at meeting with Staff regarding the same, review of recent Commission
Orders in this case, review of consultants spreadsheets and draft memorandum on Company s position on
Staffs Comments 2) 15 hours for the preparation of Reply Comments; 3) 8 hours for preparation for public
hearing and workshop, travel to Spirit Lake and attendance and participation in public hearing and
workshop; 4) .5 hours for attendance at Commission Decision Meetings on rate application; and 5) 3 hours
for review of Commission Final Order on rate application and correspondence to Company containing
analysis of said Final Order.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 15
an additional $1 360.00 in estimated consultant fees related to the preparation of reply
comments (16 hours * consultant rate of$85.00 an hour); and $200.00 for attorney
travel expenses to Spirit Lake to allow Company s attorney s attendance at public hearing
and workshop on February 28, 2007 in Spirit Lake.
Based on the foregoing, the Company requests that it be allowed to amortize these
rate case expenses over a total of three (3) years consistent with Staff s recommendation.
12.Future Repairs and Improvements
Although not included in the Company s rate application Spirit Lake is providing
notice by these Reply Comments that it will seek further rate relief, the imposition of a
surcharge or other appropriate cost recovery mechanism in the future in order to recoup
the costs the Company will incur for the leak detection services, repair of system leaks
installation of a new standby generator and repair ofthe Company s reservoir roof.
CONCLUSION
Based on the foregoing, Spirit Lake respectfully requests that the Commission
find that the Applicant's existing rates are unjust , unreasonable and insufficient to
provide the Applicant with a fair rate of return, and that the revised rates and charges
proposed in Exhibits No.II of these Reply Comments are just and reasonable, and that
Applicant be permitted to charge said rates to its customers not later than April 15 , 2006.
The Company also respectfully requests that the Commission allow the Company
to recover its rate case expenses resulting from the preparation, filing and prosecution of
its Application through an amortization schedule over a 3 year period.
Finally, the Company respectfully requests that the Commission grant such
other and further relief as it may determine proper in the circumstances.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INC. - 16
DATED THIS 23Td day of February, 20'.
SPIRIT LAKE EAST WATER COMPANY
By:
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 17
CERTIFICATE OF SERVICE
I HEREBY CERTIFY That I have, this 23rd day of February, 2007, caused to
mailed a true and correct copy ofthe foregoing document to the following by U. S. Mail
Postage Prepaid thereon, in the following indicated manner:
Weldon B. Stutzman
Deputy Attorney General
Idaho Public Utilities Commission
472 West Washington Street
P. O. Box 83720
Boise, Idaho 83720-0074
u. S. Mail
~'
Hand Delivery
Facsimile
John . Hammond, Jr.At eys for Company
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INe. - 18
EXHIBITS 1-
The Company wishes to incorporate by reference into its Reply Comments Exhibits 1-
submitted with its rate application.
REPLY COMMENTS OF SPIRIT LAKE EAST WATER COMPANY, INC. - 19
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1 Rate Base
2 Return on Rate Base
3 Income Requirement
4 Income Realized (Proforma)
5 Income Deficiency
6 Gross-up
7 Revenue Deficiency
8 Revenue Realized
10 Gross Revenue Requirement
9 Increase Percentage Required
Spirit lake East Water Co,
Reply Comments
Calculation of Revenue Requirement
$187 056.
12%
$ 22,446,
436,
$ 22 010.
128.8417%
$ 28 358,
$ 52 789.48
$ 81 148.
53,72%
Exhibit No, 10
Reply Comments
Spirit lake East Water Co,
Reply Comments
Calculation of Rate Design
Per Staff Comments
Test Year
Revenue (fY
Current RatesAdjusted Percent
Per Staff of Total
Workpapers
1 Adjusted Test year Revenue at Current Rates from Minimum Charges
2 Adjusted Test Year Revenue at current rates from Excess Charges
3 Per Staff Worksheets re rate design
4 Check to Staff Comments Attachment "C" Pg 3
5 Error
$ 38 736,
$ 14 016,
$ 52 752,
$ 52 789.
0689% Not Significant
73%
27%
100%
Distribution of Rates At Staff Proposed Ratios
6 Revenue Requirement Per Ex No, 10
7 Staff Proposed Minimum Charge Ratio (fY 70,51 %
8 Staff Proposed Excess Commodity Charge Ratio (fY 29.49%
$ 81 148.
..--
217,70.51 %
$ 23 930,29.49%
Proof 148,100,00%
47,71%
70,73%
12,
17,
10 Percent Increase in Minimum Charge (line 7/line1-
11 Percent Increase in Excess Commodity Charge (line 8/line 2-
12 Current Minimum Charge
13 Current Excess Commodity Charge
14 Resulting Minimum Charge (line 12 *(Iine 10 +1))
15 Resulting Commodity Charge (line 13 *( line 11 +1))
Varify Proposed Rates
16 customer months billed (Line 1 / $12 per Mo,
17 Revenue (fY New Rate (line 14 *Iine 16)
228
$ 57 217,
18 Excess Commodity Billed (Line 2/,10)
19 Commodity Charges (fY New Rate (line 18 * line 15)
140 166.4
$ 23 930,
Exhnibit No, 11
Reply Comments
John R. Hammond J1'.c,maiJ: jrhCi'j,'battfishcr.com
February 8 , 2007
Stephanie T. Ebright
Deputy Attorney General
Department of Environmental Quality
1410 N. Hilton, 2nd Floor
Boise, Idaho 83706
Re:Spirit Lake East Water Company Water System
PWS# 12801
CONFIDENTIAL SETTLEMENT COMMUNICATION PURSUANT TO IRE 408
Dear Stephanie:
I am writing to provide you with further information regarding Spirit Lake East Water
Company, Inc.' s ("SPLE") efforts to address the issues which we discussed at our teleconference
and as contained in recent correspondence from the Department of Environmental Quality
DEQ") and the Idaho Public Utilities Commission ("IPUC"). Enclosed with this
correspondence are bids for various work proposed to be done on the system.
System Water Loss
Spirit Lake East Water Company ("SPLE") has obtained a bid from American Leak
Detection Services ("American ), which estimates the costs for initial leak detection service at
000.00 to $4 500.00 ("Phase 1,,1 This bid is for work employing specialized equipment to
attempt to detect leaks in the SPLE system. Please advise in writing whether DEQ officials
approve of the use of American under the terms of its bid for its Phase I service, and will support
SPLE's request to the IPUC to recover the costs once they are incurred through its rates.
EXHIBIT
I American has advised that this bid could increase significantly if the size of the system turns out to be larger than
represented, and upon snow levels in the area which could make access a problem,
February 23
, '
2007
Page - 2
If this service does not detect leaks or is unable to pinpoint them, then American could be
hired to provide additional services to detect leaks. This second service could involve potholing
down to the water system pipe to either install additional valves or to expose pipe at 20 to 22 foot
intervals in order to detect leaks ("Phase II"
).
American has estimated that excavation work for
potholing is about $130.00 an hour? In addition to the excavation cost, the expense for
American s services to detect any leaks using the potholes would be $1 500.00 a day. Until the
Phase I service is performed, it is difficult to determine what further work might be necessary or
to estimate the overall cost for such services.
Generator
SPLE has received a quote of$35 000.00 on a 250 kilowatt, John Deere diesel-powered
gen-set from Spokane Diesel. SPLE has also obtained a bid from RC Worst Company
perform the electrical work to install such a generator. The bid for this work is roughly
$57 000.00. My understanding is that this generator would replace the existing generator. Please
provide comment on this matter, as any comments will assist SPLE in reaching a final decision
on how to proceed on this item.
Roof
SPLE has obtained bids for repair work on the roof. The first was provided by an
individual who works in-house with Hanson Industries, Inc. This bid involves the building of a
self-supported, sloped cover over the reservoir. The other bids are from United Roofing of
Mead, Washington and Icon Roofing. I believe that DEQ officials have seen the first two bids
from United Roofing. I am still unclear whether DEQ disagrees with the manner of repair these
proposals present as I was not involved in certain discussions about the roof repair. Our recent
phone conversation seems to indicate that you disagreed with these proposals. If that is the case
please provide us with written confirmation of the same with a short explanation of why such
proposal is insufficient.
I am uncertain whether DEQ has seen the remaining bids that were received from United
Roofing, thus these are being forwarded to you for your review. Further, I have also enclosed a
bid from Icon Roofing for your review. Please provide comment on them and if any are not
acceptable to you, please provide us with written notice ofthe same.
I realize that in our recent teleconference with Mr. Davis and Mr. Gaffney that DEQ
wished to have SPLE first provide a design/plan for the roof repair from an engineer who is
licensed in the State ofIdaho. However, my recollection of the previous teleconference (with
IPUC and DEQ representatives) was that SPLE was to provide you with bids for this repair
which DEQ would comment on. My client recalls the same. Whatever was agreed upon, I still
believe that having DEQ provide feedback on these bids will assist SPLE in effecting a repair. In
addition, if you have any questions about these bids, please contact me and I will endeavor to
2 It is not clear from this bid whether the costs for filling in all potholes and repairing any road surfaces are included
in this bid,
February 23 , 2007
Page - 3
answer your questions, or refer you to an individual who can. DEQ's comments should narrow
the possible means of repair and thus enable an engineer to focus on selected bids. This will
reduce engineering costs that SPLE will incur. If you have an objection to this, please provide
your written objection to the same.
Conclusion
This correspondence should not be construed as an agreement on how the repairs will be
done, which, of course, is still subject to the parties executing a final, definitive document
incorporating the agreed upon repairs and the manner in which they will be done. Further, this
letter shall not be deemed or construed as creating any obligation or as the waiver of any right or
claim on the part of SPLE. If you have any questions, please contact me.
Sincerely,
BATT & FISHER, LLP
John R. Hammond Jr.
JRH
Enclosurescc: Robert Boyle
Gary Gaffuey
Anthony Davis
Steve Tanner
Harry Hall
Weldon Stutzman
Jeri Henry
.J~n 14 01 Ol:Ola ALD -SPOKANE 5095385002
p ;...
2 _u
'1' AMERICAN~~ LEAK
..
DETECTION
THE ORIGINAL LEAK SPECIALlSTS~
"'. '--
LEAK DETECTION SERVICES
Hanson Industries - Spirit Lake East
January 2007
REVISED 1/16/07
Spirit Lake East:
The pipe inventory is mostJy PVC. According to information supplied the estimated un~ ,
accounted for water exceeds 40%. The detection process on averag~ will take from 2 -
4 days including survey and follow up.
American leak Detection can provide Spirit Lake East leak detection services for 2 - 4
days of water mains. The cost for this service::
Daily Rate ~ $1 500 $3 000 -500
Correlation services and reporting
Travel Charge to Site: N/A as ALD is a local contractor
No sales taxes, as consultation services
If the Survey is conducted in good weather the Survey portioo of the process would not
excood 1.5 days. The detection portion will depend on 1he first results, but should not
exceed 2 additional days. Total range: 1.5 - 3.5 days
If the Survey is conducted during the present weather. the snow coverage will slow
down progress and the above quote could be doubled or tripled. This increase is due to
time consumed in attaining access for testing of the system test points. The less snow
, the better access.
Schedllling issues will be discussed as the services are rendered.
~~I
PO Box 155 ' Spokal'le Washington 9n10
800.928.5325. 509.536.5166 . Fax [phone]
Id.:Jho 208.765.8550 . Moses LClke 509.764.6640 . Tri Cities 509.585.7812
WenCl'tch~e 509.662.73~4 .. Yi1kima 509.972.2122
www.am...ric.:Jl\lC'akdetcc:tion.com
("n Olf,~~ is In~~p"ndcnlly Owned .nO Op~.Jtod
EXHIBIT
2 'd LSLS-22s-sas I.IOS\.H~H pl.IOWhe~e2E : La La S2 l.Ier
IIMERICAN
~~
LEAII
..
DETECTION
THE ORIGINAL LEAK SPECIALISTS-
., --. -, '
January 10, 2007
James Kruger
Hanson Industries, Inc.
15807 E Indiana Avenue
Spokane, WA 99216
Dear James
Thanks for your time during our meeting this morning and for your interest in our
company.
American Leak Detection...
is the local service company and has provided specialized leak detection
service to water districts in Eastern Washington since 1993, including a leak
at Hanson s facility in 2003-
assigns our Senior Field Engineer and company owner to your project. Joe
Godwin has over twenty years of trouble-shooting field experience. Note the
list of water systems he has personally handled.
works with the latest technology and best available equipment in the leak
detection industry.
provides cost effective and flexible scheduling at your convenience.
follows through with detailed and accurate reports-
Enclosed is a letter from Steve Irby with Spokane County District #3. We strive to have
this kind of relationship with all of our customers. We offer you the same.
Sincerely,
Senior Field Engineer
PO Box 155 . SpokanQ W;;3shington 99210
800.928.5325' 509.536.5166 . Fax [phone]
Idaho 208.765.8550 . Moses Lake 509.764.6640 . Tri Cities 509.585-7812
Wcn(ltchee 509,662.7324 . YlIkima 509.972.2122
WWW.a m eric~ n I e8 kdetecti on ,co rn
t:~ch Ott;c,. h IlIdep~nclcn!ly Owrll.d ~"d OperHed
E'd LSLS-228- 80S uosueH puow~e~eEE:LO LO S2 uer
LEAK DETECTION SERVICES
Hanson Industries - Spirit Lake East
January 2007
Spirit Lake East:
The pipe inventory is mostly PVC. According to information supplied the estimated un-
accounted for water exceeds 40%. The detection process on average will take from 2
4 days including survey and follow up.
American Leak Detection can provide Spirit Lake East leak detection services for 2 - 4
days of water mains. The cost for this service:
Daily Rate ~ $1,500 $3 000 - 4 500
Correlation services and reporting
Travel Charge to Site: N/A as ALD is a local contractor
No sales taxes, as consultation services
Scheduling:
Can schedule in January or February, weather permitting. All Leak Reports will be sent
with invoice for services rendered. Payments terms are net thirty (30) days.
Equipment:
Leak surveys are carried out by the use of a FCS S-30 Survey Tool, a highly sensitive
sonic meter for determining leak sound levels on hydrants, valves and curb stops, and
with attachments may be used as a ground microphone for confirmation of pinpointed
leaks.
Procedure for Leak Detection of PVC lines:
The most cost effective method is usually to survey all available meters or curb-stops on
mains being tested, as well as main valves, hydrants, etc. This is statistically where the
majority of leaks will occur and is faster and more cost effective, than ground mic-ing
the entire line. This is especially applicable when ambient noise is considered. Ground
mics will always be included, but used as necessary in combination with meters, etc.
We have developed a hybrid approach for detection on PVC systems. The best scheme
would combine a survey of available curbstops or meters and main valves which would
focus on the areas of highest frequency of leaks on PVC line. Where noise was
detected we would employ ground mic-ing, as appropriate. Based on the results of the
survey, customer will repair leaks detected and test for loss on system after repairs are
completed, American Leak Detection will continue process utilizing isolation valves to
narrow test areas.
Reports:
Records of all Set-ups, Measurements and Leak Locations are kept in a Correlation
Survey Log. Notes pertinent to each day s activities are kept in a Field Report. A
precise computerized diagram of each located leak is recorded on a Locate Detail
-V' d L9L9-226-S09 UOSU~H PUOWh~~~EE : LO LO 92 U~L
Sheet, including dimensions from known system points and geographic locations.
These forms, along with a Leak Summary itemizing all leaks located during the survey
will be provided to the municipality. The detailed Reports help to prioritize the repair
phase.
Company Profile and Personnel:
American Leak Detection; the largest full-service leak detection company in the world
was founded in 1973. We provide a well-developed network of over 290 locations in 37
states and 13 foreign countries , such as Canada, Saudi Arabia, Brazil and Australia.
The Spokane office provides leak detection services for municipal, commercial and
residential applications.
Joe Godwin brings his engineering background of twenty years, seventeen of which
. have been spent in the field. His credentials as a trainer, field experience in problem
solving and his Kpassion in the leak-hunt adventure" are evident. He has expertise
pinpointing water leaks utilizing high/low frequency mics and correlators in municipal
commercial and residential applications. As a certified infrared technician he adds
thermographic technology to the toolbox.
He is an active member of AWVlJA, Evergreen Rural Water Association , and Idaho Rural
Water Association, as well as other professional organizations. He has provided
instructional classes on leak detection and electronic line location throughout both
states for over ten years.
References:
Joe Godwin, Head Field Engineer has personally provided these services to all of the
municipalities listed below:
Airway Heights. City of - Airway Heights
Bridgeport, City of - Bridgeport, WA
Carnhope Irrigation Dist #7 - Spokane, WA
Chelan, City of - Chelan, WA
Cheney, City of - Cheney, WA
Chewelah. City of - Chewelah. WA
Clark Fork, City of - Clark Fork, 10
Colfax, City of - Colfax, WA
Connell, City of - Connell, WA
Consolidated Irrigation - Spokane, WA
Dayton, City of - Dayton, WA
East Hope, Town of - East Hope, ID
East Wenatchee, City of - East Wenatchee, WA
East Spokane Water Dist #1 - Spokane. WA
Ellensburg, City of - Ellensburg. WA
Ewan , Town of - St. John. WA
Fairchild Air Force Base - Spokane. WA
S'd LSLS-226-60S uosueH pUOWhe~eEE : LO LO S2 uec
ftL D -$POICAHE
,..,
Jan 15 Cl OG: 03p 5095310:5002
J' ..I2 'd
LEAK DETECTION SERVICES
Hanson Industries - Spirit Lake East
January 2007
REVISED 1/18/07
Sp;rit l..akr:: E1I3t:
Tne pipe inventory is mostly PVC. According to information supplied lhe estimated un.
accounted for water e)(oeeds 40%. The detectioJ"l process en avera9f! wilt talee from 2 4 days including $unrey and follow up.
American Leak Detection can provide Spirit L;:JI(& East leak detection 5ervices fer 2 - 4days of water m3ins. The cost for this service:
Daily Rate ~ $1 500 $3 000 -4 500
Correlation services and reporting
. Traver Charge to Site: N/A as ALD is 3 local contractor~o $alcs taxes. as oonsuJtation services
If the Survey i5 conducted in good wea~her the Survey portion of the process would not
exceed 1 5 days. The detection portion will depend on the fi~t results, but should not
exceed 2 additional days. Total range: 1.5 - 3.5 days
If the Survey js conducted during the present weather, the snow coverage will mowdown progress and the above quote could be doubled or tripled. ThIS Increase I!; due totime consumed in attaining access fOr testjng of the system rest points. The less snow
the better access.
Scheduling issues will be discussed a$ the ::;ervices are rendered.
If after completion of the detection portion that will narrow the leak or leaks to a certain
length of pipe, worst case would demand/require pot holing to either in::)tall additionalvalves or exp~e each joint at 22-foot in1arvaIs. American Leak Dctectioo does not
provide this service-, however over the years we have worked with many excavators.including: Ken Betts Exc;Jvating 298 659-1046O. Box 682
Hayden Lake, ID 83635
His charges are rather typical Ofs,aOlhrfor backhoe and service trude with a 2-member
craw, portal to portal. Under this werst-case scenario excavation for pot-holing wouldbe every 20-22 fect, taking approximately hatf-hour per pot-hole. How many hundred-
(oat ateas needing this process will depend on the leak detection results.
J~/c-~~r::-r::nl::;LSLS-22s-sas UO:iOU~H J;1UCWhe~uosueH pUOWhe~
aSS:60 LO 61 UlO!'t
eLS : 11 La 92 ueL
GEN-SET
,,00 200
..
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COMPANY:
COVER LEITER
FAX [phone]
ATIN: R~.
DATE
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Transmission consists of pages. induding this cover
letter, If you do not receive aU pages please contact us immediately.
EXHIBIT
9 'd
WW\N.gen-setco,com
S. 4308 Darcy Drive. Spokane. WAr USA 99206
Phone: [phone] . FAX: [phone]
Joe Blaylock. Owner/Sales Eng.LSLS-226-60S uosueH pUOWhe~eEE : LO LO S2 ueI:'
F. GRIGGS' & ASSOCIATES , INC.
15301 N.E. 90th Street
Redmond, W A 98052
AMP
104
150
200
230
260
400
600
800
1000
1200
1600
2000
2600
3000
Phone; [phone]Fax: (425) 869~9797
Mail: .sales~sfgriggs.com
2004 ASCO Series 300 Automatic Transfer Switch
'"
. T~t Price Schedule
A.:JOO WITfi,(iRouP I
2 POLE ) POl,E091 "'-.$2.4IJ../2, 153 2.4682~6 2,5075D 2 730853 3.363327 3.5943.492 3.966242 4 710006 8.343127 8.687200 12 650935 15.630
18,952
527
30,076
32,960
5/1/04
ENCLOSURE OPTIONSType 3R Type 12 Type 4
4 POLE
$3.376
440
535
807
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872
942
503
11.070
11,833
532
6\3
22.763
162
38.213
42..230
:$288
288
546
3:505
505
845
$577
618
011
NJA US~ IQOU iUI\I' NrA "~I; 1600 amp
461
ASCO Control Features
Acc. No.
Timers
9N9B
9C/9D
IIC
t4AJI4B
31F/M
,,-.....
IIBG
J 4AAIl4BA
44A
44G
62W.
72A
72E
NOTE:
OptIons for SerIes 300 Switches
DescriPtion
Engine start (1-3 seconds), transfer to Emc:rgcncy (0.5 minutes).Rcttansfer 10 Normal (0.30 minutes). engine cooldown (5 minutes)
Test switch
Manua( bypass of transfer to Nonna' TD
A TS switch position indicating lights
Normal and emergency sOurce available tights
7-Day Engine c1I;erciser with load/no loud switch
A TS position indicating contacts, (I) for Nom\i11 and (1) for EmergencyProvision$ for remote tTi:lnsfer contact (peak. shave/test),
with automatic: bypass if emergency fails.
Solid neutral block.
Inphasc monitQr for mOtor load transfer (customer to activate)
Load discoI1l1ect cohtU;ts, with TD which operate before/
~ftcr transfer (cusromerto activate)
Programmable I:ngine c:xerciscr with nann'll & eITlI:rgency contacts (18B/G)A TS position indicating contact:;. (2) for Normal and (2) for Emergency
Strip heater "II thermoslJU. e'Cternal l20 volt power SOurce rnquired
Strip h~(er wI thermostat. wired to load tenninats: 208 - 600 volts
Trnn5ter to ~mergency alarm ho", &; silence switch
Jl1terfacc (:ard for serial com.munic.atioDS (see POW~rQUI:st options)
(nterfacc card for coMectiviry
An ProdQ~ts are Listed and Labeled P~r UL 1008.
SERVING THE 'POWER (",F.N~RATlnN ThIT"'\'T~"'DVL~L~-226-60~ uosueH puowhe~
481
N/A
Use 3R
Lisl Price
STD
STD
STD
STD
STD
STD
STD
STD
STD
STD
STD
5265
$1l3
$397
S49J
S603
$399
S922
378
'N/A
Use 3R
eEE : LO LO ~2 ueL
-, F"'M;~nWonl Ta: JiM K"'IIo, Sjoltlt Lok.. EattWaler 113Ct21X11 03:22:4OPM pogo 1 01 3
RC. Worst & Company Inc
625 Be$t Avenue
Coeur d'Alenp.., ID 83814-3740
The Pump and Pumping Specialists
Since 1953
888.800.6778 Toll Free
208.664-2133 Phone
208,667-8775 Fax
www, pumping. com
SCOPE OF we RK
DATE:January 3D, 2007
TO:Jim Kruger
Spirit Lake East Water
PO Box 7310
Spokane, WA 99207
[phone] Phone
[phone] FAX
SUBJECT:Spirit lake East Water - Electrical System Upgrades
ADDENDUM N/A
C. Worst & CO.. Inc. is pleased to offer this Scope of Work,
Service and Load Center
Removal and Disposal of existing seNice equipment
Installation of New400AMP Breaker Main
Installation of New 4OOAMP Load Center with Breakers for each feeder.
Installation of Feeder Gutter.
Transfer Switch and Generator Connection
Installation of Owner SupplJed Automatic transfor switch
Installation of Conduit and Wire from ATS to Owner Supplied Gonorator
Installation of Conduit and Wre from AT$ to Service Main
Installation of Owner Supplied Generl'ltor
This does not include supplying or instal/arion of tiny fuel system components, fuel
exhaust system components, in$ulation, venting, and batteries. We aro looking for a
drop in pl8ce generation package from the owner,
Pump Starter Upgrade to Soft Starts
Installation of Allen-Bradley SMC-Flcx Solid State Controller for each pump.
Page 1 of:3 RECE\VED
jAN 3 , 2007
61\11 & f\SHER. LLP'hone'. "Phon!! II
"x#~OD
Fax II
t . d LSLS-228- 80S uosueH puOWhe~e80 :80 LO tE uer
.,
From;~e~Wora!io: Jim KNger Spirilla.. E~1 W~I9.1/;JfJRDO7 D3:22:4OPM poga 2 01:1
The Pump and Pumping Specialists
Since 1953
RC. Worst & Company Inc
625 Best Avenue
Coeur d'AI~n~, 1083814.3740
888.809.6778 Toll Free
208,664-2133 Phone
208.667.8775 Fax
www, pumping com
Electrical Controls Upgrade PLC Based
Installation of a PlC Based Control System for both Reservoir ~nd Pressure
System Control.
LUMP SUM BID $56 969.
PROJECT NOTES:
Gen&rlltor Transfer Switch By Owner
Lighting Heating wirhin, is Jimited to reconnect ion only, existing equipm~nt will be
reused.
Excludes any KEC fees related to the service upgrade.
Bonding not included in this quote. If you need R.C. WolZt Co., Inc. to provide
bonding, please call and we will give you an additional cast for bonding.
Startup and Warranty - R C. Worst & Company Inc. will provide startup selVices and
a one warranty against defects in material or workmanship within one year from the
date of beneficial u:-.agc by the owner. R , Worst & Co., Inc. ~hall at no charge
repair or replace any materials if a defect may arise.
Terms
0% down and progressive monthly payments based upon work completed or materials
and equipment stored but not in$tal~d. All progressive and final billing will be due upon
completion. 1-1/2% interest per month will be charged on any unpaid balance over billing
date.
Acceptance of Proposal
The above prices, specifications and conditions are satisfactory and are hereby
accepted. You are authorized to do the work as specified. Payment will be made as
outlined above.
C. Worst & Compan Inc.
~C
~ --
By: Kenneth C. Worst
Acceptance signature
By: Spirit Lake East Water
Date:January 30.2007
Date:
Page: 2 ofJ
2 'd LSLS-22S-S0S uosueH puowhe~eso :SO LO IE ueL
FrDm;~.n\llorsl Ta:JimIC~8rSpiril~EatIW8ler 1f3O12(Xf1 D3:22:4OPM page 3 of a
R C Worst & Company Inc
625 Best Allenue
Coeur d'Alene. ID 83814-3740
The Pump and Pumping Specialist~
Since 1953
888.809.6776 Toll Free
20B.664-2133 Phone
208.667 -8775 Fax
www. pumping, com
This proposal may be withdrawn by us after 60 days if not accepted
Idaho Public Works License #
Idaho Electrical contractor Ucense #
Wa$hington Contractors Licensc #:
Washington Electrical Ucense #:
5167.AAA-
O1951
RCWOR*"346PP
RCV\IORC1257LF
All material is guaranteed to be as spociflod. All work to be completed in a workmanlike
manner according to standard practices. Any alteration or dGviation from specificationsinvolving extra cost will be executed only upon written order.
P9gt:;$ 01
E'd LSLS-226-60S uosueH puowhe~eo t : 60 LO t E uet
/I . ~
~an 12 07 01: 36p
SI 'd
(208) 76S-51G3
;It:
Nor~hw~s~ Sweepin~
DON'S CUSTOM WOODWORKING
Don Kem
3419 Angie Circle
Coeur d'Alene. Idaho 83814
Phone or Fax #[phone]
F""
AUentlor):
Cafe:
Frcm:
Numberotp:lg~:
Addlt1aMt commonts:
LSLS-226-60S
. \
~O'j- 7~~- SJ5P
~PA /fJ 1* fA) J.I;; J2J.
: /- //-
DONS CUSTOM WOODW9JOONG
~.
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~.
rn. J.iid 7J~
EXHIBIT
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;"':~'. ,
PROPOSAL
DATE: 7-20..06
TO: Ja1Dcs Kruger
paONE: 868-5929
WE HEREBY sunMtT SPECTFJCA TraNS AA'"D ESTIMA l'ES FOR ROOF AT:
Spirit Lake Water Tank
Usin:;:. APP modified Torch-Down Mombrnne to match thc r;::rlstil1g roofing jnst:lll a piece slightly
sm~ller tb3D tbe low spot of the .oof deck, apply ~ddirioll31 bycr-s to build up the surface until we
are satisfied tbat it will no longer pond water, to m.3ke jt 11;$1, if Dot even s1igbtty rais.ed. Once we
;are satisfied with the ..csu\ts~ ;apply aluminum coating to tht: cxi3ting roof surface.
For tbo price of 52,987.
WT.. PROPOSE: HEREBY TO FUR~ISH MATERIAL Al'ID LABOR-COMPLETE D:
ACCORDANCE WITH ABOVE SPECrFICA
lIONS. FOR T StJM OF: AS STATED ABOVE
PA YME1'IT TO BE MADE AS FOLLOWS: DUE UPON CO~1PT..F..T10N
ALL MA TER1A.LS ARE GU;.RAJ-.:TEED TO BE AS SPECIFIED. ALL WORK TO BE COMPLETED IN A
WORKMAN LIKE MA.~"ER ACCORDING TO ST
A1'.'DA.RD PRACT1CES. ANY AL TERA T(O~S OR '
DEVIATION FRO:V1 ABOVE SPECIFJCA TIONS INVOLVING EXTRA COSTS WILL. BE EXECUTED
ONI. Y UPON ""roTTEN ORDERS. AND WILL BECOMJ~ AN EXTRA
CHARGE OVER AND ABOVE THF..
ESTD-lA 1"E. ALL AGREEMENTS CONTINGENT UPON STRIKE,s, ACCIDE'TS, WEATHER OR
DELA VS BEYOND OUR CONTROL. OWNER TO CARRY FIRE, TORNADO
A~""D OTHER NECESSARY
INSURANCE- OUR WORKERS ARE FULLY COVERED BY WORJGI..1A"N'S COivII'ENSA TION
INSURJ\.l~CE.
AU'l"1IORlZED SlGr-iATURE:
ACCEPTANCE OF PROPOSAL~ THE ABOVE PRJCE. SPECIFICATIONS AND Cmm1TIONS
ARE SATISFACTORY AJ'\,'T) ARE HEREBY ACCEPTED. YOU AR~ AUTHORlZ.ED TO DO Tl-IF.
~K AS SPE iFIED. PA Y1v~'T WILL BE MADE AS OUTL1NF.D ABOVE.
NQ:IE: TE-llS PROrOSAf .1\fA Y BE WITHDRA \\'1'1 BY US IF NOT ACCF..PTFD \\IT)-ITN :;0
1'.\ 1'5-
DATE OF ACCEPTA1'1iCE:SlGNATURE~
s 'd LSLS-22S-S0S uosueH pUOWhe~evE: LO LO S2 ueL
~ - !
~~1 za os 02: ~2p
. ,. ,- ', . ,
U 'united RoofiriiJ
' .. ,....,,., ,,-.-, --. .-, .. ._~ -'-"-'. - . . ~;- '
;Js=.O!J~'=;::;::'~~~~! '' 1S~~~-!!!!!::
!~~~.~~~,:"-:=;::,,:::.'!~~.;;-...:-_
PROPD~~ T
TO: Jhn Krug~:-
'1 '11 ;'0."
~.~.j/
t;-.
. -, ,
r"'
-? '-
t.
?f Cf
.... J DATE: 1/27/06
PRO'N""E: 8&3 5929
WEBEREBY StmMIT SPECMCATIONS AND FSTIMATES'FOR ROOF AT:
S~hit J ,~ F~"v.:'
~~~!!;"
T8::1!t
Apply an additional )aYet of smootil surf~ce ton-:11 down membrane at tb~ area I)f pondmg
. Then :Apply iluminnm coat the: existing rocLp- '
F!!r .,rs.to...~'f.OO
Over t~e existiog N)of"1oC apply an additio-oallayer ofmio,en1 sllrfa~ tol"~b down mcmbnn4:..
For the pri~ ofSS485,
O..,.~r th~ e~~ ~-o.Q!i~~ :a.~pj1 a f!.ti.'y )\dh!!:~J no m~~r~n~ iil!)'~n ~ -n~ ffioi!t::.: .-3rif. ~g-G
and sea) to th~ ..eo1 merobran-e.
For the price of~993.
;;;,'E PROPOSE: J:I2'~Y TO FTE.N1SH ~fA TERl AL A.Nn I.ABOR-COt.-fi-'I.-BTE TI'~
ACCORDANCE WITH ABOVE SPE9J,ElCATIONS. FOR THE SUM OF: AS STATJ;.D ABOvE.
~A YMENT'IO BE MADE AS FOLLOWS: DUE UPON COMPLEIJON
Au.. MATERIALS &~ GU.t~~~TEEO TO BE A;S SPEClflE)). AU. WORK TO BE COr.tP'.LETED IN A
WORKMAN LIKE MANNER. ACCORDINOTO STANDARD PRACTICES. ANY ALTERATIONS OR
PEV1A TION FROM ABOVE SPECfFICA TIONS JNVOL VJNG EXTRA cosrs Wll.L BE F.XECUTED
ONLY,uPON W.RITI'EN ORl)-o::Rs. M3) wE!.. BECOM:E d-oN E.."~o\ C""rLA ~GS QV-,cit AL'i'D N5.0VE In"E
ESTIMATE, ALL AGREEMENTS CONI1N~ UPON S'I'RIKES , ACCIDENTS. WEA 'JHER 0 R
DEIA YS :BEYOND OUR CONIROL OWNER. TO CARRY TORNADO AND O'IHER NECESSARY
INSURA..-"':CE. OUR wo~~~p~
)'...?~
fUr-I. Y COVERED BY WOR,.1Q-A...Jo.N's COMPEN'SA l1ON
INSURANCE.
~n flOID:7,R!'".5IGNATIJP..E~
ACCEM'ANCE OF PROPOSAL: THE ABOVE PRJCE.. S'PECmCATTONS AND CONDmONS
'"iC-;:: SA TISFACTGRY A?-"D A'R~ HE..~7JY ACCP.?'IEP, YQII ARE AUTHOR.,,~p TO DO T'HE
WORT( AJ5 SPECu: J-bI.J. pAYMENT WILL BE MADE AS OlJ11.,INED ABOVE.
~ aTE: THIS PROPOSAL MAY BE WTI1IDRA. WN BY US IT- NOT ACCEP1F.D WITHTN 30
DAYS.
DATE OJ!" ACCEPTANCE:SIGNATURE:
: '
0 I - d LSLS-226-60S UO5U~H PUOWh~~~vE :LO LO S2 u~r
...
It'd
161107 (;"", Indiana i\yonUD. 5po1ulne. WA 9921&
(5091 n2.~52' 1"'" 1509) 022-5757
e.m.,il: admin~~~n'Qnind.com
September 8, 2006
Anthony Davis
Departmental of Environmental Quality
2110 Ironwood Parkway
Coeurd' Alene, 1D 83814
RE: Spirit Lake East Water Company
Dear Mr. Davis:
I reviewed your April 25th letter to Bob Boyle and take this opportunity to dear
up any miscommunication since I attended both meetings with DEQ.
. In the first meeting, we discussed DEQ's desire to have the Company install a
new metal reservoir. We explained the large expense to the ratepayers whieh we did Dot
want to do. As an alternative, we submitt~d three alternative roof repairs to eliminate the
ponding. I thought we all agreed t113t DEQ would accept a repair that would guarantee the
elimination ofthe roof ponding and so we left. to research that solution.
In the !;econd meeting, we discussed a quote from a licensed Tooting contractor
and how to complete the repairs. This led to a firm quote from the licensed contractor to
n:pair the ponding with a guarantee. This quare was delivered to Mr. Tanner by Jim
Kruger and was followed up with Bob Boyle s August 28th letter.
ponding is detLned as "the excessive accumulation of water at low-lying areas on
a roof that ren1.ains after the 48 hours after thc end Tainfall under conditions conducive to
drying" as per the National Roofing Contractors Association, NRCA Roofmg &
Water:proofing Manual, Fifth Edition (copy enclosed) Our condition is not pending but
we will nonetheless conduct the repair.
We are prepared to Tcpalr the roof as per the quote with the August 281h letter. I
am in Alaska the \vcek of September 11 th. I will contact you upon my Teturn.
Thank you.
crf
Raymond A. Hanson
LSLS-226-60S uosueH pUOWhe~epE : La La S2 ue~
-----------
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---. -.. ,,
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U YJ!!t~,!;tl~ 9.g.n 9
. ~~ Jjil,...~ :'cr;'~s; P,D. Eo'C21S' ""za~ \II" 9'ln2 t "p~C:I'~; ISD9) "56.aOCI F~~; ISC9? 1156.3lJ39 . F;.!.I.::.. lTOC!misJlIi'i:1rijQSC:;rr:sr.O::r:1
PROPOSAL
DATE: 10/06/06
TO: James Kru~er
PHONE: [phone]
WE HEREBY SUBI\f1T SPECIFICATIONS AND ESTIMATES FOR ROOF AT:Spint Lake Water Tank
Usjo~ APP Modified Torch-Down Membrane to match the e~h1:ing roofing instaJl n piece sUgbtly smaJIcr-tban the low spot of
the roof deck, apply ~dditionallayers to build up the surface until we arc satisfied that the: 5pOt will DO longer Jmnd water.
Over the existing roofIng install ,O45mill TPO membrane adbercd ("oorm:; system. Install metal drip edge and 5e;t,1 to the
roofiDg. This work carnC!J ;i. tCD year warT:lJJty.
For the price of S13,945.00 plus t:u:
WE PROPOSJj:: HEREBY TO FURNISH MATERIAL AND LABOR-COMPLETE IN ACCORDANCE WITH ABOVE
SPECIFICATIONS. FOR THE SUM... OF' AS ST~1J;;p ABOyE
PAYMENT TO BE MADE AS FOLLOWS: PUE UPON COMPI .ETION
ALL MATERIALS ARE OUARAN1EED TO);lE AS SPECIFIED. ALL WORK TO BE COMPLETED IN A WORKMAN LIKE MANNER
ACCORDING TO STANDARD PRACTICES. ANY ALTERATIONS OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING
EXTRA COSTS W1LL DE EXECU1ED ONt. Y UPON WRIITEN ORDERS, AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE
TIlE ESTIMATE. ALL AOREEMGNTS CON11NGENTUPON STRIKES. ACCIDENTS, WEATHER OR DELAYS BEYOND OUR
CONTROL. OWNER TO CARRY FIRE, 1'ORNADOANDOTHERNECESSARYINSURANCE. OUR WORKERS ARE FUlLY COVERED
BY WORKMAN'S COMPENSATION INSURANCE.
AUTHORIZED SIGNA1'URE:
ACCEPTANCE OF PROPOSAL: THF. ABOVE PRICE. SPECIFICATIONS AND CONDmONS ARE SATISFACfORY AND
ARE HEREBY ACCEPTRD. YOU ARE AUllI.Q.1~gEP TO DO THE WORK AS SPEqFIED. PAYMRNT WU.L BE E A$.
OUTLINED ABOVE.
NOTE: THIS ~J3.QPOSAL MAYBE wm-tDRAWN J?"y US JFNOT ACCEP1ED W'lJ:Ij;rN 30 DAYS.
pATE OF ACCEPTANCE:SIGNAnm.E:
21 "d L9L9-22B-BO9 uosueH puowhe~ev~ :LO LO 92 uer
J.!In 25 07 04: 55!",p. 1
, ,- .--,-,- ,--', --,.. ,_.- "',
'0.
..-~.,---" ..' ,.,.,,-------_._' --
n' ..
":;::: ,
:f'.D.Uttt27B""K8d.WAB9all' ..ISD!lI"III5-IICOI' ;,;\scm'lI!l~'I1~"~mat:'~I~\I.III'6~:;tm:a.~gll1
' ,
,n,
United Roaftn
' ",.,',':'
" 9
PROPOSAL
DATE: 1/23/07
TO: Jim Kruger-
PHONE: ug 59;29
w~~ HEREBY SUBMITSPECwrCA110NS AND ESTIMATES FOR ROOF A'1':
Spirit Lake Wafer Tank
lostaU tapcnd inSllJation over tbe cxhtiag !'OOtiDg to provide 'h" slope. lP:'It211 It covcr board and rc-roof using .045Jr1i11
memb1OlDc ad.hcred roofing 5yttem. Insta1J a meW drip edge and to roofi~g. Thh work climes a ten year wa'tT:mty-
fot'tlIe price of S36 G95.
WE PROPOS~: HEREBY TO RJRNlSH MA TERrAL AN? L/l.RQR-COMPLETE IN ACCORDANCE
W11)-I AJ:!..QVE
SPECIF(CATlONS FOR TI;i.E SUM OF: AS STATED ABO~
PA YMI::NT TO BE MADE AS FOllOWS: DUE UPON COMPLETION
AlL MAiERJALS ARE GUARANTEED TO BE N3 SPECtFIED. ALL WORK 'J'O BE COMPLI:ITED IN A WORKMAN LIXE MANNFR
ACCORDIJiIG TO STANDARD PRACTICES, ANY ALTIilU't.TION::i OR DEVTATIOX FROM ABOV12 SPECIFICATIONS INVOL,VlNG
EXTAA COS1'S WILL IJE ~CUTED ONt Y UPON WRITTEN ORDERS. AND WILL BECOME A.."l EXTRA CHARGE OVER A. 'ID i\BOVE
THE ES 11MA TE. ALL AGREEMENTS CONTINGENT UPON S'rIUKES, ACCIDENTS. WEA illER OR 'DELAYS BEYO~1) OUR
CO~-rROL. OWNER TO CARRY FIRE, TORNADO AND OTHER NECESSARY' INS~CE. ouR WOR-I(ERS ARE FUtT.. v COVElli!)
BY WORKMAN'S COMPeNSATION INSURANCE.
AUTHORIZED SIGNATURE:
t\CCEPTANCF. OF ~ROPQSAL: THE ABOVE PRICE. SPF.CTFICAll0NS A'I'ID CONQ1110N.S, ARE SA,.ISFACTORY AND
bRE HEREBY ACCEPTED, YOU ARE NJll!Q
.....
R1ZE'P TO DO THE WORK AS SPECIF D. PAYMENT W1l.L 'BE MtJlE AS
1"D1.lliED ABOvE.
1::!o-re: THIS !?ROPOSM. M.A. Y BE W1THPRA wN BY US IF NOT ACCEPTED wm-30 DA V.s.
DATE OF ACCEP1'ANCE:SIGN,I\.TURE:
vl'd LSLS-226-60S uosueH puowhe~eSE : LO LO S2 uer
r:ROr1 : I ClJ'I
E1 'd
PHONE NJ. : 5351682 J dO. 22 213137 es; 28PI'1 Pi
1'0 Bn~ 130103
spOr(an~. W 1\ Y();21.3
Ph\)I1\:: 50')-532.176 I
Fax: 509-:;35-!tiI!'1
nID PROPOSAL
TO:
FROM:
PROJECT:
DATE:
J.\1T1CS t\.rtl11~I , Hanson IlIuu:itrir;s. Inc.
Jack Johnson, Icon Corpor:nion
Spirit Lake Ea...' Wntertnnk.
January 22. 2007
Proposal l.ocll1llc:s:
fully adhcr~ 45 mil TPO singkply membrane eMling, over
Tapered insulat/(II) (to slope ro~)r :;yst~m)f ov~r
Existing b~lill-up rtH)f s)'$ICI1:
10 Yeilr mat~ri~l w.\rranly, 2 year contractor s worb11.Mship W3.rrMty
ExcludC$;
Tear-oil or existing roof
PRIce: leon Corpon:nion !ihalJ provide aU supel'li~iol" materials, labor, ::;uppHe:- and
cqllipm~111 fur lh~ prkc of $24,500.00. Price inclllde~ Id~l:o use !;.cx .mu is good for 30
days.
Add: $4 500.00 ifrernoval of ex is ling rl.~('\flIlg is r~q\lil t:d oy LIlt:' city building depart:ncnt.
Thank you for (he opportunity to bid this pro.j~ct.
.lack .Johnson. IcI)!) Corpor"tion
LSLS-22S-S0S uosueH puowF;e~evE: LD LD S2 uer
New Page 0 Page 1 of2
60 kw Detroit 4-71 (Diesel)
REBUILT
.oilfield generator... tough as nails! Engine and generator rebuilt less than 500 hours ago,
Rated at 1200 rpm - 45kw 120/24Ov 1 phase, 80kw 208/480v 3 phase, circuit breaker
hydraulic governor +/- 1 % droop, gauges and safety shut downs
Detroit parts and service worldwide!
Load Banked for 4 hours........,.....................................,............n........... $8,500.
EXHIBIT
http://www.gensets.com/60 Detroit.htm7' d LgLS-22S-S0S
1131/2007
uosueH puow~e~ese :SO La Ie uer
iesel
SERUICE ~ SUPPLY tMC
755 North 9th Avenue BriQhlOl'l.. ColoraClO 80E03sal~mandsupply.com
WtNW.die5e1servICl5ll1tlsJpply.com
800-853-2073 3O306S902073
Fax [phone]
Manufacturer: KatOI'.gtIt
Model: 60 Wif - D6DfGH4
KW:60
HolII'$: aos
Power: Diesel
Serial... AN315S752
Unit#: 49039
Dmcription: Kaldight GO kW Standby Diesel Generata', KatoUght
Gener... Model I: DEiOFGH4, Generatcr Sellal #: 90533-21).34227,
WhIte Enginll Madel 1:: D33'JOT, EngiOe SerIal': AN34S5752, 808.
Hours, 60 kW. fj() Wa. 1800 Rpm, 60 Hl, SIngle Phise, 250 Amps €!I
2410 Volts, Current voltage 120J;l"lO. 12 Lead Remnnectable, AutJ:I
Start! SttJp, SoIfety ShutdC7M1, 12 Volt Albernator, engine Mount Air
Cleaner. Roaf Mold Muffler, Block Heater, SIx:! Generalrlr8. Engine
Panel, engine Mount Battery Charger, Engine Mount RadiatDr, 5 Gallon
Day Tanlc. Skid MounIBd, EncIof1ed. Clmen$ions: go-l x 42" W x ff H
Weight: 6000 Ibs
Price: $10,500,
:'- .:'/ . -" -
.")0",,,. .... c.:"III
III" i!'t4
~q,. ::~
Diesel Service and Supply thor....hly tests and guarantees .... of aar products! The priCing displayed en ourwebslte Is
SUDject to cha\'lge based on de-instaUatiOn costs, installation requirements, rigginofdisposal. and any ather situatiOnal variables, but wedo try tD keep it as up to date as possible.
Copyright ~ Diesel Service And SuPP!v, Inc. 1999-2005. All Rights Reserved. CatmJ)illar, DetrOIt. CUmmins, Perkins, SDMO, and all
other brand names are b'ademarks of their individual prospective companies.
J:!ost-ir Fax Note
. ;1'0
l'han8 It
Fa)l1I
f -d Ls.LS-226-60S
7671
HlxfF
UQ5.eH. pu.QwJ;e~.eS-E :60 LO. t E uer
ieselSfRUICE & SUPPL~ IRe
755 North 9th Avenue BrighlDn, CDloradO 80603
saleSOdieseiservi~ndSIJpplv .com
wvvw.dieseJserviwndsuppty .cem
8OIHIS3-2073 ~9-2073
Fax [phone]
Manufacturer: Genwac
Madel: 60 1M'
KW:60
HaUl'$: 178.
Power: Die5el
SMa!#: A2.wxi
Unit#: 49639
De&criptiGn: Genel'illl: 60 kW Standby Oiesel Generator, General:
Gen~ I!nd Medel #: 89AC335Q-S, GeneMol' End Serial ,.:
A889555, HinD Engine Model #: WQ40. engine Serial #: A2'666,
178.6 Hours, 75 Wa, 60 Hz, J Phase, 208 AmpS C 120/208 Volts,
Current Voltage 120/208, 12 Lead Reconnedable, 1800 Rpm, Auto
Start/Stop, Safety Shut Dawn, 12 Volt AIten'Iator, Air CleOlnef, 2SO
Amp Crcuit Breaker, Block Heatet, Std Generator and Engine Panel,BiI~ Qlarger, Engine Mount Radiator, Skid Mounted, Dimensions
94'\ x 37'W x 48"H
Price: $12,500.
. .' '
1.
". '~~~. .. ..
~i'.
. "~:~' ~. =--:-~-- ":~
........,OW
Dieset Serva and Supply thoroughly b=sts and guaranlJeU aU of our prQdacbl! 'T11e pricing displayed on OW' websII:e
subject to diange based on de-Installatlon c:csts, installation requ!rements, rigging/d"ISpOSaI, and any situatiOnal variables, but we
do by to Iceep it as up to C2ate as possible.
COpyright (!) DIesel Service And Supply, Ioe. 1999-2005. All Rights RcsI:rJed. Caterpilar, Detroit, Cummins, Perldns, SOMO, ancI all
other bIw1d names are trademarkS of thelt Individual pmspedive companies.
2'd loSloS-22S-S0S uosueH puow~et:l ese : SO loO 1 e uer
il!!iE!1
SERUtCf & SUPPlY !HC
755 North 9th Avenue Brighten, COIcraao 60603
saIes(ij)d iese! serv i ceandsuppIy . aim
WWNoIfe;elserviteandsupply.com
aaaoSS3-2073 3O~59-2D73
Fax [phone]
Manufactul\19': Detroit
Model: 60 kW
IC.W: 60
flgurs;
Power. Diesel
~:
4A163396
Unit#: 49523
DeSt;riptiDn: Cettoit 6D kIN Standby Dieset Generator, CClco
Generator End Madel f: E6O64 Generator End Serial #: 31A71,
DetrOit Engioe II'IodeI ,: RC404SE, Engine serial #: 4Al63396, Year
1970, 1325 Hours, 75 kV4I, 60 Hz, 3 Phase, 104 Amps fi!l416 Volts,
Cu~t Vdtage 416/480, 10 Lead Reconnectable, 1800 Rpm, AulD
5t:art/Sl:ep, smtey Shut Oonw. AIr Cleaner, Bier;!( Heater, StcI.
Generator &. Engine Panel, RadiatOr, Skid Mounbed, Load Bank
Tested, DimenSions: 94"L x 34'W x 66"H
Priw: $7,500.00 r .
~~ - -'" . -.., ...,., =
1"'1 ~. .
.... ,..., ,.-...
Diesel Service..11d Supplr thOl'QlIghly tIC!IStS and 911iU'an~ all of aut prochIcts! 1he pricing di5p&ayed on our1oWbsite Issubject ID change bIISecI on de-installation costs,lnstallation requirements, rigging/disposal. iII)d any ather5it1Jiltional varial:lles, but we
do try to keep It as up ID date as pa;slble.
(Qpyrlght (g Diesel Service And Supply, Inc. 1999-2005. All Rights Reservea. Caterpillar, Detroit. CUmnins, Perkins, SDMO, and all
other bl'and naroes are trademarts of their individual prospective companies.
e 'el LSLS-226-60S uosueH puowr;:;e~ese ; SO La 1 e ue('
, -.,.,.
FEB~O1-0T
- ./
1$:50 FROIoH:ulWQln~ NalthwlCt .m-Z35-8Z0Z T-4ZI P. 002lDDT F-SIG
Northwest
CUmmins NorIhwVd. Inc:::. (800) 274..Q336 - Toll Free
811 W Grady Way [phone] - LOCctRentor\. WA 98055 [phone] - Fox
QUOTE NO. 020107 HAN
CUMMINS POWER RENT QUOTE
Thursdov. FebtUON 01. 2r1J7 .
10 : Jim ICtug9r
Hanson Industries
1 SB7 ECST Indiana
Spokooe Valley. WA 99216
PHONE: [phone]
FROM: Donna fUller
Rental Coordinctet
425-235-3400 x3112
FAX: [phone] EMAJL:
Thank you for your Inlelost in CUmmins NorthWOst Powor Rent. WUh regard to your recent rsntol
jpquity.1 om pleased fo quoIG you on the foIowf81g:
6OkWGENSET PHASE: Three-Phase VOLTAGE: m/480Vat AMPS:90
fteqUQncy: 60 Hz Troller: Ym
.. None Type W Power Coble (4/fJ) Mole Power Cabla .P'lgfaib" (Jft): Non9
Auto Stott: YES Btoclc Heater. YES Bottety O\orger: YES pgrollel options: NO
. Aux. FuQJ Tonks (Dual WoU): NonQ AU)(. Fuet Tonks will be delivered: Empty
;=; Db1rlbuIign Pcnel(S): None
I I Transfer Swilt;h: Nooe
. Roles:~StcmcIDy $inglo Shift -Double ShIft COnIkIUOUS ShUt Charges-lIfal8l8-aJI so~0'&___.t:2'11-.----~
..,
200 HRif/MO N'"
-::;-
'lID MISIWIt UDoIIIISIWI(a,.- 0 allKlMD 8JoIIII$IMO
800.Per Month 6OkW Senset StarV:Jbn~ote Rental 800.
75.Per Month 200 amc ATS 76.
75,Per Month - Annual Maintel'lQl'\Ce Aoreement 75.
l.cno Term Rental. 0rI0 Veot M~lmom. BiRed Per CcIIendor Month.G~ gre FOB looa1Ion & 3I)biA6t to ovoilClbllitv
FUEL Per Mon1h Sub-TotcI 950.
unit fuel level is noted or lime of runfgl. if Soles To)(if QlXllcable""'" is w\1h leSS J:uGl. It ~ Do LICdtv c:erIIIIcate not provided (low. Fee)87.t)JIIecJ G S4.liDIpn glu5 ~bIOo O'IC 1ItnG onIVdrcp I\:e:r First Month Total: Fbet level at lime of dell\lAN:
Pr9~0t0d by: Donno Fuller Jor'1uaty 31. ZJQ7
CM AvtfJortzed s;gna1tJts
PLEASE CAU ro CONFJSf FAX RECEIPT AND COORDINA1E RENTAl SSNERATOR SET DElMRY.
CUmmu. NorthWO5l.InC. Pgge 1 of 1 CUIY1fT1irIs P(j""et RMr
: ~.
l:IImI1'II'nmmihwest. C(Im
e'd l.Sl.S-22S-S0S uosueH puowF;e~d20 :21 LO LO qa3
Z/OI/ZDUJ 03:4) ~..
".....,.. _.
..r' -....w.....
~;~'rN
w.",. StatII ~At ~ny
4&2S East r~t Avenue
Spakane, WA 99212 509-
S35- t1441o11b1509-53J.
91211fi1x)
FAX
to: Jim
CompanyIDsparttnent:
fix NIIIItr. 922.5757
Ntmba- 01 Plgl!S lint~ding cover!:
Re:generator
Dale:
ffDm: RICK ARMSl'RONG
Ibt PbaDI: (5091533.91 &1
DilCtk [phone]
Jim,
The montNy standby rate for a 66 kw generator set is $1600.00. Trailer mounted with
fuel tank.
Does not include installation. lilies, pemit. transfer switch Dr fueL
We could also do a Cat tinll1ciallease on another unit for 60 months. This would be a
new unit and transfer :switch in$talled.
Thank you
Rick Armstrong
1M ...--,1InI",iIIeoIIIIiltllll:W II ill nwr)8 Clnl*lioIlllliI
~.,...
1IItr.IniIiIomI.tIIIIIr at_- iI~
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81 ... dnIIin . ~II pnIIiIIR. ",,""II&IMd!h."'" ill emir. plug
.........,..Iir._SIIID JMftIIt~..I"Ioboing....1IIIIINIr. 1-1111B-72I1
a-'cI LSLS-ZZS-BOS uo5ueH puowr;;;e~dZO: Z t LO LO qa~
02/01/2007 1HU 10: 13 FAX If(jUU.l.d/U.I.
United.Rentals
.r.oc.U'ZOH .2BO
:ZOf t:Qrrr1l TUc:mm 520MNJl 'II.ALr.sr~ JG ,,:ZJ.z~OIJ-5J:I..::Z~5
Page:
RESERVATION
=--;:.......-,,-=-=.---
Cu~to~.... lao5~t5J58
~en~~&C~ ." ~~S3.~27
Coat.~c~ dt. 2101/07
Date ou~.... al01/07
Dat8 Due In. 2/02/07
,,0l:Io Loc..... BROil'
:loti 1Ia... .. .
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9:07 AM
':07 AM
.,.'i
CI:I
..,
O\SH CUSToMER
WILL CAli'.,
SPOKANE, WA 99212
C#:509-532-1235 J#;509-532-1235
,..
III
CASH CC'STOMER
WILL CALL
SPOKANE, WA 99212
~280=
Da. upo~ aaeo1pt
l'r.D-cm .DU.' J'A'!JIIPIT '101
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1'0 aolC tS1'"DALLM, "53':;.1"8
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gay
:.110.
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625,
4. Week AI!Iowt
:Uo.
1'.C1IJ;!.p.enr. II
GEIIER.A'l'OR 70.04 KVA
2'103;186IftHS :It:elll numtler!NY
SN'orXJ\ONI'II!:tV'rAL CHlUtGECH: lEA) SAC'tI
PAYMEN:t IlI!OTOU!5ATOYU---
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lit ~QlNOWUII8- aecullT 01'
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1M 80011' WOAIIIIIC OIIII6N _.I3I...w". ""WIIIl\llnt IT/: ,,_riCIN I&L
NAME PRlNTtD tlEUVEN:Q 8Y DATI:
CY$TOIloll!iA SlCNATUAE DAft
If. .LARGF:R FONT CO,," 01' '(tIE TVlMS AND CONDITIONS Is. A"AI~ADU! '-"ON REQUesT.
t . ct LSLS-226-60S I.lOSUBH p.UO_W~e~2D.:2t La LO.
q~-
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.. -...
INVOICE
Consolidated Supply Co.
r- P,O. Box 5788
Portland , OR 97228
-:::""-
QUESTXONS ON THIS ~NVOIC~
20a-762-2~Ga
CONSOLILJATED SUPPLY
PO BOX ~"Ha
PORTLANLJ OR 977.7.H-!.)"
f..~~
1451 1 MI:! 0.326 EO207 10552 D24350301 P1330S2 0002:0002
11,1..1.111 111111.1111111 111..1..11.11111111111 1...11. It IIc~SON INDUSTkIES
ISBO7 g INDTANA AVE
SPOKANE Vl\T.l,F'.Y WA 99216-1864
SHIP TO:
HANSON INDUSTRIES
~~eO7 E INDIANA AVEsroKAN~ WZ\ 9nHi
- .
X36"Gl\J.,STEEL NIPPLE 8007 125 14 .
4644 B FIP'f x Mf,TER SWIVEL NU'? 69905 50.50.ANGLE MET~"BALL VALVE AY MCDONALD
02-4HB-S4 MT~ SWIVEL NUT 1'.111133 27., . (;4SUPPORT X nPT SINGT.F". CHECK ANGLE
VALVE AY MCDONALD
BADGEH M70 ~NVIRO-BRASg,B467~1O 175.773SP-DM70F.NVIRO,
Thl~!Special order :i. t...rn
,,-p..y
18-G4 MET~~ WASHER 160042 294
~nD-S'rJ\TES 13"XZ4 "Xl?"POLY!::METER ?10106 l:'-iJ 46.838
UOx BODY M3ilCF13 ",4 -12xL
MID-STATES 13"X?,Q"X18"J:'OLYE ME~F.R 204864 ~!L 496BOX sODI'MSBCF1324-18XL
t'!ID-S-rl\'!'F.S 13"X24"METER BOx -?'1 0112 !i3. 591
COVBR W!DI REl\DER LID
MSCBC-1324.,R
QATF:Y 31233 32 oz GRE:l\T WHl:TE PIPE
/l~
2313;:"74 eil 10.173
DOPE W/TEFLON
xl00'IPS 200 PSI POL 100 O. :;26
1.7~. 77
46.
118.
53. :;9
'if
- 113.
52.
PRO"l\l
:'(". . , ,
"". \'" I"'""....moo.SUBTOTAL
FREIGHT
SALES TAX
777 !)8
Invoice is due by 10/31/06.
'--(0:Jc... -('~:tJY"""'-38.
..~,
AMOUNT
DUe 816.
0002:0002 PaGe 2 of 2
E; 'd LSLS-226-S0S uosueH puowhe~dB! :vO LO 22 qa~
,-~
' -:.... -
INVOICE
Consolidated Supply Co.
,..... P.O, Box 5788
Portland, OR 97228
:;;;;---;;;;;:;;;;;
QOES~%O~S ON THIS INVOICE
208-762-2569
CONSOLIDhTED SUPPLY
PO OOX 5788
PORTI.AND OR 97228-5788
E:~~
14511 MB O,3~1j EO2B 1X 10551 D24350300 1'1330520001 :0002
II.I..!" II I~ 111111.1111111111..1..) 1111 1,,111, 1.1",11"1
HANSON INDUS'RiES
1~801 E INDIhN~ AVE
SPOKANE VhLLEY WA 99216-1064
SHIP TO:
HANSON INDUSTRr~S
15B07 ~ INDIANA AV~
SBOKANZ WA 99216
IPS 1-1/2u IPS HOT TAl'1!i9'r/3 Po.l 86,625 86.
SAODLF.
Thi",it;spccia 1 Ql:"d,..c i tern '
1/2"X1"S40 P,VC SPGX~'BUSHING 2!i5 eO!0 . 73(;
X3"Gl\L STEEL NI ?f'LE 1 ()JJ SO "'-.:1 247 1.25
6101 FIP fIP RAJ~CURU vi\LVJ:,160058 62.1Cn 62,
McOONAr.
lOO 47:,3-3Q 11:'8 COMP.~IE'T )\JJ/\P.'l'F',R 236000 Ci'O 19. 33R 19.
CE'LGS AY MCOONl\T,
IP.S 6136 STIFFEN~R /\Y MCOQNALD 160917 022
(SAME 6133'1'1-1/1"CTS)
47!j4-IPS COMP FIP'hDlI.PTF.R 236033 ei'O J.6. (,'17 1 (;,
CPLG AY MCOONlI.LD
IPS 6136 STIFFENER A'f MCDONALD 16091-e.:l
?',
022
(SAMj,; AS 6133'1'1-1/4"C".TSJ
l "X24 n GAL STE:EJJ NIPPLE 2241 Poi!9. 97~19.
GAT.CAP 2nl1 IHl 236 2. :!1
DOMF.3TIC
1 n GAL ~)O 11495 671 .J. 34
OOMESTJC
"",c,~.."..""
.""...
SUBTOTAL
FREIGHT
SALES TAXInvoice is due by 10/31106,
. -f."':'~-f:;t)V\"I.M...
~r_
0001:0002 Page 1 of 2
'Ir . d LSLS-22B-BOS uo~ueH puoWhe~dB I : 'lr0 LO 22 qa~
:- .--,~,..-..-":-"" "_""'_"'-'~~-'~''_.~-_._-'-_.:"'' ,,".,~"'. -. - -. -. ..---
PURCHASE AND SALE AGREEMENT
THIS PURCHASE AND SALE AGREEMENT is made and entered into this day
of , 2003 by and between KAISER ALUMINUM & CHEMICAL
CORPORATION, a Delaware corporation ("Seller ), and HANSON INDUSTRIES, INc. a
Washington corporation ("Purchaser
RECITALS
WHEREAS, Seller ~s the owner of approximately 157.23 acres ofreal estate located in
Mead, Washington, commonly known as Parcel 2 and legally described on the attached Exhibit
A (the "Real Property," which together with appurtenances and improvements thereto is
collectively referred to and more specifically described below as the "Property
WHEREAS, Purchaser wishes to purchase from Seller and Seller wishes to sell to
Purchaser the Property upon the terms and conditions set forth herein.
AGREEMENT
NOW THEREFORE, inconsideration of the terms and provisions of and the mutual
promises and covenants set forth in this Agreement, the parties hereto hereby agree as follows:
Property
1.1 Included Property
Seller shall sell and convey to Purchaser and Purchaser shall purchase and acquire from
Seller the Real Property together with aU buildings and improvements thereon and all rights
titles and interests of Seller in and to easements , appurtenances, rights, privileges, belonging or
appurtenant thereto; all trees, shrubbery, and plants now in or thereon; all rights, titles, and
interests of Seller in and to all alleys, strips, or gores of land, if any, lying adjacent thereto; all
rights, titles, and interests of Seller in and to all leases, rights-of-way, rights of ingress or egress
or other interests in, on, or to, any land, highway, street, road, or avenue, open or proposed, in
, across, in front of, abutting, or adjoining thereto; all rights, titles, and interests of Seller in
and to all buildings, fixtures, equipment and other improvements located thereon as of the
Effective Date, except for the Excluded Property (defined below); rights, title and interests in all
permits, certificates, approvals, and licenses (to the extent freely assignable) with respect thereto
including, but not limited to, certificates of occupancy and conditional use and other permits; and
all rights , titles, and interests of Seller to water rights appurtenant thereto (collectively together
with the Land, the "Property ); subject, however, to the provisions of Sections 1.2 and 1.3.
1.2 Excluded Property; Access
Notwithstanding the foregoing, the fixtures, equipment and personal property described
on the attached Exhibit B (the "Excluded Property ) shall not be sold to Purchaser and shall
remain the property of Seller; provided that if Seller fails to remove the Excluded Property on or
before twelve (12) months after the Closing Date (defined below) the Excluded Property shall, as
a matter of convenience to the parties and at no additional consideration, become the property of
---, ..
~W~J~' Jlnl~jllmIJI~ ~1!1;~"f
%441
AFTER RECORDING MAIL TO:
Spokane County Title Company
1010 N. Normandie - Suite #201
Spokane, WA 99201
Escrow No.: 00019513
s- \ C:O'M..o Statutory Warranty Deed
\'"
THE GRANTOR Kaiser Aluminum & Chemical Corporation, a Delaware
corporation, for and in consideration of Ten Dollars and other valuable consideration in hand paid
conveys and warrants to Hanson Industries, Inc., a Washington Corporation the
following described real estate, situated in the County of SPOKANE, State of Washington:
(LEGAL DESCRIPTION IS ATIACHED AS EXHIBIT "A" HERETO)
N('\~Yh a\'?Co'
SUBJECT TO the matters set forth on Exhibit "B" attached hereto.
SUBJECT TO covenants, conditions, restrictions, reservations, easements and agreements of record, ifany.
Assessor's Property Tax Parcel Account Nwnber(s): 36215.9010; 36211.9009
y of December, 2003.
1'1)
(')
!II
11')
)ss.
STATE OF TEXAS
County O
I certify that 1 know or have satisfactory evidence that Joseph A. FIscher, is the person who appeared
before me, and said person aclrnowledged that he signed this instrument, and on oath stated that he was
authorized to execute the instrument and aclrnowledged it as the Assistant General Counsel and Authorized
Representative of Kaiser Aluminum and Chemical Corporation, a Delaware corporation, to be the free
and voluntary act of such party for the uses and purposes mentioned in this instnunent.
11\
III
.. MY~=:~PIRES
~iJ Aug"'28,2005N . p.! pu in and for the S~te of Texas
Resld1l1g a ;J ~J\..I"V?~
My appointment expires: 20~
1'1)
.......
ooJ Vi~oo Form SODOIWA Rev. 10129/96 LPB-
-.,---
I~I~IJ 111~mll"
5018669Pag~' 2 of 4
12131/2003 09'44f
Spokan~ Co, NA
EXHIBIT A" - LEGAL DESCRIPTION:
The North half of Section 21, Township 26 North, Range 43, East of the Willamette Meridian;
EXCEPT that portion described as follows;
BEGINNING at the East quarter corner of Section 21
Thence North 88053'40" West a distanceof2 685.65 feet to a 1.25" iron pin which is the accepted center quarter
corner;
Thence North 88056'09" West, along the South line of the Northwest quarter of said Section, a distance of
594.60 feet;
Thence North 00031 '00" East a distance of 688.30 feet;
Thence South 89031 '00" East a distance of386.05 feet;
Thence South 01025'00" West a distance of 83.30 feet;
Thence South 89031 '00" East a distance of 140.00 feet;
Thence South 0 1 025'00" West a distance of 42.00 feet;
Thence South 89031 '00" East a distance of 541.12 feet;
Thence North 71047'20" East a distance of391.03 feet;
Thence North 89038'36" East a distance of 1 834.24 feet to the East line of said Section;
Thence South 00017'10" East, along the East line of said Section, a distance of7S0.50 feet ro the East quarter
corner and the Point of Beginning;
AND EXCEPT those portions conveyed to Spokane County for Magnesium Road right of way by Deed
recorded November 2 1955, under Auditors File No. 351482B;
AND ALSO EXCEPT that portion of the North half of said Section 21 lying West of the following described
line;
BEGINNING at the Southwest corner of said Northwest quarter of Section 21;
Thence North 00011'24" West, along the West line of said Northwest quarter, 70.00 feet to a point on the North
line of Magnesium Road;
Thence along said North line the following two courses:
I) South 89045'10" East 1.03 feet;
2) South 88056'00" East 719.73 feet to the True Point of Beginning of said line;
Thence Northerly to a point on the North line of said Section 21 which lies 742.96 feet Easterly of the
Northwest corner of said Section 21, and the terminus of said line;
AND ALSO EXCEPT that portion of the Northwest quarter of Section 21 , Township 26 North, Range 43, East
of the Willamette Meridian, described as follows;
BEGINNING at the Southwest corner of said Northwest quarter of Section 21;
Thence North 00011'24" West, along the West line of said Northwest quarter, 70.00 feet to a point on the North
line of Magnesium Road;
Thence along said North line the following two courses;
1) South 89045'10" East 1.03 feet;
2) South 88056'00" East 719.73 feet;
Thence North 00018'26" East 1910.42 feet to the True Point of Beg inning;
Thence continuing North 00018'26" East 660.01 feet to a point on the North line of said Section 21 which lies
742.96 feet Easterly of the Northwest corner of said Section 21;
Thence South 89027'00" East 1908.31 feet to the Northeast corner of said Northwest quarter of Section 21;
Thence South 43041'57" West 904.64 feet;
Thence North 89027'00" West 1286.83 feet to the True Point of Beginning;
AND ALSO EXCEPT that portion of the North half of Section 21, Township 26 North, Range 43, East of the
Willamette Meridian, described as follows;
BEGINNING at the Southwest comer of said North half of Section 21;
Thence North 00011'24" West, along the West line of said Northwest quarter, 70.00 feer to a poim on the North
line of Magnesium Road;
Thence along said North line the following two courses;
V1~on FoomSDDOIWA Roy. 10129/96 LPB-
~I~I\~~ 11~1~ ~\IU
IIQ~1 ;~i~:;r~:4"
I) South 89045'10" East 1.03 feet;
2) South 88056'00" East 719.73 feet;
Thence North 00018'26" East 2570.43 feet to a point on the North line of said Section 21 which lies 742.96 feet
. Easterly ofthe Northwest corner of said Section 21;
Thence South 89027'00" East 1908.31 feet to the Northeast corner of the Northwest quarter of Section 21 and
the True Point of Begiruring:
Thence South 88053'30" East, along the North line of the Northeast quarter of said Section 21, a distance of
2676.60 feet to the Northeast comer of said Northeast quarter;
Thence South 00016'35" East, along the East line of said Northeast quarter, 660.19 feet;
Thence North 88053'30" West 2689.34 feet;
Thence North 89027'00" West 615.46 feet;
Thence North 43041 '57" East 904.64 feet to the True Point of Beginning;
Situate in the County of Spokane, State of Washington.
V1,(onFonnSDCO1WA Rev. 10129/96 LPB-
II~ll~ ~ l~ ~~I OOWII~~ ~IIEXHIBIT uBI! - PERMITTED EXCEPTIONS
5018669
PilfJe' 4 of 4
12/31/2003 OH4f
Spokane Co. WA
1. Liens for taxes not yet due and payable and for any general or special assessments
not yet delinquent.
2. Leases, pennits, contracts and other agreements assigned to or assumed by
grantee, if any.3. Those exceptions (both general and special) set forth in the title insurance policy
insured in favor of grantee by Commonwealth Land Title Insurance Company pursuant to Title
Order No: 115863, including mineral exceptions, reservations and conveyances of record, if
any, and rights and easements in favor of mineral estates, in any.4. Subject to the provisions of the Purchase and Sale Agreement dated
November 11 2003 between grantor and grantee, as amended, all existing or future local, state
and federal laws, ordinances and governmental regulations relating to environmental protection
or substances, materials and wastes that are defined as a toxic or hazardous substance, material
pollutant or contaminant, or the effect of any violation of these laws, ordinances or governmental
regulations.
AT!- 2o96673v21
------
Inventory #:
Item Name:
Model #:
Serial #:
Manufacturer:
Location:
Condition:PO#:
Source:
Received By:
Date Received:
'----"
Description:
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STATE OF IDAHO
DEPARTMENT OF
ENVIRONMENTAL QUALITY
------
2110 Ironwood Parkway. Coeur d'Alene, Idaho 83814-2648. [phone] Dirk Kempthorne, Governor
Toni Hardesty, Director
December 28 2005
Robert J. Boyle, Vice President
Hanson Industries Inc
15807 E Indiana
Spokane, WA 99216
RE: Spirit Lake East Water Company Plan of Correction Review
Dear Mr. Boyle:
Thank you for your letter of December 21 , 2005 in response to our survey report of
November 5 , 2005. It is our assumption that this letter was intended to serve as the
. required Plan of Correction for the survey deficiencies. We will respond in the order of
our survey letter.
Administration
The operator did not possess a "Distribution 1" certification from the Idaho
Bureau of Occupational Licenses.
The operator, Mr. Jim Kreuger, is required to have a certification for "Distribution 1" This
is different than "Treatment 1"gnd why we specifically mentioned "Distribution 1" in our
November 5th, 2005 letter.
A Total Coliform Monitoring Plan was not on file with DEO.
A Total Coliform Monitoring Plan is simply a map or document that lists where the
monthly water samples will be taken on an annual basis. There should be a minimum of
6 different sites located at different points throughout the distribution system that are
sampled sequentially.
Well
A smooth nosed sample tap is required on the discharge to the well. The existing
sample tap was a plastic tube clamped to a galvanized pipe.
EXHIBIT
Spirit lake East Water Company Plan of Correction Review
December 28,2005
Page 2
A smooth nosed sample tap is required on the discharge of the well and at any point
within the pump house where water samples are to be taken. A Teflon tube is not
adequate.
The well could not be pumped to waste prior to the first service connection.
We reexamined the pictures taken during the survey and could not identify a "pump to
waste." This is a pipe that is capable of handling the entire discharge of the well located
at some point prior to the entry to the distribution system. We identified a couple of
points in the pump house that could be easily adapted to allow the well to pump to
waste but there is a difference between have the potential to pump to waste and the
actual ability to accomplish the activity on demand. You still need to construct the pump
to waste valving and piping.
There is no well log on file with DEQ.
We received and filed the well log that you sent. This item is satisfied.
The vent screen on the well was connected with duct tape. It must be
permanently clamped with a steel clamp.
The steel clamp on the vent screen will meet our requirements.
The flow meter should be read on at least a weekly basis.
Reading the flow meter with the chlorine tank refill will be considered adequate at this
time.
Reservoir
The repairs to the cold joint on the side of the reservoir appeared to extend more
than half of the way through the concrete. The impacts of removing this amount
of concrete on the strength of the reservoir side walls are unknown. An
evaluation performed by a professional engineer must be prepared that will
certify that the tank will not fail.
We accept the certification of the reservoir wall strength by Mr. Wambeke P.
The reservoir cannot be isolated from the water system without depressurization
of the distribution system. It appears that the piping that would allow the reservoir
to be bypassed has been removed.
You may have misunderstood the requirement that the water system must have the
ability to isolate the reservoir from the water system without depressurizing the
Spirit Lake East Water Company Plan of Correction Review
December 28, 2005
Page 3
distribution system. You must be able to isolate the reservoir for maintenance and
repairs while at the same time pressurizing the distribution system with the well pump.
It appears that the valving and piping to do this was in place at some point in the past
but it was removed. This capability must be restored.
The leaks in the reservoir wall had not been completely repaired at the time of
inspection.
Please arrange for a joint inspection of the reservoir wall leak repair. The reservoir.
must be completely full at the time of inspection.
There did not appear to be a sill at the reservoir discharge to prevent sediments
from flowing into the booster station. Prior surveys have identified a problem with
pumping sand from the well.
This survey deficiency has not been adequately addressed.
The two overflows from the reservoir were not 24 mesh screens or a weighted
flapper valve with expanded metal screens. The overflow was only protected by a
screen with %-inch openings. This could allow insects and small rodents to
access the reservoir.
This deficiency appears to have been satisfied.
The overflows were not 12 to 24 inches above the ground surface.
This deficiency appears to have been satisfied.
The overflows do not discharge onto a splash plate.
This deficiency does not appear to have been satisfied. A Plan of Correction requires a
specific date for repair to occur.
The reservoir did not appear to have a drain.
We did not notice a drain for the reservoir at the time of inspection. It would have been
very evident. You may wish to add a valve after the larger booster pump in the vault
with a constructed discharge to the surface to meet this requirement. The pump could
then be used to drain the reservoir. This deficiency does not appear to have been
satisfied at this time.
Water was impounded on the roof of the reservoir. A registered professional
engineer must certify that the current roof is not leaking.
Spirit Lake East Water Company Plan of Correction Review
December 28, 2005
Page 4
We did not find that your engineer, Mr. Wambeke, had certified that the roof was not
leaking. This deficiency does not appear to have been satisfied at this time.
10.The reservoir needs cleaning.
The inspection on November 5th revealed deposits of sediment on the floor of the
reservoir. Historic survey reports and notes in DEQ files indicate that the well produces
sand and sediments. Sediment deposits in reservoirs are unsanitary in that they provide
harborage for bacteria arid shelter from chlorination for these bacteria. This deficiency
does not appear to have been satisfied at this time.
Pump House
Three of the bladder tanks appeared to be waterlogged and in need
replacement.
If you feel that 17 bladder tanks will serve 250 or more residences please have your
engineer certify this design modification. Maintenance of the bladder tanks is a routine
item and, unless otherwise specified , you must maintain the physical facilities. This
deficiency does not appear to have been satisfied at this time.
The well house needs cleaning and organization. All fuels. paints and solvents
must be removed from the pump house.
This deficiency appears to have been remedied.
All threaded taps in the pump house must have backflow prevention devices.
This deficiency appears to have been remedied.
An electrical fan for fresh air ventilation must be installed in the pump house.
This deficiency appears to have been remedied.
Routine maintenance schedules should be established for servicing the pumps.
This deficiency appears to have been remedied.
Disinfection
The tap used to fill the hypochlorite tank was not protected by a backflow
prevention device.
This deficiency appears to have been remedied.
Spirit Lake East Water Company Plan of Correction Review
December 28 2005
Page 5
Rubber gloves and eye protection should be provided to the operator for use
during the hypochlorite tank filling.
This deficiency appears to have been remedied.
The chlorine test kit used by the water system was inadequate for measuring
chlorine in the drinking water. It was designed to be used in swimming pool
applications.
The chorine test kit that we observed was only adequate for measuring chlorine levels
in swimming pools. We will check the primary kit when the reservoir is inspected.
A smooth nosed monitoring tap is required after chlorine injection.
A smooth nosed monitoring tap is required before and after disinfection. We did not
notice a monitoring tap after the chlorine injection point on the discharge of the well.
This deficiency does not appear to have been satisfied at this time.
Free chlorine residuals should be measure daily.
Idaho s Rules for Public Drinking Water Systems require that free chlorine residuals be
measured and recorded daily. The residual must also be recorded on the form that is
submitted to the lab with the monthly Coliform test. This is necessary to insure that the
chlorination equipment is working properly. This monitoring could be done at the tap of
one of the residents of the water system. This deficiency does not appear to have been
satisfied at this time.
Distribution System
A cross connection control program must be implemented.
The water system was found to be deficient in the requirement for a cross connection
control program in the survey of the year 2000 and the item was not remedied. It was
again found to be deficient in the survey of 2005. A buyer has not been identified , nor a
time frame for change of ownership defined. This deficiency does not appear to have
been satisfied at this time.
The valves in the distribution system should be exercised at least two times per
year.
There appeared to be a misunderstanding about this item. The valves that should be
exercised are the ones located in the street that can be used to isolate different
segments of the distribution mains for maintenance and repair activity. This does not
include the valve for the individual service connections.
' .
Spirit Lake East Water Company Plan of Correction Review
December 28 , 2005
Page 6
A leak detection program must be implemented. The flow meter should be read
frequently and compared to the meter readings to determine if water loss is less
than 15%.
Water loss in the distribution system must be less than 15%. A comparison of the
master meter and the collective usage at the individual home owners' meters is one way
of determining loss. If the water loss is less than 15% this deficiency has been satisfied.
The response did not indicate what the percentage of water loss was.
The water mains should be flushed annually.
The water system should not be shut down to be flushed. Water velocities of 2.5 feet
per second in water mains are recommended to re-suspend sediments and discharge
them to the surface. This is done using flushing hydrants. This deficiency does not
appear to have been satisfied at this time.
The dead end water mains must be flushed two times per year.
This deficiency appears to have been remedied.
We hope that this response has been useful in clearing up confusion in the preparation
of the Plan 'of Correction. Would you please modify your responses to attain compliance
with Idaho rules for Public Drinking Water Systems? We will grant an extension for you
to prepare an adequate plan of correction until January 15 , 2006.
If you have any questions, please contact me at DEQ. We are located at 2110
Ironwood Parkway; phone , [phone].
Sincerely,
:ZZ---
Anthony P. Davis
Analyst
Steve Tanner Gary Gaffney, DEQ/CDA
Idaho Public Utilities Commission. John Hammond
ID1~,80176 SPIRIT LAKE EAST WATER COMPANY
Schedules with Monitoring Periods that End During the Period of 1/1/2007 to 12/31/2007,
Jurisdiction - Source Type Population Activity Date
COEUR D ALENE REGIONAL
OFFICE
Total Coliform Sample Schedule
Ground Water Community Public 655 1/8/1988
Sample Group -
3100 Total Coliform
: Schedule Begin Date Seasonal Period Sample Requirements
12/1/2000 1/1 to 12/31 per MN
Lead and Copper Sample Schedules
IAnalyte Group Name I Lead and Copper IMon Prd Begin 11/1/2005 IDue Before ~2/31/2007
Systems on YR (once per year) or 3Y (once per three year) frequency for lead and copper must sample from locations in the distribution
system between the months of June through September only.
- ,
Sample SeasonalRequirement Period
PBCU Analyte
Name
State
Year
Last
Taken
Number
Taken
Schedule
Satisfied
Still Due
This Year
------ ---------------------- --------
COPPER
LEAD
10 per
10 per
Grouped Chemical Analyte Sample Schedules
FACILITY EOO05365 TYPE WL WELL 1 SAMPLE PT EP1 TYPE EP
GROUP MON PRD SAMPLE DUE SCHEDULE Still Due
NAME BEGIN RQMT BEFORE SATISFIED This Period
VOCS 1/1/2002 per 12/31/2007
NITRATE 1/1/2007 per YR 12/31/2007
ARSENIC (1005)1/1/2005 per 12/31/2007 YES
Disinfection By-Products Rule Sample Schedules
TYPE DS DISTRIBUTION SYSTEM
! -
MONPRD
- '
cBEGIN - j.J 'c,
- -""'- --.----.
- DUE l 'SCHEDULE Still Due
~I::FqRE"! - SA.!I~fIE:P j -This Period:
Systems on YR (once per year) or 3Y (once per three year) frequency for disinfection by products must sample during period of warmest
water temperature (July or August) at the point of longest retention time,TTHM AND HAA5 1/1/2005 per 3Y 12/31/2007 NO
- -
EXHIBIT
\'0..-1ll--
Printed On 1/29/2007 ~ GEC 2003 Report M-Page 165 of 232
SOUND ANALYTICAL SERVICES, INC.
4813 Pacific Highway East. Tacoma, Washington 98424 . [phone]
INVOICE ": 656230
Hanson Industries ~ In c..h: E: F:' E:: F~ 1::: I"; C I::: ::
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:L 0.. 00 +:LO..O()Prior.. Poll.. Metals By ICP :L:L,s..':1;1 :i.6..()O
:1.Volatile Organics By 8260 GCMn ~:::O() ..
:\,.
200.. ()()
T:::':":,,,,:O BO..+~:!() .. O()
PCB In ~;ol:i,~::l ~:,, .. 0 ()'t. ~::I ~::I ..
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DATE RECEIVED '7 jlt/f1
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White - Original. Canary. Remittance, Pink. File, Goldenrod. Accounting
HANSI,IN INDUSTRIES, INC. - O. Box 7310 - Spokane, WA 99207 USA
, VEf'JDORtQ..J:.JI"i,
. "
NENDORNAME, IE.QHE;:Q,~P&TJ~.SOUND UND ANALYTICAL SERVI , INC 7/23/97
I ', INVOICENO ,II'DATE'AMOUNT \I "APPLIED ,lI.nlsell656230 7/8/97 $811.00 $811,00 $0.
4787
'NETAMOUNT,
$811.
$811.$811.$0.$811.
SOUND ANALYTICAL SERVICES INC,
ANALYTICAL & ENVIRONMENTAL CHEMISTS
4813 PACIFIC HIGHWAY EAST, TACOMA, WASHINGTON 98424 - TELEPHONE [phone] - FAX [phone]
TRANSMITTAL MEMORANDUM
DATE:July 1997
TO:Hanson Industries,Inc.
REPORT NUMBER:65623
Enclosed are the test results for one sample received at Sound
Analytical Services on June 23, 1997.
The report consists of this transmittal memo, analytical results,
quality control reports, a copy of the chain-of-custody, a list
of data qualifiers when applicable, and a copy of any requestedraw data.
Should there be any questions regarding this report, please
contact me at [phone].
Sincerely,~l~
Brent Hepnerproj ect Manager
BH:tm
This report is issued solely for the use of the person or company to whom it is addressed. This laboratory accepts responsibility only for the due perfonnance of analysis in accordance with
industry acceptable practice. In no event shall Sound Analytical Services. Inc. or its employees be responsible for consequential or special damages in any kind or in any amount.
SOUND ANALYTICAL SERVICES , INC,
Client Name
Client ID:
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
7/1/97
7/1/97
85.
Volatile Organics by USEPA Method 8260
Surrogate
Dibromofluoromethane
Toluene-
Bromofluorobenzene
% Recovery
111
112
118
Sample results are on a dry weight basis.
Analyte
Di ch 10 rod ifl uoro m eth a n e
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Trichlorofluoromethane
Dichloroethene
Methylene Chloride
trans-Dichloroethene
Dichloroethane
Dichloropropane
cis-Dichloroethene
Bromochloromethane
Chloroform
1- Trichloroethane
Carbon Tetrachloride
Dichloropropene
Benzene
Dichloroethane
Trichloroethene
Dichloropropane
Dibromomethane
B ro m od i ch I 0 ro m et h a n e
Toluene
2- Trichloroethane
Tetrachloroethene
Result
(ug/kg)
Flags
POL
Recovery LimitsLow High67 12174 11881 132
Flags
SOUND ANALYTICAL SERVICES , INC,
Volatile Organics by USEPA Method 8260 data for 65623-01 continued...
Analyte
0ichloropropane
Oibromochloromethane
0ibromoethane
Chlorobenzene
2- Tetrachloroethane
Ethylbenzene
p-Xylene
Xylene
Styrene
Bromoform
Isopropylbenzene
Bromobenzene
2- Tetrachloroethane
3- Trichloropropane
Propylbenzene
Chlorotoluene
Chlorotoluene
5- Trimethylbenzene
Butylbenzene
2,4-Trimethylbenzene
sec-Butylbenzene
0ichlorobenzene
0ichlorobenzene
lsopropyltoluene
0ichlorobenzene
Butylbenzene
0ibromo-3-chloropropane
2,4- Trichlorobenzene
Hexachlorobutadiene
Naphthalene
3- Trichlorobenzene
Result
(ug/kg)POL Flags
, ., .
SOUND ANALYTICAL SERVICES , INC,
Client Name
Client ID:
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
6/30/97
6/30/97
85.
Semivolatile Organics by USEPA Method 8270
Surrogate
Nitrobenzene - d5
2 - Fluorobiphenyl
p - Terphenyl - d14
Phenol - d5
2 - Fluorophenol
2,4,6 - Tribromophenol
% Recovery
Sample results are on a dry weight basis.
Analyte
Phenol
bis(2-Chloroethyl)ether
Chlorophenol
Dichlorobenzene
1,4-Dichlorobenzene
Benzyl Alcohol
Dichlorobenzene
Methylphenol
bis(2-C h I oroiso pro pyl) ether
3- & 4-Methylphenol
N-n itroso-d i- n-propyl ami n e
Hexachloroethane
Nitrobenzene
Isophorone
Nitrophenol
2,4-Dimethylphenol
Benzoic Acid
bis(2-Chloroethoxy) meth an e
2,4-Dichlorophenol
2,4- Trichlorobenzene
Naphthalene
Chloroaniline
Hexachlorobutadiene
C h loro-3-methylphenol
Methylnaphthalene
Hexach lorocyclopentad iene
Result
(ug/kg)
460
700
Flags
pal
200
270
160
130
180
430
120
150
230
190
160
250
370
180
120
170
390
720
310
170
190
280
200
270
160
120
Recovery Limitslow High23 12030 11518 13724 11325 12119 122
Flags
SOUND ANALYTICAL SERVICES , INC,
Semivolatile Organics by USEPA Method 8270 data for 65623-01 continued...
Result
Analyte (ug/kg)PQL Flags
6- Trichlorophenol 150
2,4,5- Trichlorophenol 200
Chloronaphthalene
Nitroaniline 190
Oimethylphthalate 120
Acenaphthylene
0initrotoluene 140
Nitroaniline 370
Acenaphthene iOO
Oinitrophenol 710
Nitrophenol 500
Oibenzofuran 150 150
2,4-0initrotoluene 130
Oiethylphthalate 140
Chlorophenyl phenylether 170
Fluorene 110
Nitroaniline 190
0in itro-2-methylphenol 390
Nitrosodiphenylamine 180
4- B ro mo ph e nyl ph e nyl ethe r 150
Hexachlorobenzene 150
Pentachlorophenol 300
Phenanthrene 260 170
Anthracene 270 150
Oi-n-butylphthalate 130 290
Fluoranthene 120
Pyrene 160
Butylbenzylphthalate 400
dichlorobenzidine 200
Benzo(a)anthracene 110
Chrysene
bis(2 -Eth yl h exyl) phtha late 120
Oi-n-octylphthalate 100
Benzo(b)fluoranthene 260
Benzo(k)fluoranthene 210
Benzo(a)pyrene 120
Indeno(1 3-cd)pyrene
Oibenz(a h)anthracene 130
Benzo(g, h i)perylene 180
SOUND ANALYTICAL SERVICES, INC,
Client Name
Client 10:
Lab 10:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
6/26/97
6/26/97
85.
PCBs by USEPA Method 8080
Surrogate
TCMX
Decachlorobiphenyl
Sample results are on a dry weight basis.
Analyte
Aroclor 1016
Aroclor 1221
Aroclor 1232
Aroclor 1242
Aroclor 1248
Aroclor 1254
Aroclor 1260
Aroclor 1262
Aroclor 1268
% Recovery
Result
(mg/kg)
Flags
POL
Recovery LimitsLow High50 15050 150
Flags
SOUND ANALYTICAL SERVICES , INc,
Client Name
Client ID:
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
6/25/97
6/26/97
85.
Diesel by WTPH-
Surrogate
Terphenyl
% Recovery
Sample results are on a dry weight basis.
Analyte
Diesel (::onC12-nC24)
Result
(mg/kg)
Flags
pal
Recovery Limitslow High50 150
Flags
SOUND ANALYTICAL SERVICES , INc,
Client Name
Client 10:
Lab 10:
Date Received:
Date Prepared:
Date Analyzed:
Dilution Factor
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
6/25/97
6/25/97
85.
Metals by ICP - USEPA Method 6010
Sample results are on a dry weight basis.
Analyte
Arsenic
Antimony
Beryllium
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Thallium
Zinc
Result
(mg/kg)PQL Flags
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SOUND ANALYTICAL SERVICES, INc,
Client Name
Client ID:
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
Dilution Factor
% Solids
Hanson Industries, Inc.
SOLID SAMPLE
65623-
6/23/97
6/25/97
6/25/97
85.
Mercury by CVAA - USEPA Method 7471
Sample results are on a dry weight basis.
Analyte
Mercury
Result
(mg/kg)pal Flags
, '
SOUND ANALYTICAL SERVICES , INC,
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Surrogate
Dibromofluoromethane
Toluene-
Bromofluorobenzene
Method Blank - VOL311
7/1/97
7/1/97
Volatile Organics by USEPA Method 8260
% Recovery
102
103
110
Flags
Sample results are on an as received basis.
Analyte
Dichlorodifluoromethane
Chloromethane
Bromomethane
Vinyl Chloride
Chloroethane
Trichlorofluoromethane
Oichloroethene
Methylene Chloride
trans-0ichloroethene
Oichloroethane
0ichloropropane
cis-0ichloroethene
Bromochloromethane
Chloroform
1- Trichloroethane
Carbon Tetrachloride
Oichloropropene
Benzene
Dichloroethane
Trichloroethene
0ichloropropane
Oibromomethane
Bromodichloromethane
Toluene
2- Trichloroethane
Tetrachloroethene
Result
(ug/kg)POL
Recovery LimitsLow High67 12174 11881 132
Flags
SOUND ANALYTICAL SERVICES , INC,
Volatile Organics by USEPA Method 8260 data for VOL311 continued...
Analyte
0ichloropropane
Oibromochloromethane
0ibromoethane
Chlorobenzene
2- Tetrachloroethane
Ethylbenzene
Xylene
Xylene
Styrene
Bromoform
Isopropyl benzene
Bromobenzene
Tetrachloroethane
3- Trichloropropane
Propylbenzene
Chlorotoluene
Chlorotoluene
5- Trimethylbenzene
Butylbenzene
2,4- Trimethylbenzene
sec-Butylbenzene
0ichlorobenzene
0ichlorobenzene
lsopropyltoluene
0ichlorobenzene
Butylbenzene
0ibromo-3-chloropropane
2,4- Trichlorobenzene
Hexachlorobutadiene
Naphthalene
3- Trichlorobenzene
Result
(ug/kg)POL Flags
Lab 10:
Date Prepared:
Date Analyzed:
QC Batch 10:
Compound Name
Dichloroethene
Benzene
Trichloroethene
Toluene
Chlorobenzene
SOUND ANALYTICAL SERVICES, INC,
Blank Spike/Blank Spike Duplicate Report
VOL311
7/1/97
7/1/97
VOL311
Volatile Organics by USEPA Method 8260
Blank Spike BSD
Result Amount Result Result BSD
(ug/kg)(ug/kg)(ug/kg)% Rec. (ug/kg)% Rec. RPD
35.71.40.80.
42.4 84.46.93.
44.89.52.104
46.52.105
45.90.51.102
Flag
SOUND ANALYTICAL SERVICES , INC,
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Method Blank - SV1584
6/30/97
6/30/97
Semivolatile Organics by USEPA Method 8270
Surrogate
Nitrobenzene - d5
2 - Fluorobiphenyl
p - Terphenyl - d14
Phenol - d5
2 - Fluorophenol
6 - Tribromophenol
% Recovery Flags
Sample results are on an as received basis.
Analyte
Phenol
bis(2 -C h 10 roeth yl)eth e r
Chlorophenol
1 ,Dichlorobenzene
1,4-Dichlorobenzene
Benzyl Alcohol
1 ,Dichlorobenzene
Methylphenol
bis(2 -C h I ora iso pro pyl)ethe r
3- & 4-Methylphenol
N-nitroso-d i-n-propylam i ne
Hexachloroethane
Nitrobenzene
Isophorone
Nitrophenol
2,4-Dimethylphenol
Benzoic Acid
bis(2-Ch loroethoxy) metha ne
2,4-Dichlorophenol
2,4- Trichlorobenzene
Naphthalene
Chloroaniline
Hexachlorobutadiene
Chloro-3-methylphenol
Methylnaphthalene
H exa ch I 0 rocycl ope ntad i e n e
Result
(ug/kg)pal
170
230
140
110
150
360
100
120
190
160
130
210
310
150
100
140
330
600
260
140
160
230
170
230
130
100
Recovery Limitslow High23 12030 11518 13724 11325 12119 122
Flags
SOUND ANALYTICAL SERVICES , INC,
Semivolatile Organics by USEPA Method 8270 data for SV1584 continued...
Analyte
6- Trichlorophenol
5- Trichlorophenol
Chloronaphthalene
Nitroaniline
Oimethylphthalate
Acenaphthylene
0initrotoluene
Nitroaniline
Acenaphthene
2,4-0initrophenol
Nitrophenol
Oibenzofuran
0initrotoluene
Oiethylphthalate
C h I ora ph e nyl ph e nyl ethe r
Fluorene
Nitroaniline
0i n itro-2-methyl phenol
Nitrosodiphenylamine
4- B ro m oph enyl phenyleth e r
Hexachlorobenzene
Pentachlorophenol
Phenanthrene
Anthracene
Oi-n-butylphthalate
Fluoranthene
Pyrene
Butylbenzylphthalate
dichlorobenzidine
Benzo(a)anthracene
Chrysene
bis(2- Ethyl h exyl) phth a late
Oi-n-octylphthalate
Benzo(b)fluoranthene
Benzo(k)fluoranthene
Benzo(a)pyrene
Indeno(1 3-cd)pyrene
Oibenz(a h)anthracene
Benzo(g,i)perylene
Result
(ug/kg)PQL
120
170
160
120
310
600
420
130
110
120
140
160
330
150
130
120
260
140
130
250
130
340
170
100
220
170
100
110
150
Flags
SOUND ANALYTICAL SERVICES , INC,
Blank Spike Report
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
SV1584
6/30/97
6/30/97
SV1584
Semlvolatile Organics by USEPA Method 8270
Blank Spike
Result Amount Result
Parameter Name (ug/kg)(ug/kg)(ug/kg)% Rec. Flag
Phenol 9900 8200
Chlorophenol 9900 7700
1 ,Dichlorobenzene 9900 9200
N- n itroso-d i-n- pro pyla m i n e 9900 8600
2,4- Trichlorobenzene 9900 8900
C h I 0 ro-3-methyl ph e n 0 1 9900 10000 103
Acenaphthene 9900 7600
Nitrophenol 9900 8300
2,4-Dinitrotoluene 9900 8300
Pentachlorophenol 9900 7800
Pyrene 9900 8500
SOUND ANALYTICAL SERVICES , INC,
Matrix Spike/Matrix Spike Duplicate Report
Client Sample ID:SOLID SAMPLE
Lab ID:65623-
Date Prepared:6/30/97
Date Analyzed:6/30/97
QC Batch ID:SV1584
Semivolatile Organics by USEPA Method 8270
Sample Spike MSD
Result Amount Result Result MSD
Compound Name (ug/kg)(ug/kg)(ug/kg)% Rec. (ug/kg)% Rec. RPD Flag
Phenol 10700 8080 75.9610 83.
Chlorophenol 10700 7330 68.4 7970
1 ,4-Dichlorobenzene 1 0700 8730 81.4 9740 84.4
N-n itroso-d i-n-propyla mine 10700 8380 78.10200 88.
2,4- Trichlorobenzene 1 0700 8320 77.10700 92.
Chloro-3-methylphenol 10700 8730 81.4 9700
Acenaphthene 10700 8870 82.8490 73.
Nitrophenol 10700 7330 68.7260 62.
2,4-Dinitrotoluene 10700 9710 90.9610 83.
Pentachlorophenol 10700 6250 58.7430 64.
Pyrene 10700 7980 74.4 9210 79.
SOUND ANALYTICAL SERVICES, INC,
Lab 10:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Method Blank - PCB947
6/26/97
6/26/97
100
PCBs by USEPA Method 8080
Surrogate
TCMX
Oecachlorobiphenyl
Sample results are on a dry weight basis.
Analyte
Aroclor 1016
Aroclor 1221
Aroclor 1232
Aroclor 1242
Aroclor 1248
Aroclor 1254
Aroclor 1260
Aroclor 1262
Aroclor 1268
% Recovery
107
101
Flags
Result
(mg/kg)PQL
096
096
096
096
096
096
096
096
096
Recovery LimitsLow High50 150 50 150
Flags
Client Sample ID:
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
Compound Name
Aroclor 1260
SOUND ANALYTICAL SERVICES, INc,
Matrix Spike/Matrix Spike Duplicate Report
SOLID SAMPLE
65623-
6/26/97
6/26/97
PCB947
PCBs by USEPA Method 8080
Sample Spike MSD
Result Amount Result Result MSD
(mg/kg)(mg/kg)(mg/kg)% Rec.(mg/kg)% Rec.
102 101
RPD Flag
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
Compound Name
Aroclor 1260
SOUND ANALYTICAL SERVICES, INC,
Blank Spike/Blank Spike Duplicate Report
PCB947
6/26/97
6/26/97
PCB947
PCBs by USEPA Method 8080
Blank Spike
Result Amount Result
(mg/kg) (mg/kg) (mg/kg)0 0.999 1.% Rec.
105
BSD
Result
(mg/kg)
BSD
% Rec.
106
RPD Flag
. .
SOUND ANALYTICAL SERVICES , INC,
Lab 10:
Date Received:
Date Prepared:
Date Analyzed:
% Solids
Method Blank - 011242
6/25/97
6/27/97
Diesel by WTPH-
Surrogate
Terphenyl
% Recovery
107
Flags
Recovery Limitslow High50 150
Sample results are on an as received basis.
Analyte
Diesel (::onC12-nC24)
Result
(mg/kg)pal Flags
SOUND ANALYTICAL SERVICES , INC,
Lab 10:
Date Prepared:
Date Analyzed:
QC Batch 10:
Blank Spike Report
011242
6/25/97
6/26/97
011242
Diesel by WTPH-
Blank Spike
Result Amount Result
(mg/kg)(mg/kg)(mg/kg)% Rec. Flag
250 280 113
Parameter Name
Diesel (::-nC12-nC24)
SOUND ANALYTICAL SERVICES, INC,
Duplicate Report
Client Sample ID:
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
LOT #2
. 65624-
6/25/97
6/26/97
DI1242
Diesel by WTPH-
Parameter Name
Diesel (::-nC12-nC24)
Sample
Result
(mg/kg)
Duplicate
Result
(mg/kg)
RPD
Flag
Client Sample 10:
Lab 10:
Date Prepared:
Date Analyzed:
QC Batch 10:
Compound Name
Diesel (::-nC12-nC24)
SOUND ANALYTICAL SERVICES , INC,
Matrix Spike/Matrix Spike Duplicate Report
LOT #2
65624-
6/25/97
6/26/97
011242
Diesel by WTPH-
Sample Spike MSD
Result Amount Result Result MSD
(mg/kg)(mg/kg)(mg/kg)% Rec. (mg/kg)% Rec.
291 222 76.244 81.
RPD
6.4
Flag
SOUND ANALYTICAL SERVICES , INC,
Lab ID:
Date Received:
Date Prepared:
Date Analyzed:
Dilution Factor
Method Blank - S643
6/25/97
6/25/97
Metals by ICP - USEPA Method 6010
Sample results are on an as received basis.
Analyte
Arsenic
Antimony
Beryllium
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Thallium
Zinc
Result
(mg/kg)PQL Flags
SOUND ANALYTICAL SERVICES , INC,
Client Sample ID:
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
Duplicate Report
SOLID SAMPLE
65623-
6/25/97
6/25/97
S643
Metals by ICP - USEPA Method 6010
Parameter Name
Arsenic
Antimony
Beryllium
Cadmium
Chromium
Copper
Lead
Nickel
Selenium
Silver
Thallium
Zinc
Sample
Result
(mg/kg)
7.4
Duplicate
Result
(mg/kg)
RPD
11.
18.
19.
26.
Flag
. ,
SOUND ANALYTICAL SERVICES , INC,
Matrix Spike Report
Client Sample ID:SOLID SAMPLE
Lab ID:65623-
Date Prepared:6/25/97
Date Analyzed:6/25/97
QC Batch ID:S643
Metals by ICP - USEPA Method 6010
Sample Spike
Result Amount Result
Parameter Name (mg/kg)(mg/kg)(mg/kg)% Rec. Flag
Arsenic 430 431 100
Antimony 107 89.
Beryllium 10.10.
Cadmium 10.10.
Chromium 7.4 47.
Copper 53.66.
Lead 107 113
Nickel 107 107
Selenium 430 386
Silver 10.
Thallium 430 351
Zinc 107 127
SOUND ANALYTICAL SERVICES , INC,
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
Parameter Name
Silver
Blank Spike Report
S643
6/25/97
6/25/97
S643
Metals by ICP - USEPA Method 6010
Blank
Result
(mg/kg)
Spike
Amount
(mg/kg)
Result
(mg/kg)% Rec.Flag
. .
SOUND ANALYTICAL SERVICES, INC,
Lab 10:
Date Received:
Date Prepared:
Date Analyzed:
Dilution Factor
Method Blank - S498
6/25/97
6/25/97
Mercury by CVAA - USEPA Method 7471
Sample results are on an as received basis.
Analyte
Mercury
Result
(mg/kg)PQL Flags
.' ':,
SOUND ANALYTICAL SERVICES , INC,
Duplicate Report
Client Sample ID:
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
12A
65563-
6/25/97
6/25/97
S498
Mercury by CVAA - USEPA Method 7471
Parameter Name
Mercury
Sample DuplicateResult Result
(mg/kg) (mg/kg)
RPD
Flag
. . .
SOUND ANALYTICAL SERVICES, INC,
Matrix Spike Report
Client Sample ID:
Lab ID:
Date Prepared:
Date Analyzed:
QC Batch ID:
12A
65563-
6/25/97
6/25/97
S498
Mercury by CVAA - USEPA Method 7471
Parameter Name
Mercury
Sample
Result
(mg/kg)
Spike
Amount
(mg/kg)
754
Result
(mg/kg)% Rec.
101
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Spirit Lake East Water Company - Tasting Summary
Test Fre uenc Last Performed Cost Next Re uired
Coliform Monthly Current 14.
Nitrate Yearly 3/7/2006 15.2006
Jnorganics 9 year period 10/29/2001 270.2002-2010
Arsenic 3 year period 2/10/2005 20.2005-2007
Floride 9 year period Unknown 15.2002-2010
Uranium 6 year period Unknown 55.2008-2013
Radium 228 3 year period 7/15/2003 82.2008-2010
Radium 226 3 year period 3/19/2002 2008-2010
151.
Gross Alpha 6 year period 3/19/2002 2008-2013
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,.- P,O. Box 5788
Portland, OR 97228
.. ....
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INVOICE
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Consolidated Supply Co.
,... PoO, Box 5788
Portland, OR 97228
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'10 L9LS- 226-609 ucsueH pucwhe~d6 I : '100 LO 22 qa~
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ACCOUNT NUMBER: 1309191
STATEMENT DATE: 01/16/07
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PAYMENT(S) - THANK YOU
ELECTRIC CHARGES
AMOUNT DUE
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1,445.
1,445,
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1ETER # 6224889
G COMM KWH
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ACILITY CHARGE
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OUR OPERATION ROUNDUP CONTRIBUTION 2006 WAS
01/08107
18877
2.4
AVERAGE TEMPERATURE
METER # 6224889 PER DAY
3 PUMPS
40.
40.
$4.48. THANK
CURRENT
31F737 KWH
31 DAYS
22840
1 YEAR A,GO30F1012 KWH
119.
126,
200.
445.66 .
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