NC0005266_permit issuance_20040720

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0005266
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 20, 2004
This document is priznted on reuse paper - igazore any
content on the rearerse side

Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
July 20, 2004
Mr. Jim Reavis, Plant Manager
Louisiana Pacific (LP) Corporation - Roaring River
P.O. Box 98
Roaring River, North Carolina 28669
Subject: NPDES Permit Issuance
LP Corporation -Roaring River WWTP
NPDES Permit No. NC0005266
Wilkes County
Dear Mr. Reavis:
Attached to this letter is the final NPDES permit for Louisiana Pacific Corporation -
Roaring River WWTP, NPDES Permit No. NC0005266. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994.
Based on Mr. Phil Sparks' letter dated June 30, 2004 and comments from the Winston -
Salem Regional Office, the following changes (and clarifications) have been made to the permit
from the draft permit:
• The typographical errors, as expressed in Items No. 1 and 2 of Mr. Sparks' letter, have been
corrected. Thank you for bringing these to our attention.
• The heading of Condition A.(3.).has been clarified. The intent of this condition of the permit
is to ensure that LP Corporation monitors the sanitary wastewater from the package plant
after the sanitary wastewater is routed to the junction box. As indicated by LP, the re-
routing should take place during construction for the expansion to 1.5 MGD. Therefore,
Condition A.(3.) will become effective upon expansion above 1.0 MGD (and after receipt of the
Engineer's Certification for the project).
• Quarterly monitoring via grab samples, at the internal sanitary Outfall 002, has also been
required. This is minimal monitoring to ensure compliance with secondary treatment levels
for sanitary wastewater. Should LP demonstrate consistent compliance with this
requirement, the Division of Water Quality may remove the monitoring requirements during
the next permit renewal cycle.
• The definition of "daily" as specified in Conditions A.(1.) and A.(2.) is stipulated in Part
Section A. Definitions, Daily Sampling. The intent of this condition is that LP will monitor 5
days per week, excluding holidays (as stated in Mr. Sparks' letter).
• From the perspective of the NPDES Unit, the Roaring River WWTP permit reflects the
monitoring frequencies of a Grade III facility (with the exception of those parameters which
require daily monitoring, based on a previous negotiated settlement issue). As explained in a
prior phone conversation between Ms. Susan Wilson and Mr. Sparks, LP may contact the
Division's Technical Assistance and Certification Unit at (919) 733 - 0026 for written
confirmation of this, if necessary.
If any parts, measurement frequencies, or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the office of Administrative Hearings, Mail Service Center 6714, Raleigh, North Carolina
27699-6714. Unless such a demand is made, this permit shall be final and binding.
North Carolina Division of Water Quality [phone]
1617 Mail Service Center FAX [phone]
Raleigh, North Carolina 27699-1617 On the Internet at http://h2o.enr.state.nc.us/

Mr. Reavis
Page 2
Please take notice that this permit is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits that may be
required by the Division of Water Quality, the Division of Land Resources, the Coastal Area
Management Act, or any other federal or local governmental permit.
If you have any questions regarding the NPDES permit, please contact Ms. Susan A.
Wilson at (919) 733 - 5083, extension 510.
Sincerely,
oNird By
David A, Goodrich
Alan W. Klimek, P.E.
cc: Winston-Salem Regional Office/Water Quality Section/ George Smith
NPDES Unit
Phil Sparks LP Corporation (same address as above)
Roosevelt Childress, EPA Region IV
Sam White, Ph.D. RMT, Inc.
100 Verdae Boulevard
Greenville, SC 29607-3825
Technical Assistance and Certification Unit, DWQ

Permit NC0005266
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Water Quality
Commission, and the Federal Water Pollution Control Act, as amended,
Louisiana Pacific Corporation
is hereby authorized to discharge wastewater from a facility located at the
LP Roaring River Plant
Off NC Highway 268
West of Roaring River
Wilkes County
to "receiving waters designated as the Yadkin River in the Yadkin River Basin in accordance with the
discharge limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, and
IV hereof.
This permit shall become effective September 1, 2004.
This permit and the authorization to discharge shall expire at midnight on September 30, 2008.
Signed this day July 20, 2004.
Original signed By
Dana A. Goodrich
Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

Permit NC0005266
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge, are hereby
revoked. [The exclusive authority to operate this facility arises under this permit. The authority
to operate the facility under previously issued permits bearing this number is no longer effective.]
The conditions, requirements, terms and provisions of this permit authorizing discharge under
the NPDES govern discharges from this facility.
Louisiana Pacific Corporation
Roaring River Wastewater Treatment Plant
is hereby authorized -to:
1. Continue to operate a combined wastewater treatment system consisting of:
➢ 0.03 MGD extended aeration package plant with sludge holding tank for
treatment of sanitary wastes
➢ 1.0 MGD industrial waste treatment system with the following components:
• Bar screen and/or in -line grinder
• Influent pump station
• Primary clarifier
• Dissolved air flotation unit
• Pumps
• Sludge holding and mixing tank
• Sludge thickener
• Solids dewatering system consisting of two "S" roll filter presses & conveyor system
• Two aeration lagoons
• Nutrient addition system
• Secondary clarifier
• Two emergency primary settling basins
• Effluent mixing box (Outfall 001)
This facility is located at Louisiana Pacific's facility in Roaring River, located
off NC Highway 268 west of Roaring River in Wilkes County.
2. After receiving an Authorization to Construct permit from the Division,
construct and operate the process wastewater treatment plant, along with
sanitary wastewater (which will be designated as Internal Outfall 002 upon
reconfiguration/expansion), for a combined flow not to exceed 1.5 MGD at
Outfall 001.
3. Discharge from said treatment works at the location specified on the attached
map into the Yadkin River, currently classified C waters in the Yadkin -Pee
Dee River Basin.

Latitude:
36 0 11'38" Sub -Basin: 03-07-01
Facility
Longitude:
81 01,591,
Location
IT
Quad #:
C14NE
Stream Class:
C
Receiving Stream: Yadkin River
Permitted Flow:
1 to 1.5 MGD
LP Corporation
North
Roaring River Plant

Permit NC0005266
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (1.0 MGD)
During the period beginning on September 1, 2004 and lasting until expansion or expiration, the
Permittee is authorized to discharge from Outfall 001 (combined process and sanitary wastewater).
Such discharges shall be limited and monitored by the Permittee as specified below:
PARAMETER
,. u ,
:.V
_...
LIMITS
MONITORING REQUIREMENTS
�., Monthly.
Average _
Daily
Maximum _
Measurement
Frequency
:. ..
Sample,�Sample-
pe
Location`1
Flow
1:0 MGD
Continuous
Recording
Influent or
Effluent
BOD-5, 20°C
11,873 pounds/day
22,747 pounds/day
Daily
Composite
Effluent
Total Suspended Solids
12;000pounds/day
18,000pounds/day
Daily
Composite
Effluent
Total Phenolics
Weekly
Grab
Effluent
Total Residual Chlorine
Monthly
Grab
Effluent
COD
Week
Composite
Effluent
Temperature
Daily
Grab
Effluent
Temperature
3Meek
(See Footnote 1)
Grab
U, D(1), D(2)
Dissolved Oxygen
Daily
Grab
Effluent
Dissolved Oxygen
3Meek
(See Footnote 1)
Grab
U, D(1), D(2)
Conductivity
Daily
Grab
Effluent
Conductivity
3Meek
(See Footnote 1)
Grab
U, D(1), D(2)
Settleable Solids
Daily
Grab
Effluent
Total Nitrogen
NO2 + NO3 + TKN
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity 2
Quarterly
Composite
Effluent
pH
>6 and <9 standard units
Daily
Grab
Effluent
Notes:
1. U: upstream at least 100 feet above the outfall. D: downstream (1) approximately 1.7 miles at
NCSR 2327 and (2) approximately 8 miles at NCSR 2303. Instream samples shall grab samples
and shall be conducted three times per week during June, July, August, and September and
weekly during the remaining months of the year.
Instream monitoring is provisionally.waived in light of the permittee's participation in the
Yadkin - Pee Dee River Basin Association. Instream monitoring shall be conducted as
stated in this permit should the permittee end its participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) P/F at 0.68%; January, April, July, and October [see Condition A.
(4)]
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC000524
A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (1.5 MGD)
During the period beginning upon expansion above the design flow of 1.0 MGD and lasting until
expiration, the Permittee is authorized to discharge from Outfall 001 (Process and sanitary
wastewater). Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT :LIMITS
MONITORING REQUIREMENTS'
Monthly
Average
;Daily ':
Maximum
Measurement
Frequency'
Sample
=,Type.';
Sample
Locatonl
Flow
1.5 MGD
Continuous
Recording
Influent or
Effluent
BOD-5, 20°C
11,873 pounds/day
22,747 pounds/day
Daily
Composite
Effluent
Total Suspended Solids
12,000pounds/day
18,000 pounds/day
Daily
Composite
Effluent
Total Phenolics
Weekly
Grab
Effluent
Total Residual Chlorine
Monthly
Grab
Effluent
COD
3/Week
Composite
Effluent
Temperature
Daily
Grab
Effluent
Temperature
3/Week
(See Footnote 1)
Grab
U, D(1), D(2)
Dissolved Oxygen
Daily
Grab
Effluent
Dissolved Oxygen
3/Week
(See Footnote 1)
Grab
U, D(1), D(2)
Conductivity
Daily
Grab
Effluent
Conductivity
3/Week
(See Footnote 1)
Grab
U, D(1), D(2)
Settleable Solids
Daily
Grab
Effluent
Total Nitrogen
(NO2 + NO3 + TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity 2
Quarterly
Composite
Effluent
pH
>6 and <9 standard units
Daily
Grab
Effluent
Notes:
1. U: upstream at least 100 feet above the outfall. D: downstream (1) approximately 1.7 miles at
NCSR 2327 and (2) approximately 8 miles at NCSR 2303. Instream samples shall grab samples
and shall be conducted three times per week during June, July, August, and September and
weekly during the remaining months of the year.
Instream monitoring is provisionally waived in light of the permittee's participation in the
Yadkin Pee - Dee River Basin Association. Instream monitoring shall be conducted as
stated in this permit should the permittee end its participation in the Association.
2. Chronic Toxicity (Ceriodaphnia) P/F at 1.0 %; January, April, July, and October [see Condition A.
(4)]
There shall be no discharge of floating solids or visible foam in other than trace amounts.

:n
Permit NC0005266
A. (3) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (002)
During the period beginning upon expansion above 1.0 MGD (for Outfall 001, which will include
reconfiguration of the sanitary wastewater) and lasting until expiration, the Permittee is authorized
to discharge from "internal Outfall 002 (sanitary wastewater) into the junction box for Outfall 001.
Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLiJE1VT .
LIMITS
M011TITORING REQUIREMENTS
"CHARACTERISTICS
Monthly`s
,tDaily 4
Measurement .
Sample`
Sample a
Flow
0.03 MGD
Instantaneous
Influent or
Effluent
BOD-5, 200C
30.0 (mg/1)
45.0 (mg/1)
Quarterly
Grab
Effluent
Total Suspended
30.0 (mg/1)
45.0 (mg/1)
Quarterly
Grab
Effluent
Solids
pH
>6 and <9 standard units
Quarterly
Grab
Effluent
Notes-
1. • Effluent = prior to mixing with any other wastestream.
Although minimal monitoring is stipulated through this outfall, the permittee is required, through
proper operation and maintenance, to meet minimum secondary treatment levels for sanitary
wastewater. Should inspection sampling results indicate levels of BOD5 or TSS over the amounts
specified above, enforcement action may be initiated against the permittee.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (4) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of:
0.68 % at 1.0 MGD
1.0% at 1.5 MGD
The permit holder shall perform at a minimum, quarterlu monitoring using test procedures outlined
in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998,
or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple -concentration testing shall be performed at a minimum,
in each of the.two following months as described in "North Carolina Phase II Chronic Whole
Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.

Permit NC0005266
A. (4) CHRONIC TOXICITY PERMIT LIMIT ((,quarterly), continued
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and
all concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT)
test form indicating the facility name, permit number, pipe number, county, and the month/year of
the report with the notation of "No Flow" in the comment area of the form. The report shall be
submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival, minimum control organism reproduction, and appropriate environmental
controls, shall constitute an invalid test and will require immediate follow-up testing to be completed
no later than the last day of the month following the month of the initial monitoring.

June 30, 2004
Ms. Susan A. Wilson
Environmental Engineer
Division of Water Quality
NC Department of Environment and Natural Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Comments on Draft NPDES Permit
Louisiana Pacific Corporation
Permit No. NC0005266
Dear Ms. Wilson:
J U L 2004
lam un
POINT SOURCE BRANCH -
LIU J U L 7 2004
`-renR - Wd;tR nu�un
POINT SOURCE BRANCH
Louisiana Pacific Corporation (LP) has reviewed the draft NPDES permit issued May 26, 2004 for the
W WTP located at the Roaring River facility. We concur with the limits that are established in the permit.
However, we offer a few corrections that might be made to the final permit.
1. In "Note # 1" below the tables listing permit limits in both Section A.(1) and in Section A.(2), we
believe that references to the Lower Cape Fear River Basin Association should be changed to the
Yadkin -Pee Dee River Basin Association in both locations.
2. We believe that the first sentence under the heading of Section A.(2) should be modified from
"During the period beginning upon expansion above the design flow of 1.0 MGD and
lasting until expansion, the .................."
and should read as follows
"During the period beginning upon expansion above the design flow of 1.0 MGD and
lasting until expiration, the ..................".
3. We believe that the first sentence under the heading of Section A.(3) should be modified from
"During the period beginning upon the effective date of the permit and lasting until
expiration.....
Louisiana-Pacific Corporation
P.O. Box 98 Highway 268 Roaring River, NC 28669 336.696.3337 fax: [phone]
wwwApcorp.conn

North Carolina Department of
Environment and Natural Resources
Division of Water Quality
[phone]
W7, �10I
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Page 2
June 30, 2004
and should read as follows
"During the period beginning upon expansion above the design flow of 1.0 MGD and
lasting until expiration ..................".
4. LP interprets the Measurement Frequency listed as "Daily" under Sections A.(1) and A.(2) to
mean 5 days per week, excluding holidays. It has been the mill's practice for many years to
collect "daily" samples 5 days per week, but not on weekends nor on holidays such as
Thanksgiving or Christmas. A note # 4 should be inserted below the table in sections A. (1) and
A. (2) to clarify the requirements for daily sampling or this should be clarified in the definitions
section of the permit.
5. The LP facility in Roaring River has historically been identified as a Grade IV treatment plant.
However, in accordance with 15A NCAC 8G .0302, this LP facility is clearly defined as a Grade
III Biological Water Pollution Control System. LP requests that the reissued Roaring River
NPDES permit identify the wastewater treatment plant as a Grade III system.
Thank you for your consideration of these comments. Please call me at [phone] with any
questions.
Phillip C. Sparks
Environmental Manager
Certified Mail: 7099 3220 0009 1835 7872
cc: File

Re: re NC0005266, Abitibi Price
Subject: Re: re NC0005266, Abitibi Price
From: Susan Wilson <[e-mail]
Date: Mon. 21 Jun 2004 09:27:28 -0400
To: [e-mail]
Thanks Marshall. Whatever you guys want to do - I can just print this e-mail for the file
and that's fine with me. I haven't had any adverse public comments on that one so far.
Hyatt. [e-mail] wrote:
KJ reviewed and has no comments. Do you want a no comment letter?
(of?alo4 — o(�� No CaNA�-" I" LP (r1Lo�S� )
C ��H Ili ao�
k'
I of 1 6/21/2004 9:42 AM

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
Division of Water Quality
June 6, 2004,E
MEMORANDUM
JUN 8 2004
DEIiR - WATER QUALITY
TO: Susan Wilson - NPDES Unit POINT SOURCE BRANCH
FROM: George Smith - WSRO . -^ --.„na-, •. -- ._� .. _.
SUBJECT: Draft NPDES Permit No. NC0005266
Louisiana Pacific Corp. / Roaring River Plant
Wilkes County
This office reviewed the subject draft permit, and would like to offer the following comments:
➢ This office recommends that effluent Pipe 002 be approved with quarterly monitoring, as
a grab sample.
If you have any questions please contact me or Steve Tedder at 336-771-4600.
cc: WSRO files

DENR/DW9
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0005266, Louisiana-Pacific Corporation
Roaring River Plant
Facility Information
Applicant/Facility Name:
Louisiana-Pacific Corporation / Roaring River Plant
Applicant Address:
P.O. Box 98, Roaring River, NC 28669
Facility Address:
Off of Hwy. 268, West of Roaring River
Permitted Flow
1.0 MGD (current)
1.5 MGD (requested expansion of flow)
Type of Waste:
97% Industrial, 3% Domestic
Facility/Permit Status:
Ma or modification - modification to include additional flow
Count
Wflkes
Miscellaneous
Receiving Stream:
Yadkin River
Re 'onal Office:
WSRO
Stream Classification:
C
Quad
C14NE, Roaring River
303(d) Listed?:
No
Permit Writer:
S. Wilson io
Subbasin:
030701 (Yadkin)
Date:
May 19, 2004
Drainage Area (mi2):
610
1
Summer 7Q10 (cfs)
228
30Q2 (cfs):
Average Flow (cfs):
976
IWC (%):
0.68 %
(at 1 MGD)
1%
(at 1.5 MGD)
Primary SIC Code:
2493
SUMMARY
Louisiana Pacific Corporation (LP) - Roaring River site manufactures smooth one-sided
hardboard. The facility purchases chips (softwood/hardwood) or chips scrap wood on -site, the
chips are washed/screened, the chips are digested/pulped, the pulp slurry is then molded,
then the resulting product is treated (via temperature/pressure) to make smooth one-sided
hardboard. There have been several changes since the previous permit (1999). This plant used
to manufacture both smooth one-sided hardboard and fiber cement board (the processing
plants are located adjacent to each other). After LP acquired the plant, it sold the fiber cement
board manufacturing portion. However, the fiber cement manufacturer (now held by
Certainteed) discharges its contact cooling water to LP's intake impoundment.
Due to the increase in fiber cement production and the decreased quality of the intake water
(because the fiber cement manufacturer discharges to the intake water for LP), as well as
projected production increases with hardboard, LP has requested an increase in flow from 1
MGD to 1.5 MGD. The facility is not requesting any increase in loading or limits (limits will
remain the same, with the exception of toxicity testing percentage and flow). The mill has been
operating at a flow of 1 MGD for over 20 years, even though production has increased over the
years. Various water conservation efforts have been made at the plant over the years, but
current conditions indicate the need to expand the wastewater flow (while leaving the loading
limits unchanged) due to the impact of the recycled process water on product quality.
LP Corporation Roaring River NC0005266
NPDES Renewal & Modification
Page 1

The current treatment system consists of a lift station for process flow (approximately 0.9028
MGD, 97% of the total flow), "flow meter, spill diversion/2 spill ponds, primary clarifier, influent
mixing box, aerated lagoon, secondary clarifier, backup lagoon, effluent mixing box, effluent
flow meter/sampling, DAF for residuals handling, residuals dewatering presses (land disposal
of residuals). A sanitary package plant handles approximately 0.03 MGD of flow (3% of total
flow). Effluent from the sanitary plant is routed to .the aerated lagoon.
To better treat the additional wastewater, LP intends to convert the existing primary clarifier to
equalization and add a primary DAF unit. The sanitary effluent flow will be diverted to the
effluent mixing box (taken out of the aerated lagoon). Both sanitary and process wastewater
streams will be mixed prior to effluent sampling and flow measurement.
An Engineering Alternatives Analysis was performed and discharge was found to be the most
feasible option for the additional 0.5 MGD of wastewater flow. With all alternatives, the
additional treatment would be added. POTW connection to North Wilkesboro is not an option
and there is not enough suitable land available for a nondischarge option. The Division of
Water Quality determined that the incremental impact of the increased wastewater flow would
not result in contravention of applicable water quality standards or loss of the river's
designated uses, so that expansion of the existing treatment plant and continued discharge to
the Yadkin River is the most feasible alternative.
As stated above, the facility is not requesting or anticipating any increase in load limits. The
expansion is for additional flow only. This permit reflects a renewal at the existing flow of 1
MGD and an expansion phase to 1.5 MGD. The permit reflects two phases due to the necessity
to add the components described previously (and to ensure that any existing components can
accommodate the increase in flow).
TOXICITY TESTING:
Current Requirement: Chronic P/F at 0.68%, January, April, July, October
Proposed Requirement: Chronic P/F at 1.0%, January, April, July, October.
The facility has had an exemplary toxicity monitoring record for the permit cycle.
COMPLIANCE SUMMARY: BASED ON THE PREVIOUS 2 YEARS
There are no outstanding and/or chronic compliance problems related to the NPDES permit.
However, the facility received a Notice of Deficiency, December 12, 2003, for an overflow of
effluent from the effluent mixing box (prior to sampling). The facility has not appeared on the
Quarterly NonCompliance Report (QNCR) for major facilities.
There were compliance issues related to hazardous waste at this facility. The adjacent
company, CertainTeed, was discharging wastewater of pH levels above 12.5 S.U. into LP's
intake impoundment. NC's Hazardous Waste Division has initiated Administrative Consent
Order's against both CertainTeed and LP for the discharge of hazardous waste and for the
acceptance of hazardous waste, respectively. Both actions lie in the office of the Attorney
General at this time. It is the NPDES Unit's understanding that since that time, LP has had
extended conversations with CertainTeed to persuade them to reduce their pH and solids levels.
Unfortunately, legal provisions in the sale to CertainTeed may prevent LP from taking action
against CertainTeed. Jesse Wells is the state contact for Haz Waste on this case.
INSTREAM MONITORING:
LP is not required to perform instream monitoring due to its participation in the Yadkin -Pee
Dee River Basin Association. The Association sampling points are on the Yadkin River at
Business Hwy. 421 (upstream of the discharge) and on the Yadkin River at Clingman Road near
Ronda (downstream of the discharge). Review of the coalition data did not indicate obvious
impacts - the data showed typical seasonal differentiation and no violations of instream the
instream dissolved oxygen standard.
Benthic sites along this portion of the Yadkin River are rated Good -Fair (near Wilkesboro) and
Good downstream near Elkin (approximately 22 miles downstream on the Yadkin). It is
difficult to assess the effect of the discharge on the Yadkin River, especially due to the high
dilution (IWC = 0.68%).
LP Corporation Roaring River NC0005266
NPDES Renewal & Modification
Page 2

PROPOSED CHANGES:
As discussed previously, LP has requested an increase in flow (to 1.5 MGD), but no increase in
load limits. The load limits in previous permits, as well as this proposed draft permit, are well
below effluent guideline -based limits (based on current production). The BOD5 and TSS limits
will remain the same.
Review of data for settleable solids indicates some elevated values during the winter months
(this is why the facility plans to add an additional primary DAF unit). The daily monitoring
requirement will remain for this permit cycle.
The total phenols data were reviewed for the past 2 years. The majority of values were reported
as below the detection level of 10 ug/1 (with the highest reported value as 24 ug/1). Total
phenols monitoring will be reduced from daily to weekly.
An internal Outfall 002 is proposed for the sanitary wastewater. This is proposed mainly to
ensure that the sanitary system is properly operated and maintained. No monitoring is
required - but the language in the permit is such that enforcement could be initiated if the
stated limits are not maintained.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: May 26, 2004 (est.)
Permit Scheduled to Issue: July 19, 2004 (est.)
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Susan Wilson at [phone] ext. 510.
REGIONAL OFFICE COMMENT:
-fl2 +�_ -'L - � r" -- a
LP Corporation Roaring River NC0005266
NPDES Renewal & Modification
Page 3

NOTES FOR APPLICATION OF GUIDELINES:
40 CPR 429 TIMBER, PRODUCTS PROCESSING POINT SOURCE CATEGORY
(SUBPART E WET PROCESS HARDBOARD SUBCATEGORY, 429.61)
This facility falls under Subpart E - Wet Process Hardboard Subcategory, Smooth One -Sided (S1 S)
The parameters and calculated limits presented here are for comparison purposes only. The current
limits are more restrictive than the guidelines project The existing limits were based on a negotiated
settlement in 1995. The facility had a history of high effluent solids, which contributed to degradation of
the downstream habitat of the Yadkin River. Significant improvements were made at the plant and this
portion of the Yadkin River is now benthically rated as Good/Fair.
Parameter
Daily max,
mg/1
Monthly avg.,
mg/1
BOD5
20.5
10.7
TSS
37.3
24.6
PH
6-9 (SU)
Average production:
1579.57 1bs/ 10001bs gross product
Parameter
Daily max,
Lbs/da
Monthly avg.,
Lbs/da
BOD5
32,381
15,796
TSS
58,918
38,857
PH
6-9 (SU)
LP Corporation Roaring River NC0005266
NPDES Renewal & Modification
Page 4

STATION
DATE
TIME
LU
p
Yadkin Instrearn Data
(around LP)
��
0 Y Y
a M E E E
W .H p p pH Q.
N
O
L
E
%
V
. U
Y
E
I
;
3
U
^
�
Z
p
a
Y
LI
a
Station
Date
Time
Depth
10.0 10rmk 300.0 300rmk
400.0 400rmk
94 94rmk 82079
82(
Q0450000
06/01/1998
19.0
9.6
7.0
47
4.8
Q0450000
07/13/1998
24.0
7.7
7.1
54
20
Q0450000
08/03/1998
22.0
7.7
6.9
48
8.5
Q0450000
08/18/1998
23.0
7.7
8.0
44
Q0450000
09/01/1998
23.0
7.1
7.4
53
8.7
Q0450000
10/05/1998
20.0
7.7
7.4
53
Q0450000
10/15/1998
15.5
8.5
7.6
61
17
Q0450000
11/09/1998
12.1
9.9
7.4
63
12.7
00450000
12/02/1998
9.0
10.4
7.4
61
10.4
Q0450000
01/04/1999
9:10 AM
0.01
2.5
12.6
7.2
53
6.9
Q0450000
02/03/1999
9:00 AM
0.01
7.0
12.4
7.6
46
12.9
00450000
03/08/1999
8:50 AM
0.01
6.0
12.2
7.3
50
7.4
00450000
04/01/1999
8:45 AM
0.01
10.5
11.1
7,7
62
20.5
Q0450000
05/03/1999
8:35 AM
0.01
13.2,
9.9
7.5
47
18.3
Q0450000
05/18/1999
8:40 AM
0.01
16.1
8.7 ..
72
63
00450000
06/07/1999
9:02 AM
0.01
17.8
8.4
6.9
58
16.2
Q0450000
06/14/1999
8:35 AM
0.01
18.8
7.9
6,8
60
Q0450000
07/12/1999
8:47 AM
0.01
20.9
8.0
7.0
60
26.9
Q0450000
07/19/1999
8:54 AM
0.01
21.2
8.0
6.9
53
Q0450000
08/02/1999
8:52 AM
0.01
23.1
6.6
7.4
67
15.3
Q0450000
08/16/1999
9:21 AM
0.01
22.9
7.2
6.5
63
Q0450000
09/13/1999
9:02 AM
0.01
18.0
8.0
6.8
69
25.1
Q0450000
09/20/1999
9:35 AM
0.01
16.5
8.3
6.8
65
Q0450000
10/11/1999
9:27 AM
0.01
18.2
8.4
7.6
61
25.8
Q0450000
11/01/1999
###4###
0.01
13.7
9.9
7.1
66
12.7
Q0450000
12/06/1999
9:07 AM
0.01
10.0
10.1
7.9
61
13.9
Q0450000
01/10/2000
8:40 AM
0.01
6.5
11.9
7.6
51
117
Q0450000
02/01/2000
#######
0.01
2.9
1.3.4
6.9
63
11
00450000
03/01/2000
1:00 PM
0.01
7.8
11.0
7.6
56
7.2
Q0450000
04/26/2000
#######
0.01
14.0
9.8
8.7
57
30.5
00450000
05/03/2000
1:10 PM
0.01
15.6
4.1
8.1
61
30.5
00450000
05/18/2000
7:20 AM
0.01
15.8
9.3
8.3
55
00450000
06/06/2000
#######
0.01
18.1
6.5
8.7
62
43.8
Q0450000
06/22/2000
1:00 PM
0.01
121.0 'E
8.4 E
8.6 E
68 E
Q0450000
07/05/2000
6:30 PM
0.01
22.6
7.9
7.8
65
38.3
Q0450000
07/19/2000
8:49 AM
0.01
22.5
7.5
7.1
71
00450000
08/07/2000
###.####
0.01
23.5
7.2
7.9
58
18.5
Q0450000
08/23/2000
#######
0.01
22.8
7.4
.8.4
81
00450000
09/21 /2000
8:01 AM
0.01
20.8
7.7
7.5
68
00450000
09/28/2000
9:03 AM
0.01
16.8
8.4
7.4
73
40.8
00450000
10/24/2000
9:57 AM
0.01
15.2
8.5
7.0
73
7.35
00450000
11 /28/2000
#######
0.01
7.4
12.2
7.3
140
2
00450000
12/18/2000
#######
0.01
4.3
12.4
7.2
101
7
Q0450000
01/08/2001
1:36 PM
0.01
3.8
13.0
7.4
79
4.4
Q0450000
02/06/2001
2:39 PM
0.01
6.1
13.1
7.4
132
2.3
Q0450000
03/07/2001
1:21 PM
0.01
7.6
12.8
7.3
80
1.8
00450000
04/02/2001
1:39 iPM
0.01
10.5
11.4
7.1
'58
16
00450000
05/08/2001
#######
.0.01
13.9
10.0
7.2
78
2.9
Q0450000
05/24/2001
#######
0.01
16.0
9.3
7.1
76
00450000
06/08/2001
1:17 PM
0.01
19.2
9.0
7.1
92
Q0450000
06/21/2001
#######
0.01
22.6
813
6.9
70
5.9
530

Yadkin Instream Data
(around LP)
2
w
0
�
E
Y
E
^
�
Y
~
E
U
E
>
.>
>
Z
�'
Li J
>
0.1
EE
x
E
i
3
3
v
a E
STATION
DATE
TIME
w
p
w
w
F
..
O O
p p
=
pH Q.
0
V
0
V
3
N
Q0450000
07/16/2001
7:27 AM
0.01
20.2
6.8
6.6
70
34
Q0450000
07/23/2001
8:10 AM
0.01
20.8
7.1
6.8
74
Q0450000
08/05/2001
5:21 PM
0.01
24.3
7.5
7.6
51
11
Q0450000
08/20/2001
6:52 AM
0.01
23.1
7.1
7.2
61
Q0450000
09/09/2001
3:52 PM
0.01
24.2
6.5
7.6
74
13
00450000
09/24/2001
6:57 AM
0.01
20.7
7.1
7.5
57
Q0450000
10/07/2001
4:14 PM
0.01
15.6
7.2
7.8
54
13
00450000
11/11/2001
3:44 PM
0.01
11.6
7.2
7.7
59
6
Q0450000
12/02/2001
3:39 PM
0.01
11.4
9.4
7.7
50 K
4.1
Q0450000
01/13/2002
3:37 PM
0.01
5.2
8.2
7.8
50 K
4.1
Q0450000
02/10/2002
3:06 PM
0.01
6.0
8.8
7.7
50 K
8.1
Q0450000
03/03/2002
3:01 PM
0.01
6.0
9.0
8.0
50 K
17
00450000
04/07/2002
3:24 PM
0.01
10.7
8.1
7.9
6.1
00450000
05/05/2002-
2748 PM,
0.01
15.1
7.1
8.1
50 K
11
00450000 ,.
05/29/2002
523,PM;
0.0.1
. 19.8.`
..,
6.0 ;_ •, .. }
c,;8.0
51
00450000
06/09/2002
2:43 PM
; ' 0.01
23.0
6.1
8.1.
74
11
Q0450000
06/26%2002
7:06 PM
0.01
24.3
6.0
8.1
139
Q0450000
07/07/2002
3:29 PM
0.01
24.8
6.0
8.1
81
10
Q0450000
07/24/2002
6:07 PM
6.01
25:2
5.8
8.0
124
Q0450000
08/04/2002
3:34 PM
0.10
25.8
5.8
8.0
74
5.4
Q0450000
08/20/2002
6:06 PM
0.10
25.7
5.5
7.9
149
Q0450000
09/09/2002
#######
0.10
23.7
5.7
8.1
101
Q0450000
09/22/2002
2:31 PM
0.10
22.3
5.9
7.9
87
7.9
Q0450000
10/06/2002
3:38 PM
0.01
21.7
6.0
7.9
52
8.3
00450000
11/03/2002
3:14 PM
0.01
11.1
8.2
7.8
50
3.8
Q0450000
12/01/2002
3:04 PM
0.01
6.3
8.4
7.8
50
3.2
Q0450000
01/05/2003
14:52
0.1
5.0
9.2
7.8
50
4.8
Q0450000
02/09/2003
15:00
0.1
3.9
9.8
7.8
52
2.3
00450000
03/16/2003
15:25
0.1
9.9
11.5
7.3
50 U
100
Q0450000
04/06/2003
15:06
0.1
13.4
10.8
7.3
55
5.1
Q0450000
05/11/2003
15:13
0.1
17.1
8.4
7.2
68
4.4
Q0450000
05/29/2003
6:31
0.1
16.8
8.4
7.3
59
Q0450000
06/08/2003
14:53
0.1
16.6
8.2
7.2
59
30.0
00450000
06/23/2003
12:04
0.1
19.7
8.3
7.3
68
00450000
07/13/2003
15:21
0.1
20.6
7.5
7.3
68
38.0
20.0
Q0450000
07/28/2003
10:02
0.1
23.2
6.3
7.3
70
Q0450000
08/11/2003
11:54
0.1
21.8
7.9
7.3
77
Q0450000
08/24/2003
14:47
0.1
21.2
6.3
7.2
61
11
7.8
Q0450000
09/08/2003
11:19
0.1
19.8
7.8
7.2
76
Q0450000
09/21 /2003
14:54
0.1
19.8
7.5
7.1
71
5.8
7.2
Q0450000
10/26/2003
14:41
0.1
12.3
9.1
7.2
64
11
8.7
Q0450000
11 /16/2003
15:00
0.1
12.3
9.9
7.4
52
3.4
5.0
Q0450000
12/07/2003
15:34
0.1
6.7
10.1
7.0
50 U
4.8
5.1
00720000
06/01/1998
19.5
9.2
7.0
54
4.5
00720000
07/13/1998
25.0
7.5
7.2
53
19
00720000
08/03/1998
22.0
6.8
7.2
55
9
Q0720000
08/18/1998
23.5
7.8
7.2
46
Q0720000
09/01/1998
24.0
7.7
7.6
61
9.6
Q0720000
10/05/1998
19.5
7.3
7.4
60
Q0720000
10/15/1998
14.5
7.1
7.9
91
11.9
Q0720000
11 /09/1998
110
11.0
7.3
67
8.6
2

STATION
DATE
TIME
d.
p
Yadkin Instream Data
(around LP)
Y
of E
a a� E E
I-LU -H p p
E
pH a
N
O
=
E_
--
>
U
e
EI
>
U
>
Z
'a
Y
E
LI
v
Q0720000
12/02/1998
8.5
10.3
7.7
64
10.8
Q0720000
01 /04/1999
#######
0.01
1.0
11.9
7.4
75
14
Q0720000
02/03/1999
#######
0.01
6.5
10.6
7.5
49
14.4
Q0720000
03/08/1999
9:55 AM
0.01
6.0
11.6
7.7
56
6.1
00720000
04/01/1999
9:45 AM
0.01
10.2
11.2
7.9
62
14.7
Q0720000
05/03/1999
9:43 AM
0.01
13.5
9.7
7.9
48
15.9
Q0720000
05/18/1999
9:20 AM
0.01
18.0
8.2
7.4
59
00720000
06/07/1999
#######
0.01
20.4
7.8
7.2
62
12.7
Q0720000
06/14/1999
9:20 AM
0.01
21.5
7.1
6.9
63
00720000
07/12/1999
9:52 AM
0.01
20.7
7.8
7.0
56
14
Q0720000
07/19/1999
9:37 AM
0.01
22.6
7.5
7.0
57
Q0720000
08/02/1999
9:50 AM
0.01
25.2
6.9
7.4
66
15.2
Q0720000
08/16/1999
#######
0.01
24.5
6.5
6.7 ,
66
Q0720000
09/13/1999
#######
0.01
17.0
8.6
6.8
66
24.2
Q0720000
09/20/1999
#######
0.01
16.0
8.8.
6.7
74
1
Q0720000
10/11/1999
#######
0.01
17.8
8.5
7.2
56
28.1
Q0720000
11/01/1999
#######
0.01
14.0
10.1
7.0
64
10.6
Q0720000
12/06/1999
#######
0.01
9.8
10.7
7.7
61
9.9
Q0720000
01/10/2000
#######
0.01
5.7
11.8
7.4
56
95
Q0720000
02/01/2000
#######
0.01
2.3
12.3
7.1
75
8.1
Q0720000
03/01/2000
2:20 PM
0.01
9.0
12.6
7.6
58
14
Q0720000
04/26/2000
1:21 PM
0.01
13.4
9.9
8.1
50
22.4
Q0720000
05/03/2000
2:06 PM
0.01
17.0
6.7
7.6
56
15.7
Q0720000
05/18/2000
8:35 AM
0.01
17.7
8.3
7.7
66
00720000
06/06/2000
1:11 PM
0.01
19.3
6.3
8.1
65
58.5
Q0720000
06/22/2000
1:45 PM
0.01
23.4 E
7.0 E
7.7 E
74 E
Q0720000
07/05/2000
5:41 PM
0.01
24.4
7.6
8.1
63
26.4
Q0720000
07/19/2000
9:50 AM
0.01
24.2
7.3
7.2
71
Q0720000
08/07/2000
#######
0.01
24.6
6.9
7.2
63
16.5
00720000
08/23/2000
#######
0.01
23.2
7.2
8.1
77
00720000
09/21 /2000
8:59 AM
0.01
20.9
7.7
7.0
71
Q0720000
09/28/2000
9:59 AM
0.01
16.4
9.0
6.9
65
42.5
Q0720000
10/24/2000
#######
0.01
15.5
8.0
7.1
71
9.04
00720000
11 /28/2000
#######
0.01
7.9
9.4
7.3
61
2.7
Q0720000
12/18/2000
1:16 PM
0.01
3:8
11.9
7.3
58
48
Q0720000
01/08/2001
2:34 PM
0.01
3.8
12.7
7.4
55
2
Q0720000
02/06/2001
3:38 PM
0.01
5.8
10.6
7.4
78
3.2
Q0720000
03/07/2001
2:15 PM
0.01
7.1
11.4
7.4
67
2
Q0720000
04/02/2001
2:34 PM
0.01
12.0
10.1
7.2
47
13
00720000
05/08/2001
1:16 PM
0.01
17.1
8.7
7.1
71
3.4
Q0720000
05/24/2001
#######
0.01
18.7
7.4
7.1
61
Q0720000
06/08/2001
2:05 PM
0.01
20.8
6.7
7.1
71
Q0720000
06/21/2001
#######
0.01
24.8
7.1
7.1
73
5.1
Q0720000
07/16/2001
8:05 AM
'0.01
21.9
6.4
6.9
68
23
Q0720000
07/23/2001
9:09 AM
0.01
21.3
6.6
7.3
63
00720000
08/05/2001
6:07 PM
0.01
24.0
7.6
7.2
50 K
10
Q0720000
08/20/2001
7:36 AM
0.01
23.5
6.6
7.1
52
00720000
09/09/2001
4:39 PM
0.01
23.8
6.4
7.8
62
18
Q0720000
.09/24/2001
7:36 PM
0.01
21.2
6.8
7.4
69
00720000
10/07/2001
5:14 PM
0.01
16.8
6.9
7.7
65
12
00720000
11/11/2001
4:24 PM
0.01
12.3
6.9
7.5
72
5.3
3
_l
E

STATION
DATE
TIME
_
n
p
Yadkin Instream Data
(around LP)
Y ^
J
° EI p) Y Y
a s E E E
M I yl
p p pH a
w
O
t
E
>
C1
3
C
U
Y
E
i
>
C1
C
U
^
D
Z
v
F�
E
LI
v
FO-
Q0720000
12/02/2001
4:23 PM
0.01
12.2
9.1
7.9
56
9.5
00720000
01/13/2002
4:19 PM
0.01
5.7
8.7
7.9
61
5.4
Q0720000
02/10/2002
3:52 PM
0.01
6.6
9.4
7.7
50 K
7.7
Q0720000
03/03/2002
3:46 PM
0.01
6.5
9.7
8.2
50 K
29
Q0720000
04/07/2002
4:09 PM
0.01
11.3
8.9
8.0
7.2
Q0720000
05/05/2002
3:33 PM
0.01
15.6
7.8
8.2
50
24
Q0720000
05/29/2002
5:57 PM
0.01
20.5
6.2
8.1
50 K
Q0720000
06/09/2002
3:27 PM
0.01
23.8
6.4
8.4
77
11
00720000
06/26/2002
7:47 PM
0.01
25.2
6.2
8.3
151
Q0720000
07/07/2002
4:11 PM
0.01
25.7
6.3
8.2
93
15
Q0720000
07/24/2002
6:43 PM
0.01
25.9
6.0
8.2
158
Q0720000
08/04/2002
4:14 PM
0.10
26.4
6.1
8.1
93
7.3
Q0720000
08/20/2002
6:46 PM
0.10
26.2
5.7
8.0
165
Q0720000
09/09/2002
#######
0.10
24.1
6.0
8.2
118
00720000
09/22/2002
. 3:1,1 PM
0.10
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104
17
Q0720000
10/06/2002.
4:21 • PM
0.01
22.1
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69
16
Q0720000
11/03/2002
4:08 PM
0.01
11.8
7.9
8.0
50
6.1
00720000
12/01 /2002
3:50 PM
0.01
6.8
9.0
7.9
57
4.1
00720000
01 /05/2003
15:42
0.1
'5.4
9.7
8.0
50
6.0
00720000
02/09/2003
15:43
0.1
4.1
10.2
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3.8
Q0720000
03/16/2003
16:22
0.1
102
11.2
6.7
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200
Q0720000
04/06/2003
15:57
0.1
13.7
10.6
7.2
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6.7
Q0720000
05/11/2003
15:58
0.1
17.4
8.4
7.2
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6.9
Q0720000
05/29/2003
6:52
0.1
17.0
8.5
7.3
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Q0720000
06/08/2003
15:40
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16.9
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40.0
Q0720000
06/23/2003
12:45
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Q0720000
07/13/2003
16:06
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45.0
Q0720000
07/28/2003
10:38
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00720000
08/11/2003
12:33
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Q0720000
08/24/2003
15:37
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24
00720000
09/08/2003
11:56
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Q0720000
09/21/2003
15:44
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10
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10/26/2003
15:32
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12.6
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5.6
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11/16/2003
15:48
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12.6
10.0
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4.2
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12/07/2003
15:58
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6.5
10.9
6.9
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5.0
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12
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•
Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
1
1 2000
mgd
.8773
1
2 2000
mgd
.8588
1
3 2000
mgd
.8655
1
4 2000
mgd
.8756
1
5 2000
mgd
.8969
1
6 2000
mgd
.5462
1
7 2000
mgd
.4697
1
8 2000
mgd
.4932
1
9 2000
mgd
.4644
1
10 2000
mgd
.5418
1
11 2000
mgd
.5102
1
12 2000
mgd
.4398
1
13 2000
mgd
.304
1
14 2000
mgd
.3842
1
15 2000
mgd
.3991
1
16 2000
mgd
.5981
1
17 2000
mgd
.4684
1
18 2000
mgd
.4897
1
19 2000
mgd
.5104
1
20 2000
mgd
.686
1
21 2000
mgd
.8971
1
22 2000
mgd
.9578
1
23 2000
mgd
.9188
1
24 2000
mgd
.8567
1
25 2000
mgd
.845
1
26 2000
mgd
.9048
1
27 2000
mgd
.9015
1
28 2000
mgd
.8062
1
29 2000
mgd
.7778
1
30 2000
mgd
.7761
1
31 2000
mgd
.6816
2
1 2000
mgd
.7191
2
2 2000
mgd
.7305
2
3 2000
mgd
.7952
2
4 2000
mgd
.8718
2
5 2000
mgd
.8931
2
6 2000
mgd
.8217
2
7 2000
mgd
.8354
2
8 2000
mgd
.9763
2
9 2000
mgd
.7141
2
10 2000
mgd
.8325
2
11 2000
mgd
.826
2
12 2000
mgd
1.023
2
13 2000
mgd
.3658
2
14 2000
mgd
.5637
2
15 2000
mgd
.685
2
16 2000
mgd
.8627
2
17 2000
mgd
.8941
2
18 2000
mgd
1.0823
2
19 2000
mgd
.9469
2
20 2000
mgd
1.0276
2
21 2000
mgd
1.07
2
22 2000
mgd
.9929
2
23 2000
mgd
.9412
2
24 2000
mgd
.9781

k L\
Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
2
25
2000
mgd
.9857
2
26
2000
mgd
1.008
2
27
2000
mgd
1.0891
2
28
2000
mgd
.8633
2
29
2000
mgd
1.0388
3
1
2000
mgd
.9748
3
2
2000
mgd
.8698
3
3
2000
mgd
.7269
3
4
2000
mgd
.7625
3
5
2000
mgd
.7847
3
6
2000
mgd
.7956
3
7
2000
mgd
.8239
3
8
2000
mgd
.8479
3
9
2000
mgd
.8534
3
10
2000
mgd
.934
3
11
2000
mgd
.8611
3
12
2000
mgd
.9877
3
13
2000
mgd
.8412
3
14
2000
mgd
.4849
3
15
2000
mgd
.666
3
16
2000
mgd
1.0106
3
17
2000
mgd
.7162
3
18
2000
mgd
.8343
3
19
2000
mgd
.8511
3
20
2000
mgd
.8135
3
21
2000
mgd
.7192
3
22
2000
mgd
1.1226
3
23
2000
mgd
.968
3
24
2000
mgd
.7988
3
25
2000
mgd
.8806
3
26
2000
mgd
.8441
3
27
2000
mgd
.9022
3
28
2000
mgd
.8405
3
29
2000
mgd
.8333
3
30
2000
mgd
.864
3
31
2000
mgd
.7415
4
1
2000
mgd
.7271
4
2
2000
mgd
.8042
4
3
2000
mgd
.9832
4
4
2000
mgd
.8661
4
5
2000
mgd
.6653
4
6
2000
mgd
.6276
4
7
2000
mgd
.7196
4
8
2000
mgd
.9127
4
9
2000
mgd
.9577
4
10
2000
mgd
.8322
4
11
2000
mgd
.789
4
12
2000
mgd
.647
4
13
2000
mgd
.6286
4
14
2000
mgd
.6778
4
15
2000
mgd
.794
4
16
2000
mgd
.7121
4
17
2000
mgd
.7412
4
18
2000
mgd
.6261
4
19
2000
mgd
2.8784

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
4
20
2000
mgd
.9462
4
21
2000
mgd
.9038
4
22
2000
mgd
.8852
4
23
2000
mgd
.7608
4
24
2000
mgd
.7312
4
25
2000
mgd
.7001
4
26
2000
mgd
.7901
4
27
2000
mgd
.835
4
28
2000
mgd
.7939
4
29
2000
mgd
.7987
4
30
2000
mgd
.7808
5
1
2000
mgd
.6001
5
2
2000
mgd
.7628
5
3
2000
mgd
1.0109
5
4
2000
mgd
.8171
5
5
2000
mgd
.8916
5
6
2000
mgd
.7627
5
7
2000
mgd
.8387
5
8
2000
mgd
.8692
5
9
2000
mgd
.9378
5
10
2000
mgd
.9489
5
11
2000
mgd
1.0113
5
12
2000
mgd
.9749
5
13
2000
mgd
.9129
5
14
2000
mgd
.9047
5
15
2000
mgd
.8557
5
16
2000
mgd
.7397
5
17
2000
mgd
.7433
5
18
2000
mgd
.6959
5
19
2000
mgd
1.0776
5
20
2000
mgd
1.1568
5
21
2000
mgd
.9352
5
22
2000
mgd
.8646
5
23
2000
mgd
.893
5
24
2000
mgd
.8482
5
25
2000
mgd
.8521
5
26
2000
mgd
.7676
5
27
2000
mgd
.7624
5
28
2000
mgd
.8327
5
29
2000
mgd
.7281
5
30
2000
mgd
.6236
5
31
2000
mgd
.7141
6
1
2000
mgd
.7839
6
2
2000
mgd
.754
6
3
2000
mgd
.728
6
4
2000
mgd
.7046
6
5
2000
mgd
.7809
6
6
2000
mgd
.7943
6
7
2000
mgd
.7274
6
8
2000
mgd
.7793
6
9
2000
mgd
.7807
6
10
2000
mgd
.7337
6
11
2000
mgd
.756
6
12
2000
mgd
.8944
6
13
2000
mgd
3.7515

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
6
14
2000
mgd
.8087
6
15
2000
mgd
.829
6
16
2000
mgd
.8198
6
17
2000
mgd
.7644
6
18
2000
mgd
.7148
6
19
2000
mgd
1.0873
6
20
2000
mgd
1.0287
6
21
2000
mgd
1.0246
6
22
2000
mgd
1.0124
6
23
2000
mgd
1.0863
6
24
2000
mgd
1.1884
6
25
2000
mgd
1.1937
6
26
2000
mgd
1.357
6
27
2000
mgd
1.1584
6
26
2000
mgd
1.268
6
29
2000
mgd
1.2869
6
30
2000
mgd
1.1655
7
1
2000
mgd
.7609
7
2
2000
mgd
.2808
7
3
2000
mgd
.1013
7
4
2000
mgd
.1081
7
5
2000
mgd
7
6
2000
mgd
7
7
2000
mgd
7
8
2000
mgd
7
9
2000
mgd
7
10
2000
mgd
7
11
2000
mgd
7
12
2000
mgd
7
13
2000
mgd
7
14
2000
mgd
7
15
2000
mgd
7
16
2000
mgd
7
17
2000
mgd
1.0047
7
18
2000
mgd
1.1145
7
19
2000
mgd
1.125
7
20
2000
mgd
1.1732
7
21
2000
mgd
1.176
7
22
2000
mgd
1.1494
7
23
2000
mgd
1.1554
7
24
2000
mgd
1.043
7
25
2000
mgd
1.1539
7
26
2000
mgd
1.305E
7
27
2000
mgd
1.2605
7
28
2000
mgd
1.2185
7
29
2000
mgd
1.2884
7
30
2000
mgd
1.2471
7
31
2000
mgd
1.198
8
1
2000
mgd
1.0142
8
2
2000
mgd
.409
8
3
2000
mgd
.601
8
4
2000
mgd
.563
8
5
2000
mgd
.64
8
6
2000
mgd
.6907
8
7
2000
mgd
4.6973

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
8
8
2000
mgd
.7611
8
9
2000
mgd
.8376
8
10
2000
mgd
.8257
8
11
2000
mgd
.7911
8
12
2000
mgd
.7875
8
13
2000
mgd
.7075
8
14
2000
mgd
.7909
8
15
2000
mgd
.8036
8
16
2000
mgd
.7765
8
17
2000
mgd
.7417
8
18
2000
mgd
.8521
8
19
2000
mgd
.7068
8
20
2000
mgd
.6669
8
21
2000
mgd
.723
8
22
2000
mgd
.7248
8
23
2000
mgd
.7184
8
24
2000
mgd
.6613
8
25
2000
mgd
.8538
8
26
2000
mgd
.2998
8
27
2000
mgd
8
28
2000
mgd
8
29
2000
mgd
8
30
2000
mgd
8
31
2000
mgd
9
1
2000
mgd
9
2
2000
mgd
9
3
2000
mgd
9
4
2000
mgd
9
5
2000
mgd
9
6
2000
mgd
9
7
2000
mgd
9
8
2000
mgd
9
9
2000
mgd
9
10
2000
mgd
9
11
2000
mgd
.8749
9
12
2000
mgd
.7829
9
13
2000
mgd
.8391
9
14
2000
mgd
.9949
9
15
2000
mgd
.8367
9
16
2000
mgd
.6782
9
17
2000
mgd
.6288
9
18
2000
mgd
.8852
9
19
2000
mgd
.8666
9
20
2000
mgd
.7188
9
21
2000
mgd
.8592
9
22
2000
mgd
1.0502
9
23
2000
mgd
.1351
9
24
2000
mgd
9
25
2000
mgd
9
26
2000
mgd
9
27
2000
mgd
9
28
2000
mgd
9
29
2000
mgd
9
30
2000
mgd
10
1
2000
mgd
rj

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
10
2
2000
mgd
10
3
2000
mgd
10
4
2000
mgd
10
5
2000
mgd
10
6
2000
mgd
10
7
2000
mgd
.9663
10
8
2000
mgd
.8161
10
9
2000
mgd
.7327
10
10
2000
mgd
1.0997
10
11
2000
mgd
.9631
10
12
2000
mgd
.788
10
13
2000
mgd
1.06
10
14
2000
mgd
1.083
10
15
2000
mgd
.9154
10
16
2000
mgd
.7888
10
17
2000
mgd
.7474
10
18
2000
mgd
.8637
10
19
2000
mgd
.955
10
20
2000
mgd
.863
10
21
2000
mgd
.8127
10
22
2000
mgd
.8513
10
23
2000
mgd
.953
10
24
2000
mgd
.8883
10
25
2000
mgd
.9754
10
26
2000
mgd
.9584
10
27
2000
mgd
.9796
10
28
2000
mgd
.815
10
29
2000
mgd
.7387
10
30
2000
mgd
.9317
10
31
2000.
mgd
.8724
11
1
2000
mgd
.948
11
2
2000
mgd
.7615
11
3
2000
mgd
.8288
11
4
2000
mgd
1.0566
11
5
2000
mgd
.9397
11
6
2000
mgd
.9239
11
7
2000
mgd
.9375
11
8
2000
mgd
.9397
11
9
2000
mgd
.992
11
10
2000
mgd
.9517
11,
11
2000
mgd
.1791
11
12
2000
mgd
11
13
2000
mgd
11
14
2000
mgd
11
15
2000
mgd
11
16
2000
mgd
11
17
2000
mgd
11
18
2000
mgd
11
19
2000
mgd
11
20
2000
mgd
11
21
2000
mgd
11
22
2000
mgd
11
23
2000
mgd
11
24
2000
mgd
11
25
2000
mgd
6.6717

Louisiana Pacific Corpor
50050 -
Flow, i
' NC0005266
Month Day
Year
Comment
UoM
Value Modifie
11
26
2000
mgd
.2746
11
27
2000
mgd
.7448
11
28
2000
mgd
.9959
11
29
2000
mgd
1.1209
11
30
2000
mgd
1.0756
12
1
2000
mgd
.772
12
2
2000
mgd
.753
12
3
2000
mgd
.765
12
4
2000
mgd
.8698
12
5
2000
mgd
.7601
12
6
2000
mgd
.8155
12
7
2000
mgd
.775
12
8
2000
mgd
1.0714
12
9
2000
mgd
1.2046
12
10
2000
mgd
1.1342
12
11
2000
mgd
1.2065
12
12
2000
mgd
.8669
12
13
2000
mgd
.7905
12
14
2000
mgd
.7354
12
15
2000
mgd
.8427
12
16
2000
mgd
1.0048 ,
12
17
2000
mgd
.8794
12
18
2000
mgd
.9587
12
19
2000
mgd
.5264
12
20
2000
mgd
.6869
12
21
2000
mgd
.641
12
22
2000
mgd
.649
12
23
2000
mgd
.2431
1
7
2001
mgd
.3898
1
8
2001
mgd
.6146
1
9
2001
mgd
.7897
1
10
2001
mgd
.9587
1
11
2001
mgd
.9586
1
12
2001
mgd
.9167
1
13
2001
mgd
.8496
1
14
2001
mgd
.6162
1
15
2001
mgd
.7103
1
16
2001
mgd
.6239
1
17
2001
mgd
.6603
1
18
2001
mgd
.6041
1
19
2001
mgd
1.2336
1
20
2001
mgd
.92
1
21
2001
mgd
.776
1
22
2001
mgd
.6783
1
23
2001
mgd
.9548
1
24
2001
mgd
.839
1
25
2001
mgd
.8077
1
26
2001
mgd
1.1672
1
27
2001
mgd
•.7159
1
28
2001
mgd
.6883
1
29
2001
mgd
.9674
1
30
2001
mgd
.9335
1
31
2001
mgd
.9381
2
1
2001
mgd
.8378
2
2
2001
mgd
7.4826

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
2
3
2001
mgd
.5461
2
4
2001
mgd
.8244
2
5
2001
mgd
1.1449
2
6
2001
mgd
.9432
2
7
2001
mgd
.7956
2
8
2001
mgd
.8333
2
9
2001
mgd
1.0802
2
10
2001
mgd
.8934
2
11
2001
mgd
.6657
2
12
2001
mgd
.7564
2
13
2001
mgd
1.0087
2
14
2001
mgd
.7859
2
15
2001
mgd
.9684
2
16
2001
mgd
1.2371
2
17
2001
mgd
1.0764
2
18
2001
mgd
1.0408
2
19
2001
mgd
.8257
2
20
2001
mgd
.9458
2
21
2001
mgd
1.0271
2
22
2001
mgd
.9089
2
23
2001
mgd
1.0026
2
24
2001
mgd
.8744
2
25
2001
mgd
.9542
2
26
2001
mgd
.8198
2
27
2001
mgd
.8762
2
28
2001
mgd
.9149
3
1
2001
mgd
.8964
3
2
2001
mgd
1.0335
3
3
2001
mgd
.7899
3
4
2001
mgd
.8412
3
5
2001
mgd
.8754
3
6
2001
mgd
.8807
3
7
2001
mgd
.7185
3
8
2001
mgd
.7663
3
9
2001
mgd
.7807
3
10
2001
mgd
.7841
3
11
2001
mgd
.8546
3
12
2001
mgd
1.092
3
13
2001
mgd
.9541
3
14
2001
mgd
.9524
3
15
2001
mgd
.8796
3
16
2001
mgd
.9341
3
17
2001
mgd
.7109
3
18
2001
mgd
.8721
3
19
2001
mgd
.9372
3
20
2001
mgd
.8963
3
21
2001
mgd
.9949
3
22
2001
mgd
.9004
3
23
2001
mgd
.9645
3
24
2001
mgd
.9598
3
25
2001
mgd
.8973
3
26
2001
mgd
.9324
3
27
2001
mgd
1.0318
3
28
2001
mgd
.8471
3
29
2001
mgd
8 .981

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
3
30
2001
mgd
1.0856
3
31
2001
mgd
1.0854
4
1
2001
mgd
8986
4
2
2001
mgd
.9601
4
3
2001
mgd
.9704
4
4
2001
mgd
.9791
4
5
2001
mgd
.9404
4
6
2001
mgd
.8099
4
7
2001
mgd
1.0125
4
8
2001
mgd
.7924
4
9
2001
mgd
.9241
4
10
2001
mgd
.9529
4
11
2001
mgd
.9302
4
12
2001
mgd
.8607
4
13
2001
mgd
.8569
4
14
2001
mgd
.752
4
15
2001
mgd
.8524
4
16
2001
mgd
.7441
4
17
2001
mgd
.7285
4
18
2001
mgd
.7539
4
19
2001
mgd
.759
4
20
2001
mgd
.8329
4
21
2001
mgd
.9224
4
22
2001
mgd
.8267
4
23
2001
mgd
.7867
4
24
2001
mgd
.8652
4
25
2001
mgd
.832
4
26
2001
mgd
.8166
4
27
2001
mgd
.7581
4
28
2001
mgd
.7978
4
29
2001
mgd
.8901
4
30
2001
mgd
.7757
5
1
2001
mgd
.7226
5
2
2001,
mgd
.8311
5
3
2001
mgd
.9094
5
4
2001
mgd
.8203
5
5
2001
mgd
.7739
5
6
2001
mgd
.7858
5
7
2001
mgd
.8757
5
8
2001
mgd
.8524
5
9
2001
mgd
.9438
5
10
2001
mgd
.8291
5
11
2001
mgd
.7763
5
12
2001
mgd
.781
5
13
2001
mgd
.805
5
14
2001
mgd
.8752
5
15
2001
mgd
.9459
5
16
2001
mgd
.9323
5
17
2001
mgd
.9328
5
18
2001
mgd
.9314
5
19
2001
mgd
.9136
5
20
2001
mgd
1.0024
5
21
2001
mgd
.7335
5
22
2001
mgd
.8979
5
23
2001
mgd
9.8289

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
5
24 2001
mgd
.8839
5
25 2001
mgd
.8737
5
26 2001
mgd
:8361
5
27 2001
mgd
.8017
5
28 2001
mgd
.8563
5
29 2001
mgd
.6926
5
30 2001
mgd
.8974
5
31 2001
mgd
.8204
6
1 2001
mgd
.9292
6
2 2001
mgd
.8263
6
3 2001
mgd
.8236
6
4 2001
mgd
.8644
6
5 2001
mgd
.8338
6
6 2001
mgd
.9424
6
7 2001
mgd
.8792
6
8 2001
mgd
.8114
6
9 2001
mgd
.8644
6
10 2001
mgd
.9051
6
11 2001
mgd
.9454
6
12 2001
mgd
.9104
6
13 2001
mgd
.9001
6
14 2001
mgd
.8865
6
15 2001
mgd
.963
6
16 2001
mgd
.9908
6
17 2001
mgd
.8804
6
18 2001
mgd
.8563
6
19 2001
mgd
.8493
6
20 2001
mgd
.8108
6
21 2001
mgd
.7426
6
22 2001
mgd
1.0857
6
23 2001
mgd
.9973
6
24 2001
mgd
.9009
6
25 2001
mgd
1.0526
6
26 2001
mgd
1.1169
6
27 2001
mgd
1.0765
6
28 2001
mgd
1.0536
6
29 2001
mgd
1.0395
6
30 2001
mgd
.9808
7
1 2001
mgd
.937
7
2 2001
mgd
.952
7
3 2001
mgd
.9749
7
4 2001
mgd
1.0676
7
5 2001
mgd
1.043
7
6 2001
mgd
.9003
7
7 2001
mgd
.9046
7
8 2001
mgd
.9768
7
9 2001
mgd
.9634
7
10 2001
mgd
.8709
7
11 2001
mgd
.8172
7
12 2001
mgd
.7982
7
13 2001
mgd
.8662
7
14 2001
mgd
.8708
7
15 2001
mgd
.8234
7
16 2001
mgd
.7641
7
17 2001
mgd
108862
1

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
LloM
Value Modifie
7
18 2001
mgd
.898
7
19 2001
mgd
.8935
7
20 2001
mgd
.8895
7
21 2001
mgd
.8693
7
22 2001
mgd
.9555
7
23 2001
mgd
.9847
7
24 2001
mgd
1.0767
7
25 2001
mgd
1.1688
7
26 2001
mgd
1.0736
7
27 2001
mgd
1.0168
7
28 2001
mgd
.9716
7
29 2001
mgd
1.0172
7
30 2001
mgd
.9783
7
31 2001
mgd
.9363
8
1 2001
mgd
.8646
8
2 2001
mgd
.8768
8
3 2001
mgd
.8865
8
4 2001
mgd
.8587
8
5 2001
mgd
.8205
8
6 2001
mgd
.8157
8
7 2001
mgd
.7968
8
8 2001
mgd
.8994
8
9 2001
mgd
.9558
8
10 2001
mgd
.8797
8
11 2001
mgd
.9
B
12 2001
mgd
.9408
8
13 2001
mgd
.985
8
14 2001
mgd
1.0025
8
15 2001
mgd
1.0188
8
16 2001
mgd
1..0022
8
17 2001
mgd
.9524
8
18 2001
mgd
.9531
8
19 2001
mgd
.929
8
20 2001
mgd
.8894
8
21 2001
mgd
.8649
8
22 2001
mgd
.8262
B
23 2001
mgd
.9629
8
24 2001
mgd
.9576
8
25 '2001
mgd
.9376
8
26 2001
mgd
.9914
8
27 2001
mgd
.9994
8
28 2001
mgd
1.0347
8
29, 2001
mgd
.9993
8
30 2001
mgd
1.0113
B
31 2001
mgd
1.0064
9
1 2001
mgd
.9774
9
2 2001
mgd
.93
9
3 2001
mgd
1.0166
9
4 2001
mgd
.9906
9
5 2001
mgd
.905
9
6 2001
mgd
.8816
9
7 2001
mgd
.8369
9
8 2001
mgd '
.8187
9
9 2001
mgd
.8573
9
10 2001
mgd
11.9487

Louisiana Pacific Corpor
N00005266
Month Dav
50050 - Flow, i
Year Comment
9 11 2001
9 12 2001
9 13 2001
9 14 2001
9 15 2001
9 16 2001
9 17 2001
9 18 2001
9 19 2001
9 - 20 2001
9 21 2001
9 22 2001
9 23 2001
9 24 2001
9 25 2001
9 26 2001
9 27 2001
9 28 2001
9 29 2001
9 30 2001
10 1 2001
10 2 2001
10 3 2001
10 4 2001
10 5 2001
10 6 2001
10 7 2001
10 8 2001
10 9 2001
10 10 2001
10 11 2001
10 12 2001
10 13 2001
10 14 2001
10 15 2001
10 16 2001
10 17 2001
10 18 2001
10 19 2001
10 20 2001
10 21 2001
10 22 2001
10 23 2001
10 24 2001
10 25 2001
10 26 2001
10 27 2001
10 28 2001
10 29 2001
10 30 2001
10 31 2001
11 1 2001
11 2 2001
11 3 2001
11 4 2001
UoM
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
mgd
Value Modifie
.928.1
.9681
1.0768
1.0897
1.1411
1.1361
1.2832
1.1551
1.1865
1.0973
1.0874
1.0657
1.0245
1.101
.7574
.6815
.8385
.8017
.8167
.7805
.8082
.8374
.8305
.8613
.8774
.8527
.8308
.8468
.9457
.9255
1.0008
1.1276
1.0008
1.0508
1.0186
.9839
1.026
1.1294
.977
1.0003
1.006
.9248
1.1229
.9666
.9717
.8734
.9011
.8521
.8309
.8284
.8466
1.2125
1.006
1.0171
15).0699
II

• Louisiana Pacific Corpor
50050 - Flow, i
a
NC0005266
Month ,Day
Year Comment
1.10M
Value'Modifie
11
5
2001
mgd
1.1353
11
6
2001
mgd
.9315
11
7
2001
mgd
.8582
11
8
2001
mgd
.9495
11
9
2001
mgd
.9346
11
10
2001
mgd
.9785
11
11
2001
mgd
.9894
11
12
2001
mgd
.9161
11
13
2001
mgd
.927
11
14
2001
mgd
1.0196
11
15
2001
mgd
1.0016
11
16
2001
mgd
.9835
11
17
2001
mgd
.9264
11
18
2001
mgd
.913
11
1.9
2001
mgd
1.0151
11
20
2001
mgd
.9979
11
21
2001
mgd
.8915
11
22
2001
mgd
.8164
11
23
2001
mgd
.924
11
24
2001
mgd
.9937
11
25
2001
mgd
1.0488
11
26
2001
mgd
.9661
11
27
2001
mgd
9456
11
28
2001
mgd
.9658
11
29
2001
mgd
.8736
11
30
2001
mgd
.8073
12
1
2001
mgd
.8453
12
2
2001
mgd
.8133
12
3
2001
mgd
.8544
12
4
2001
mgd
.935
12
5
2001
mgd
1.039
12
6
2001
mgd
1.0519
12
7
2001
mgd
1.062
12
8
2001
mgd
.968
12
9
2001
mgd
.8912
12
10
2001
mgd
1.0331
12
11
2001
mgd
1.0283
12
12
2001
mgd
.933
12
13
2001
mgd
.9749
12
14
2001
mgd
.9546
12
15
2001
mgd
.9275
12
16
2001
mgd
1.1228
12
17
2001
mgd
1.987
12
18
2001
mgd
.974
12
19
2001
mgd
1.0107
12
20
2001
mgd
1.0371
12
21
2001
mgd
1.0175
12
22
2001
mgd
1.0813
12
23
2001
mgd
.6604
12
24
2001
mgd
.4985
12
25
2001
mgd
.4282
12
26
2001
mgd
1.0567
12
27
2001
mgd
1.1209
12
28
2001
mgd
1.0537
12
29
2001
mgd
138596

Louisiana Pacific Corpor
50050 - Flow, 1
NC0005266
Month Day
Year Comment
1IOM
Value Modifie
12
30
2001
mgd
.796
12
31
2001
mgd
.768
1
1
2002
mgd
.7823
1
2
2002
mgd
.8281
1
3
2002
mgd
.8661
1
4
2002
mgd
.8283
1
5
2002
mgd
.8035
1
6
2002
mgd
.9058
1
7
2002
mgd
.9357
1
8
2002
mgd
.9983
1
9
2002
mgd
.9491
1
10
2002
mgd
.9623
1
11
'2002
mgd
1.1227
1
12
2002
mgd
1.0953
1
13
2002
mgd
.9221
1
14
2002
mgd
1.2489
1
15
2002
mgd
1.1386
1
16
2002
mgd
1.1197
1
17
2002
mgd
1.1413
1
18
2002
mgd
1.1918
1
19
2002
mgd
1.4159
1
20
2002
mgd
.9911
1
21
2002
mgd
.5303
1
22
2002
mgd
.4046
1
23
2002.
mgd
.3361
1
24
2002
mgd
.1815
1
25
2002
mgd
.0703
1
26
2002
mgd
.1106
1
27
2002
mgd
.179
1
28
2002
mgd
.2215
1
29
2002
mgd
.6658
1
30
2002
mgd
.7691
1
31
2002
mgd
.7891
2
1
2002
mgd
.7135
2
2
2002
mgd
.838
2
3
2002
mgd
1.1288
2
4
2002
mgd
.995
2
5
2002
mgd
1.15
2
6
2002
mgd
1.132
2
7
2002
mgd
1.0997
2
8
2002
mgd
1.0212
2
9
2002
mgd
.9601
2
10
2002
mgd
1.122
2
11
2002
mgd
.9932
2
12
2002
mgd
1.017
2
13
2002
mgd
.874
2
14
2002
mgd
.9558
2
15
2002
mgd
.9931
2
16
2002
mgd
1.0638
2
17
2002
mgd
1.0586
2
18
2002
mgd
1.0178
2
19
2002
mgd
1.0128
2
20
2002
mgd
1.0521
2
21
2002
mgd
.9185
2
22
2002
mgd
149667

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
2
23 2002
mgd
1.0225
2
24 2002
mgd
.9717
2
25 2002
mgd
.8502
2
26 2002
mgd
.8201
2
27 2002
mgd
.8612
2
28 2002
mgd
.9276
3
1 2002
mgd
.926
3
2 2002
mgd
.9973
3
3 2002
mgd
.95
3
4 2002
mgd
.9467
3
5 2002
mgd
.933
3
6 2602
mgd
1.0491
3
7 2002
mgd
1.0713
3
8 2002
mgd
.9532
3
9 2002
mgd
.8905
3
10 2002
mgd
.7609
3
11 2002
mgd
.8366
3
12 2002
mgd
.9409
3
13 2002
mgd
.816
3
14 2002
mgd
1.0315
3
15 2002
mgd
.9801
3
16 2002
mgd
.9131
3
17 2002
mgd
.8291
3
18 2002
mgd
.9087
3
19 2002
mgd
1.034
3
20 2002
mgd
.966E
3
21 2002
mgd
.9112
3
22 2002_
mgd
.8523
3
23 2002
mgd
.8718
3
24 2002
mgd
.8769
3
25 2002
mgd
.9267
3
26 2002
mgd
.9022
3
27 2002
mgd
.9086
3
28 2002
mgd
.9086.
3
29 2002
mgd
.904
3
30 2002
mgd
1.0441
3
31 2002
mgd
1.0393
4
1 2002
mgd
1.1403
4
2 2002
mgd
1.0851
4
3 2002
mgd
1.0217
4
4 2002
mgd
.7953
4
5 2002
mgd
.8388
4
6 2002
mgd
.7501
4
7 2002
mgd
.8502
4
8 2002
mgd
1.0112
4
9 2002
mgd
1.0195
4
10 2002
mgd
1.0056
4
11 2002
mgd
.9345
4
12 2002
mgd
.9688
4
13 2002
mgd
.9874
4
14 2002
mgd
.9837
4
15 2002
mgd
.9328
4
16 2002
mgd
.9493
4
17 2002
mgd
.9445
4
18 2002
mgd
159154

Louisiana Pacific Corpor
50050 - Flow, i
N00005266
Month Day
Year Comment
UoM
Value Modifie
4
19
2002
mgd
.9154
4
20
2002
mgd
.869
4
21
2002
mgd
.9157
4
22
2002
mgd
.7465
4
23
2002
mgd
.8568
4
24
2002
mgd
1.0052
4
25
2002
mgd
.9907
4
26
2002
mgd
.8985
4
27
2002
mgd
B793
4
28
2002
mgd
.9552
4
29
2002
mgd
1.0486
4
30
2002
mgd
1.0882
5
1
2002
mgd
1.0659
5
2
2002
mgd
1.0164
5
3
2002
mgd
.944
5
4
2002
mgd
.9269
5
5
2002
mgd
.8971
5
6
2002
mgd
.8778
5
7
2002
mgd
.9536
5
B'
2002
mgd
.9417
5
9
2002
mgd
.8546
5
10
2002
mgd
.8536
5
11
2002
mgd
.925
5
12
2002
mgd
.948
5
13
2002
mgd
.97
5
14
2002
mgd
.9667
5
15
2002
mgd
.9067
5
16
2002
mgd
.9182
5
17
2002
mgd
.9726
5
18
2002
mgd
.9801
5
19
2002
mgd
.9159
5
20
2002
mgd
.9621
5
21
2002
mgd
.9157
5
22
2002
mgd
.9379
5
23
2002
mgd
1.0717
5
24
2002
mgd
1.1652
5
25
2002
mgd
.9843
5
26
2002
mgd
.91
5
27
2002
mgd
.9732
5
28
2002
mgd
.9526
5
29
2002
mgd
1.1376
5
30
2002
mgd
1.2134
5
31
2002
mgd
1.1489
6
1
2002
mgd
.9779
6
2
2002
mgd
.9563
6
'3
2002
mgd
1.02
6
4
2002
mgd
1.0495
6
5
2002
mgd
1.0889
6
6
2002
mgd
.9475
6
7
2002
mgd
.8441
6
8
2002
mgd
.8622
6
9
2002
mgd
.9364
6
10
2002
mgd
.9769
6
11
2002
mgd
.9517
6
12
2002
mgd
169397
r

Louisiana Pacific Corpor
50050
- Flow, i
NC0005266
Month Day
Year
Comment
UoM
Value Modifie
6
13
2002
mgd
.9536
6
14
2002
mgd
1.0191
6
15
2002
mgd
.8446
6
16
2002
mgd
.8379
6
17
2002
mgd
.8358
6
18
2002
mgd
.8643
6
19
2002
mgd
.8585
6
20
2002
mgd
B205
6
21
2002
mgd
.8169
6
22
2002
mgd
.8176
6
23
2002
mgd
.8645
6
24
2002
mgd
.8976
6
25
2002
mgd
.922
6
26
2002
mgd
1.0379
6
27
2002
mgd
.9766
6
28
2002
mgd
.8948
6
29
2002
mgd
.8578
6
30
2002
mgd
.8559
7
1
2002
mgd
.8603
7
2
2002
mgd
.8851
7
3
2002
mgd
.9419
7
4
2002
mgd
.8956
7
5
2002
mgd
1.0258
7
6
2002
mgd
.9074
7
7
2002
mgd
.8758
7
8
2002
mgd
1.1186
7
9
2002
mgd
1.0992
7
10
2002
mgd
1.1851
7
11
2002
mgd
1.1742
7
12
2002
mgd
1.0431
7
13
2002
mgd
.9891
7
14
2002
mgd
1.1231
7
15
2002
mgd
1.093
7
16
2002
mgd
1.0089
7
17
2002
mgd
.986
7
18
2002
mgd
.9445
7
19
2002
mgd
.9637
7
20
2002
mgd
.9112
7
21
2002
mgd
.9942
7
22
2002
mgd
1.0513
7
23
2002
mgd
.9601
7
24
2002
mgd
.9399
7
25
2002
mgd
.95
7
26
2002
mgd
.8951
7
27
2002
mgd
.8579
7
28
2002
mgd
.9047
7
29
2002
mgd
.8904
7
30
2002
mgd
.8985
7
31
2002
mgd
.9336
8
1
2002
mgd
.9413
8
2
2002
mgd
1.0316
8
3
2002
mgd
1.1079
8
4
2002
mgd
.9625
8
5
2002
mgd
.9627
8
6
2002
mgd
179332

+, '
Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
1-10M
Value Modifie
8
7
2002
mgd
.9626
8
8
2002
mgd
.9757
8
9
2002
mgd
1.0103
8
10
2002
mgd
.9337
8
11
2002
mgd
.9059
8
12
2002
mgd
.8864
8
13
2002
mgd
.8474
8
14
2002
mgd
.7883
8
15
2002
mgd
1.0267
8
16
2002
mgd
1.0424
8
17
2002
mgd
.9958
8
18
2002
mgd
.971
8
19
2002
mgd
.9942
8
20
2002
mgd
.9444
8
21
2002
mgd
1.0444
8
22
2002
mgd
1.0269
8
23
2002
mgd
.9611
8
24
2002
mgd
.9489
8
25
2002
mgd
.9986
8
26
2002
mgd
1.0403
8
27
2002
mgd
.9964
8
28
2002
mgd
.9363
8
29
2002
mgd
.929
8
30
2002
mgd
.9586
8
31
2002
mgd
.9083
9
1
2002
mgd
.9016
9
2
2002
mgd
.9691
9
3
2002
mgd
.8733
9
4
2002
mgd
.8722
9
5
2002
mgd
.8783
9
6
2002
mgd
.8863
9
7
2002
mgd
.861
9
8
2002
mgd
.853
9
9
2002
mgd
1.1081
9
10
2002
mgd
.9669
9
11
2002
mgd
.8852
9
12
2002
mgd
.8639
9
13
2002
mgd
.9123
9
14
2002
mgd
.9763
9
15
2002
mgd
1.1919
9
16
2002
mgd
1.024
9
17
2002
mgd
.9455
9
18
2002
mgd
.9504
9
19
2002
mgd
.9453
9
20
2002
mgd
.9686
9
21
2002
mgd
.9393
9
22
2002
mgd
.9884
9
23
2002
mgd
1.0026
9
24
2002
mgd
1.0034
9
25
2002
mgd
.9746
9
26
2002
mgd
1.106
9
27
2002
mgd
1.0688
9
28
2002
mgd
.9228
9
29
2002
mgd
.9494
9
30
2002
mgd
J B9634

Louisiana Pacific Corpor
50050 - Flow, i
' NC0005266
Month Day
Year Comment
UoM
Value Modifie
10
1
2002
mgd
1.0269
10
2
2002
mgd
1.0422
10
3
2002
mgd
.9742
10
4
2002
mgd
.9662
10
5
2002
mgd
.915
10
6
2002
mgd
.9085
10
7
2002
mgd
.9662
10
8
2002
mgd
1.071
10
9
2002
mgd
1.0212
10
10
2002
mgd
1.1029
10
11
2002
mgd
1.0839
10
12
2002
mgd
.9047
10
13
2002
mgd
.9305
10
14
2002
mgd
.8569
10
15
2002
mgd
.9903
10
16
2002
mgd
.9779
10
17
2002
mgd
.8818
10
18
2002
mgd
1.0636
10
19
2002
mgd
.987
10
20
2002
mgd
.9996
10
21
2002
mgd
1.091
10
22
2002
mgd
1.0105
10
23
2002
mgd
.9408
10
24
2002
mgd
.9396
10
25
2002
mgd
1.126
10
26
2002
mgd
1.1204
10
27
2002
mgd
1.025
10
28
2002
mgd
.9667
10
29
2002
mgd
.9244
10
30
2002
mgd
.8909
10
31
2002
mgd
.8945
11
1
2002
mgd
B48
11
2
2002
mgd
.8198
11
3
2002
mgd
.85
11
4
2002
mgd
.9962
11
5
2002
mgd
.9715
11
6
2002
mgd
.9015
11
7
2002
mgd
.8112
11
8
2002
mgd
.8557
11
9
2002
mgd
.932
11
10
2002
mgd
.9483
11
11
2002
mgd
.8309
11
12
2002
mgd
.9959 '
11
13
2002
mgd
1.036
11
14
2002
mgd
.9807
11
15.
2002
mgd
.9599
11
16
2002
mgd
1.045
11
17,
2002
mgd
.9939
11
18
2002
mgd
.8764
11
19
2002
mgd
1.018
11
20
2002
mgd
.9604
11
21
2002
mgd
1.0231
11
22
2002
mgd
.9398
11
23
2002
mgd
.8804
11
24
2002
mgd
198841

'Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
11
25
2002
mgd
.8584
11
26
2002
mgd
.8699
11
27
2002
mgd
.9242
11
28
2002
mgd
.9083
11
P9
2002
mgd
1.0035
11
30
2002
mgd
.9362
12
1
2002
mgd
.9185
12
2
2002
mgd
.9202
12
3
2002
mgd
.8724
12
4
2002
mgd
.9549
12
5
2002
mgd
.9815
12
6
2002
mgd
.99
12
7
2002
mgd
.991
12
8
2002
mgd
.9201
12
9
2002
mgd
.9972
12
10
2002
mgd
1.0032
12
11
2002
mgd
.8524
12
12
2002
mgd
.893
12
13
2002
mgd
1.1622
12
14
2002
mgd
.9799
12
15
2002
mgd
.896
12
16
2002
mgd
.9725
12
17
2002
mgd
.9499
12
18
2002
mgd
.9564
12
19
2002
mgd
1.0164
12
20
2002
mgd
1.0747
12
21
2002
mgd
.9193
12
22
2002
mgd
1.0542
12
23
2002
mgd
.651
12
24
2002
mgd
.5737
12
25
2002
mgd
.1946
12
26
2002
mgd
.2382
12
27
2002
mgd
.2105
12
28
2002
mgd
.1
12
29
2002
mgd
.0423
12
30
2002
mgd
.3324
12
31
2002
mgd
.1491
1
1
2003
mgd
.1755
1
2
2003
mgd
.2038
1
3
2003
mgd
.7729
1
4
2003
mgd
.9569
1
5
2003
mgd
.8876
1
6
2003
mgd
.946
1
7
2003
mgd
1.0822
1
8
2003
mgd
1.0553
1
9
2003
mgd
.9076
1
10
2003
mgd
.9618
1
11
2003
mgd
.8261
1
12
2003
mgd
.8683
1
13
2003
mgd
.877
1
14
2003
mgd
.8237
1
15
2003
mgd
.8544
1
16
2003
mgd
.9228
1
17
2003
mgd
.8552
1
18
2003
mgd
208914

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
1
19
2003
mgd
.8519
1
20
2003
mgd
.8488
1
21
2003
mgd
.894
1
22
2003
mgd
1.0362
1
23
2003
mgd
1.0463
1
24
2003
mgd
1.0224
1
25
2003
mgd
.8931
1
26
2003
mgd
.8343
1
27
2003
mgd
1.0044
1
28
2003
mgd
.8963
1
29
2003
mgd
.9453
1
30
2003
mgd
1.0089
1
31
2003
mgd
1.0009
2
1
2003
mgd
1.0163
2
2
2003
mgd
.9342
2
3
2003
mgd
.9225
2
4
2003
mgd
.9629
2
5
2003
mgd
.9093
2
6
2003
mgd
1.0211
2
7
2003
mgd
1.0341
2
8
2003
mgd
.9685
2
9
2003
mgd
.9448
2
10
2003
mgd
1.0952
2
11
2003
mgd
1.0263
2
12
2003
mgd
.9124
2
13
2003
mgd
.8636
2
14
2003
mgd
.9362
2
15
2003
mgd
1.0552
2
16
2003
mgd
.9984
2
17
2003
mgd
.7666
2
18
2003
mgd
1.0286
2
19
2003
mgd
.9936
2
20
2003
mgd
.7281
2
21
2003
mgd
1.1876
2
22
2003
mgd
1.2387
2
23
2003
mgd
1.0017
2
24
2003
mgd
.9556
2
25
2003
mgd
.9369
2
26
2003
mgd
.7028
2
27
2003
mgd
.7322
2
28
2003
mgd
1.1251
3
1
2003
mgd
1.1017
3
2
2003
mgd
1.024
3
3
2003
mgd
.977
3
4
2003
mgd
.8474 .
3
5
2003
mgd
.9148
3
6
2003
mgd
1.181
3
7
2003
mgd
1.1695
3
8
2003
mgd
.836
3
9
2003
mgd
1.0194
3
10
2003
mgd
1.051
3
11
2003
mgd
.9144
3
12
2003
mgd
.9234
3
13
2003
mgd
.9792
3
14
2003
mgd
21.8373

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
3
15
2003
mgd
.8118
3
16
2003
mgd
.9791
3
17
2003
mgd
.8775
3
18
2003
mgd
.9701
3
19
2003
mgd.
.9353
3
20
2003
mgd
1.146
3
21
2003
mgd
1.0765
3
22
2003
mgd
.8661
3
23
2003
mgd
.9157
3
24
2003
mgd
.8796
3
25
2003
mgd
.8334
3
26
2003
mgd
.947
3
27
2063
mgd
.8692
3
28
2003
mgd
1.0049
3
29
2003
mgd
.8872
3
30
2003
mgd
.9753
3
31
2003
mgd
.9303
4
1
2003
mgd
.8877
4
2
2003
mgd
.9687
4
3
2003
mgd
.9565
4
4
2003
mgd
.8346
4
5
2003
mgd
.9295
4
6
2003
mgd
.9621
4
7
2003
mgd
1.041
4
8
2003
mgd
1.0254
4
9
2003
mgd
1.0073
4
10
2003
mgd
1.0739
4
11
2003
mgd
1.1974
4
12
2003
mgd
1.0833
4
13
2003
mgd
1.0324
4
14
2003
mgd
.9128
4
15
2003
mgd
.8793
4
16
2003
mgd
.8989
4
17
2003
mgd
.9107
4
18
2003
mgd
1.1279
4
19
2003
mgd
1.2556
4
20
2003
mgd
.9594
4
21
2003
mgd
.9878
4
22
2003
mgd
.9483
4
23
2003
mgd
.9148
4
24
2003
mgd
.8936
4
25
2003
mgd
.9893
4
26
2003
mgd
.9859
4
27
2003
mgd
.931
4
28
2003
mgd
.9442
4
29
2003
mgd
.9234
4
30
2003
mgd
.971
5
1
2003
mgd
.9624
5
2
2003
mgd
.883
5
3
2003
mgd
.9334
5
4
2003
mgd
.9212
5
5
2003
mgd
.953
5
6
2003
mgd
.8703
5
7
2003
mgd
1.0205
5
8
2003
mgd
290497

Louisiana Pacific Corpor
50050 -flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
5
9 2003
mgd
.9836
5
10 2003
mgd
1.0454
5
11 2003
mgd
.9008
5
12 2003
mgd
.9075
5
13 2003
mgd
.8399
5
14 2003
mgd
.9108
5
15 2003
mgd
1.0255
5
16 2003
mgd
1.0111
5
17 2003
mgd
.8606
5
18 2003
mgd
.9121
5
19 2003
mgd
.9195
5
20 2003
mgd
.8789
5
21 2003
mgd
.8934
5
22 2003
mgd
.8451
5
23 2003
mgd
.9201
5
24 2003
mgd
.829
5
25 2003
mgd
.8882
5
26 2003
mgd
.6752
5
27 2003
mgd
.6314
5
28 2003
mgd
.5691
5
29 2003
mgd
.7384
5
30 2003
mgd
.8484
5
31 2003
mgd
.9079
6
1 2003
mgd
1.0786
6
2 2003
mgd
1.0217
6
3 2003
mgd
1.0159
6
4 2003
mgd
1.0122
6
5 2003
mgd
.9958
6
6 2003
mgd
.9801
6
7 2003
mgd
1.0671
6
8 2003
mgd
1.119
6
9 2003
mgd
1.0515
6
10 2003
mgd
1.0374
6
11 2003
mgd
1.0603
6
12 2003
mgd
1.1067
6
13 2003
mgd
.9444
6
14 2003
mgd
.8436
6
15 2003
mgd
.8688
6
16 2003
mgd
.9288
6
17 2003
mgd
.3574
6
18 2003
mgd
.4429
6
19 2003
mgd
.8873
6
20 2003
mgd
.9041
6
21 2003
mgd
.8991
6
22 2003
mgd
.8682
6
23 2003
mgd
.8855
6
24 2003
mgd
.8397
6
25 2003
mgd
1.083
6
26 2003
mgd
1.097
6
27 2003
mgd
1.0847
6
28 2003
mgd
1.0865
6
29 2003
mgd
1.0397
6
30 2003
mgd
1.1305
7
1 2003
mgd
.9025
7
2 2003
mgd
230577

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
7
3
2003
mgd
.9113
7
4
2003
mgd
.9274
7
5
2003
mgd
.9591
7
6
2003
mgd
.888
7
7
2003
mgd
.9186
7
8
2003
mgd
.8516
7
9
2003
mgd
1.1371
7
10
2003
mgd
1.1173
7
11
2003
mgd
1.1314
7
12
2003
mgd
1.232
7
13
2003
mgd
1.0218
7
14
2003
mgd
1.067
7
15
2003
mgd
.9395
7
16
2003
mgd
.9971
7
17
2003
mgd
.9963
7
18
2003
mgd
.9385
7
19
2003
mgd
.9589
7
20
2003
mgd
.7046
7
21
2003
mgd
.8732
7
22
2003
mgd
.8819
7
23
2003
mgd
.9773
7
24
2003
mgd
.9142
7
25
2003
mgd
.8833
7
26
2003
mgd
.8673
7
27
2003
mgd
.8707
7
28
2003
mgd
.897
7
29
2003
mgd
1.0427
7
30
2003
mgd
1.1939
7
31
2003
mgd
1.0358
8
1
2003
mgd
1.1075
8
2
2003
mgd
1.0979
8
3
2003
mgd
1.0436
8
4
2003
mgd
.9713
8
5
2003
mgd
.8554
8
6
2003
mgd
.8724
8
7
2003
mgd
.9719
8
8
2003
mgd
1.0292
8
9
2003
mgd
.9103
8
10
2003
mgd
.9129
8
11
2003
mgd
1.0717
8
12
2003
mgd
.8855
8
13
2003
mgd
.8633
8
14
2003
mgd
.8799
8
15
2003
mgd
.8594
8
16
2003
mgd
.8401
8
17
2003
mgd
.8755
8
18
2003
mgd
1.0035
8
19
2003
mgd
.9486
8
20
2003
mgd
.8628
8
21
2003
mgd
.7615
8
22
2003
mgd
.8683
8
23
2003
mgd
1.1304
8
24
2003'
mgd
.8364
8
25
2003
mgd
.4532
8
26
2003
mgd
24.3644

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie ,
8
27 2003
mgd
.3523
8
2B 2003
mgd
.2588
8
29 2003
mgd
.1388
8
30 2003
mgd
.2667
8
31 2003
mgd
.1239
9
1 2003
mgd
.1223
9
2 2003
mgd
.1127
9
3 2003
mgd
.1805
9
4 2003
mgd
.15
9
5 2003
mgd
.0011
9
6 2003
mgd
.0071
9
7 2003
mgd
.0022
9
8 2003
mgd
.286
9
9 2003
mgd
.9145
9
10 2003
mgd
1.0925
9
11 2003
mgd
.8475
9
12 2003
mgd
.844
9
13 2003
mgd
.8387
9
14 2003
mgd
.7999
9
15 2003
mgd
.7154
9
16 2003
mgd
.6829
9
17 2003
mgd
.8147
9
16 2003
mgd
.8876
9
19 2003
mgd
.8087
9
20 2003
mgd
.7948
9
21 2003
mgd
.7229
9
22 2003
mgd
.8229
9
23 2003
mgd
.7743
9
24 2003
mgd
.6799
9
25 2003
mgd
.7467
9
26 2003
mgd
.7739
9
27 2003
mgd
.7852
9
28 2003
mgd
.7345
9
29 2003
mgd
.712
9
30 2003
mgd
.7872
10
1 2003
mgd
.951
10
2 2003
mgd
.9645
10
3 2003
mgd
.9643
10
4 2003
mgd
1.0337
10
5 2003
mgd
1.023
10
6 2003
mgd
1.0928
10
7 2003
mgd
1.0188
10
8 2003
mgd
1.1737
10
9 2003
mgd
1.1147
10
10 2003
mgd
1.0168
10
11 2003
mgd
.9635
10
12 2003
mgd
.9195
10
13 2003
mgd
.864
10
14 2003
mgd
.8482
10
15 2003
mgd
.7982
10
16 2003
mgd
.8186
10
17 2003
mgd
1.0783
10
18 2003
mgd
1.0325
10
19 2003
mgd
.5075
10
20 2003
mgd
253097

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
Value Modifie
10
21
2003
mgd
.3726
10
22
2003
mgd
.3751
10
23
2003
mgd
.3365
10
24
2003
mgd
.2337
10
25
2003
mgd
.0695
10
26
2003
mgd
.2061
10
27
2003
mgd
.2649
10
28
2003
mgd
.1168
10
29
2003
mgd
.1974
10
30
2003
mgd
.2843
10
31
2003
mgd
4477
11
1
2003
mgd
.2966
11
2
2003
mgd
.3441
11
3
2003
mgd
.6504
11
4
2003
mgd
.9623
11
5
2003
mgd
1.02
11
6
2003
mgd
.8731
11
7
2003
mgd
.5969
11
8
2003
mgd
.9506
11
9
2003
mgd
.9024
11
10
2003
mgd
.6452
11
11
2003
mgd
.9808
11
12
2003
mgd
.9275
11
13
2003
mgd
.8382
11
14
2003
mgd
.8048
11
15
2003
mgd
.7891
11
16
2003
mgd
.8932
11
17
2003
mgd
.8945
11
18
2003
mgd
.8854
11
19
2003
mgd
.9653
11
20
2003
mgd
.8728
11
21
2003
mgd
.9212
11
22
2003
mgd
.8739
11
23
2003
mgd
.9119
11
24
2003
mgd
.9712
11
25
2003
mgd
.8912
11
26
2003
mgd
1.0197
11
27
2003
mgd
.9887
11
28
2003
mgd
.9624
11
29
2003
mgd
.8641
11
30
2003
mgd
.9062
12
1
2003
mgd
.9898
12
2
2003
mgd
.704
12
3
2003
mgd
.737
12
4
2003
mgd
.803
12
5
2003
mgd
.8332
12
6
2003
mgd
.8798
12
7
2003
mgd
.8885
12
8
2003
mgd
.846
12
9
2003
mgd
:8782
12
10
2003
mgd
.9445
12
11
2003
mgd
.8912
12
12
2003
mgd
.8136
12
13
2003
mgd
.8966
12
14
2003
mgd
269145

Louisiana Pacific Corpor
50050 - Flow, i
NC0005266
Month Day
Year Comment
UoM
12
15
2003
mgd
12
16
2003
mgd
12
17
2003
mgd
12
18
2003
mgd
12
19
2003
mgd
12
20
2003
mgd
12
21
2003
mgd
12
22
2003
mgd
12
23
2003
mgd
12
24
2003
mgd
12
25
2003
mgd
12
26
2003
mgd
12
27
2003
mgd
12
28
2003
mgd
12
29
2003
mgd
12
30
2003
mgd
12
31
2003
mgd
Value Modifie
.91
.9238
.8807
.8612
8872
.8958
.9521
.9106
.8002
.5676
.4625
.8178
.8444
.8591
.8801
.9009
.9118
27

§429A1
§ 429.41 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best practicable control technology
currently available (BHT).
Except as provided in 40 CFR 125.30
through 125.32, any existing point
source subject to this subpart must
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the appli-
cation of the beat practicable control
technology (BPT): There shall be no
discharge of process wastewater pollut-
ants into navigable waters.
§429.42 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
beat conventional pollutant control
technology (BCT). [Reserved]
§429.43 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
hest available technology economi-
cally achievable (BAT).
Except as provided in 40 CFR 125.30
through 125.32, any existing point
source subject to this subpart must
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the appli-
cation of the best available technology
economically achievable (BAT): There
shall be no discharge of process
wastewater pollutants into navigable
waters.
§429.44 New source performance
standards (NSPS).
Any new source subject to this sub-
part must achieve the following new
source performance standards (NSPS):
There shall be no discharge of process
wastewater pollutants into navigable
waters.
§ 429.45 Pretreatment standards for
existing sources (PEES).
Any existing source subject to this
subpart which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403.
40 CFR Ch. 1 (7-1-93 Edtlloiy
§ 429.40 Pretreatment standards for
new sources (PENS).
Any new source subject to this s*
part which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403.
Subpart D-Dry Process
Hardboard Subcategory
§429.50 Applicability; description of
the dry process hardboard sa6
category.
This subpart applies to discharges to
waters of the United States and to the
introduction of process wastewater pol-
lutants into publicly owned treatment
works from any plant that produem
hardboard using the dry matting proo-
ess for forming the board mat.
§429.51 Effluent limitations represent-
ing the degree of effluent reductive
attainable by the application of the
best practicable control technology
currently available (BPT).
Except as provided in 40 CFR 125.90
through 125.32, any existing POW.
source subject to this subpart mat
achieve the following effluent limita-
tions representing the degree of effh- {
ent reduction attainable by the apph- {
cation of the best practicable control
technology (BPT): There shall he no
discharge of process wastewater pollut-
ants into navigable waters.
§ 429.52 Effluent limitations represent -
In the degree of effluent reduction
attainable by the application of the
beat conventional pollutant control
technology (BCT). [Reserved]
§429.53 Effluent limitations represent•
ing the degree of e[fluent redfWion
attainable by the application of the
best available technology ecossmb
tally achievable (BAT).
Except as provided in 40 CFR 12"
through 125.32, any existing peat
source subject to this subpart mast
achieve the following effluent liadta-
tions representing the degree of eMu-
But reduction attainable by the appli-
cation of the best available techaoiegy
economically achievable (BAT): There
shall be no discharge of proem
wastewater pollutants into navigable
._,. rnyency
§429.54 New source performance
standards (NSPS).
Any new source subject to this sub-
part must achieve the following new
source performance standards (NSPS):
There shall be no discharge of process
wastewater pollutants into navigable
waters.
§ 429.64
SUBPART E (S1S)
BPT Effluent limitations
Pollutant or pollutant prop Average of
edy Maximum for daily values kx
any 1 day 30 consecutive
days
kg*kg (IW1000 lb) of gross
production
§ 429.55 Pretreatment standards for SODS ................................. 20.5 10.7
existing sources (PSES). TS8.................................... 37.3 24.6
PH...................................... (') (`)
Any existing source subject to this
subpart which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403.
1429.56 Pretreatment standards for
new sources (PSNS).
Any new source subject to this sub-
part which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CFR Part 403.
Subpart E-Wet Process
Hardboard Subcategory
1429.60 Applicability; description of
the wet process hardboard sub-
category.
This subpart applies to discharges to
waters of the United States and to the
introduction of process wastewater pol-
lutants into publicly owned treatment
works from any plant which produces
hardboard products using the wet mat-
ing process for forming the board mat.
H29.61 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best practicable control technology
currently available (BPT).
Except as provided in 40 CFR 125.30
through 125.32, any existing point
source subject to this subpart must
achieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the appli-
eation of the best practicable control
technology currently available (BPT):
(a) The following limitations apply
to plants which produce smooth -one -
side (S1S) hardboard:
. Within the range 6.0 to 9.0 at all times.
(b) The following limitations apply
to plants which produce smooth-two-
sides(S2S) hardboard:
SUBPART E (S2S)
BPT Effluent Limitations
Pollutant or pollutant prop Average of
eny Maximum for daily values for
any 1 day 30 consecutive
days
kgl(kkg Oby1000 lot of gross
production
BODS................................. 32.9 21.4
Teo .................................... 5<2 37.1
. Within Me range 6.0 to 9.0 at all times.
(46 FR 8285, Jan. 26, 1981, as amended at 46
FR 11972, Feb. 12. 19811
§ 429.62 [Reserved]
§429.63 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best available technology econorl
cally achievable (BAT). [Reserved]
§ 429.64 New source performance
standards (NSPS).
For purpose of this new source per-
formance standard only, "new source"
means a source which is constructed at
a site at which no other source covered
by this part is located. Any new source
subject to this subpart must achieve
the following new source performance
standards (NSPS): There shall be no
discharge of process wastewater pollut-
ants into navigable waters.
(46 FR 8285. Jan. 26, 1981, as amended at 46
FR 57287, Nov. 23, 19811
98
waters. ..
99

§ 429.65
40 CFR Ch. Qr-l-tier�
Environmental Protection Agency
§ 429.86
§429.66 Pretreatment standards for
existing sources (PSES).
Any existing source subject to this
subpart which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CPR Part 403.
4429.66 Pretreatment standards for
new sources (PENS).
Any new source subject to this sub-
part - which introduces process
wastewater pollutants into a publicly
owned treatment works must comply
with 40 CPR Part 403.
Subpart F-Wood Preserving -
Water Borne or Nonpressure
Subcategory
§429.70 Applicability; description of
the wood preserving -water borne
or nonpressure subcategory.
This subpart applies to discharges
and to the introduction of process
wastewater pollutants into publicly
owned treatment works from all
nonpressure wood preserving treatment
processes and all pressure wood pre-
serving treatment processes employing
water borne inorganic salts.
4429.71 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
beat practicable control technology
currently available (BPT).
Except as provided in 40 CPR 125.30
through 125.32, any existing point
source subject to this subpart must
achieve the following effluent limita-
tions representing the degree of reduc-
tion attainable by the application of
the best practicable control technology
(BPT): There shall be no discharge of
process wastewater pollutants into
navigable waters.
4429.72 Effluent limitations represent.
ing the degree of effluent reduction
attainable by the application of the
beet conventional pollutant control
technology (BCT). [Reserved]
p429.73 Effluent limitations represenit
ing the degree of effluent reduction
attainable by the application of the
beat available technology econeind.
cally achievable (BAT).
Except as provided in 40 CPR 125.3E
through 125.32, any existing point
source subject to this subpart must
achieve the following effluent limita-
tions representing the degree of efn*.
ant reduction attainable by the aDph-
cation of the best available technology
economically achievable (BAT): There
shall be no discharge of process
wastewater pollutants into navigable
Waters.
4 4204New (N3P8performance
standards
Any new source subject to this sub-
part must achieve the following new
source performance standards (NSM
There shall be no discharge of proem
wastewater pollutants into navigabie
waters.
1429.76
Pretreatment standards tar
existing sources (PSES
Except as provided in 40 CPR 40V
and 403.13, any existing source sub)wt
to this subpart which introduces proe-
ass wastewater pollutants into a Vol,
licly owned treatment works must
comply with 40 CPR Part 403 and
achieve the following pretreatment
standards for existing sources (PSM:
There shall be no introduction of pro,-
ess wastewater pollutants into publiey
owned treatment works.
§429.76 Pretreatment
standards for
new sources (PENS).
Except as provided in 40 CPR 4O&Z
any new source subject to this subpart
which introduces process wastewater
pollutants into a publicly owned treat-
ment works must comply with 40 CPR
Part 403 and achieve the following
pretreatment standards for sew
sources (PENS): There shall be no b-
troduction of process wastewater pol-
lutants into publicly owned treatnest
works.
Subpart G-Wood Preserving
Steam Subcategory
i429.80 Applicability; description of
the wood preserving team sub-
category.
This subpart applies to discharges to
waters of the United States and to the
introduction of process wastewater pol-
lutants into publicly owned treatment
works from wood preserving processes
that use direct steam impingment on
wood as the predominant conditioning
method; processes that use the vapor
drying process as the predominant con-
ditioning method; direct steam condi-
tioning processes which use the same
retort to treat with both salt and oil
type preservatives; and steam condi-
tioning processes which apply both salt
type and oil type preservatives to the
same stock.
i429.81 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best practicable control technology
currently available (BPT).
Except as provided in 40 CPR 125.30
through 125.32, any existing point
source subject to this subpart must
ttfihieve the following effluent limita-
tions representing the degree of efflu-
ent reduction attainable by the appli-
aation of the beat practicable control
technology currently available (BPT):
SUBPART G
pfs"t or PdlWnt Prot'
erly
BPT Ealuent Limitations
Maximum Average of daily
for any 1 vshres for 30
day caneeadive days
English units (b/1 ODD albic
feet Of paw)
C00............_....................... 66.5 34.5
ymnua _...- ........................ .14 .04
W and Grease .................... 1.5 .75
ph (1) (1)
Metric units (kgf1000 w m of
Product)
coo ,_........................... _.... 1,100 660
FLBMa..... ....... ..._............ 2.16 .65
.
aencGrassf, _...
_......... 24.0 12.0
;d ..... ........... (1) (9
1 wmin me ran" of 6.0 to 9.0 at all times,
§429.82 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best conventional pollutant control
technology (BCT). (Reserved)
4429.83 Effluent limitations represent-
ing the degree of effluent reduction
attainable by the application of the
best available technology econorl
cally achievable (BAT). [Reserved]
4429.84 New source performance
standards (NSPS).
Any new source subject to this sub-
part must achieve the following new
source performance standards (NSPS):
There shall be no discharge of process
wastewater pollutants into navigable
waters.
§429.85 Pretreatment standards for
existing sources (PEES).
Except as provided in 40 CPR 403.7
and 403.13, any existing source subject
to this subpart which introduces proc-
ess wastewater pollutants into a pub-
licly owned treatment works must
comply with 40 CPR Part 403 and meet
the following pretreatment standards
for existing sources (PEES):
SUBPART G
iPSES Effluent Umila6ons)
Polldant or poluant Rap" bw ary 1
day (a!W)
Oiland aresse, ...... _..... _......... _.............. _............. 100
CoPMr...... _........... __._._................................ 6
Chrankar,............... __ ..... -.-....................... 4
Arsenic....... _... __......... _..... __._....._.....:......._..._.. 4
In cases where POTWs find it necessary
to impose mass limitations, the follow-
ing equivalent mass limitations are
provided as guidance.
(Grams per albic meter of Production)
Polusd or pollutant prop" Maximum for
my 1 day
Oil and grease ............................................. 20.5
Copper......................................................... .62
Chromiorn............ _...... _.............................. At
Aramk...._................ .41
4 429.86 Pretreatment standards for
new sources (PSNS).
Except as provided in 40 CPR 403.7,
any new source subject to this subpart
which introduces process wastewater
pollutants into a publicly owned treat-

1 g .? S -r 3 l 49+
?L(C,A"T( a
u 2`f oo1�
-751
2(0/ (00
Y A ?j. 4d(o MIC
Cam-
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� oz

� 4
Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment Parameter
UoM
Value Modifie
1
2
2002
mul
1
3
2002
00545 - Solids
ml/I
1
4
2002
00545 - Solids
ml/I
1
7
2002
00545 - Solids
ml/I
1
8
2002
00545 - Solids
my[
1
9
2002
00545 - Solids
mul
1
10
2002
00545 - Solids
ml/I
1
11
2002
00545 - Solids
ml/I
400.
1
14
2002
00545 - Solids
mvl
520.
1
15
2002
00545 - Solids
mul
275.
1
16
2002
00545 - Solids
mul
275.
1
17
2002
00545 - Solids
ml/I
225.
1
18
2002
00545 - Solids
mul
325.
1
21
2002
00545 - Solids
ml/I
800.
1
22
2002
00545 - Solids
mul
990.
1
23
2002
00545 - Solids
ml/I
960.
1
24
2002
00545 - Solids
ml/I
200.
1
25
2002
00545 - Solids
ml/I
170.
1
28
2002
00545 - Solids
mvi
1
29
2002
00545 - Solids
ml/I
550.
1
30
2002
00545 - Solids
ml/I
70.
1
31
2002
00545 - Solids
ml/I
2.
2
1
2002
00545 - Solids
mul
2
4
2002
00545 - Solids
mul
2
5
2002
00545 - Solids
mVl
2
6
2002
00545 - Solids
ml/I
2
7
2002
00545 - Solids
ml/I
2
8
2002
00545 - Solids
ml/I
1.
2
11
2002
00545 - Solids
my]
.5
2
12
2002
00545 - Solids
ml/I
1.
2
13
2002
00545 - Solids
ml/I
2
14
2002
00545 - Solids
mvl
2
15
2002
00545 - Solids
ml/l
60.
2
18
2002
00545 - Solids
mul
400.
2
19
2002
00545 - Solids
myl
225.
2
20
2002
00545 - Solids
ml/I
140.
2
21
2002
00545 - Solids
ml/I
260.
2
22
2002
00545 - Solids
ml/I
225.
2
25
2002
00545 - Solids
mvI
1.5
2
26
2002
00545 - Solids
ml/I
2
27
2002
00545 - Solids
ml/I
2
28
2002
00545 - Solids
mV1
3
1
2002
00545 - Solids
ml/I
180.
3
4
2002
00545 - Solids
ml/I
4.
3
5
2002
00545 - Solids
ml/I
6.
3
6
2002
00545 - Solids
ml/I
3
7
2002
00545 - Solids
ml/I
70.
3
8
2002
00545 - Solids
mul
95.
3
11
2002
00545 - Solids
m1/1
2.
3
12
2002
00545 - Solids
ml/I
1.
3
13
2002
00545 - Solids
ml/I
425.
3
14
2002
00545 - Solids
ml/I
200.
Awtj %Tp-tva �
IA
1

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment Parameter
UoM
Value Modifie
3
15
2002
00545 - Solids
ml/I
11.
3
18
2002
00545 - Solids
ml/I
3
19
2002
00545 - Solids
ml/I
.5
3
20
2002
00545 - Solids
ml/I
1.
3
21
2002
00545 - Solids
ml/I
1.
3
22
2002
00545 - Solids
ml/I
2.
3
25
2002
00545 - Solids
ml/I
3
26
2002
00545 - Solids
ml/I
1.
3
27
2002
00545 - Solids
ml/I
1.
3
28
2002
00545 - Solids
ml/I
3
29
2002
00545 - Solids
mvl
4
1
2002
00545 - Solids
ml/I
4
2
2002
00545 - Solids
ml/I
75.
4
3
2002
00545 - Solids
ml/I
4
4
2002
00545 - Solids
ml/I
.5
4
5
2002
00545 - Solids
mVl
.5
4
8
2002
00545 - Solids
ml/I
4
9
2002
00545 - Solids
ml/I
4
10
2002
00545 - Solids
mvl
4
11
2002
00545 - Solids
ml/I
4
12
2002
00545 - Solids
m111
.5
4
15
2002
00545 - Solids
ml/I
4
16
2002
00545 - Solids
ml/I
4
17
2002
00545 - Solids
ml/I
4
18
2002
00545 - Solids
mVl
7.
4
19
2002
00545 - Solids
mUl
4
22
2002
00545 - Solids
ml/I
.5
4
23
2002
00545 - Solids
ml/I
2.5
4
24
2002
00545 - Solids
ml/I
4
25
2002
00545 - Solids
ml/I
4
26
2002
00545 - Solids
m1/I
1.
4
29
2002
00545 - Solids
myl
4
30
2002
00545 - Solids
ml/I
.5
5
1
2002
00545 - Solids
ml/I
5
2
2002
00545 - Solids
ml/I
5
3
2002
00545 - Solids
ml/I
5
6
2002
00545 - Solids
ml/I
5
7
2002
00545 - Solids
ml/I
5
8
2002
00545 - Solids
ml/I
5
9
2002
00545 - Solids
mul
5
10
2002
00545 - Solids
mul
5
13
2002
00545 - Solids
ml/I
5
14
2002
00545 - Solids
ml/I
5
15
2002
00545 - Solids
ml/I
5
16
2002
00545 - Solids
ml/I
5
17
2002
00545 - Solids
mV1
2.
5
20
2002
00545 - Solids
ml/I
5
21
2002
00545 - Solids
ml/I
5
22
2002
00545 - Solids
mul
5
23
2002
00545 - Solids
mul
5
24
2002
00545 - Solids
mVl
5
28
2002
00545 - Solids
ml/I
1.
2

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment Parameter
UoM
5
29
2002
00545 - Solids
mill
5
30
2002
00545 - Solids
mill
5
31
2002
00545 - Solids
mill
6
3
2002
00545 - Solids
mill
6
4
2002
00545 - Solids
mill
6
5
2002
00545 - Solids
mill
6
6
2002
00545 - Solids
mill
6
7
2002
00545 - Solids
mill
6
10
2002
00545 - Solids
mill
6
11
2002
00545 - Solids
mill
6
12
2002
00545 - Solids
mill
6
13
2002
00545 - Solids
mill
6
14
2002
00545 - Solids
mill
6
17
2002
00545 - Solids
mill
6
18
2002
00545 - Solids
mill
6
19
2002
00545 - Solids
mill
6
20
2002
00545 - Solids
mill
6
21
2002
00545 - Solids '
mill
6
24
2002
00545 - Solids
mill
6
25
2002
00545 - Solids
mill
6
26
2002
00545 - Solids
mill
6
27
2002
00545 - Solids
mill
6
28
2002
00545 - Solids
mill
7
1
2002
00545 - Solids
mill
7
2
2002
00545 - Solids
mill
T
3
2002
00545 - Solids
mill
7
5
2002
00545 - Solids
mill
7
8
2002
00545 - Solids
mill
7
9
2002
00545 - Solids
mill
7
10
2002
00545 - Solids
mill
7
11
2002
00545 - Solids
mill
7
12
2002
00545 - Solids
mill
7
15
2002
00545 - Solids
mill
7
16
2002
00545 - Solids
mill
7
17
2002
00545 - Solids
mill
7
18
2002
00545 - Solids
mill
7
19
2002
00545 - Solids
mill
7
22
2002
00545 - Solids
mill
7
23
2002
00545 - Solids
mill
7
24
2002
00545 - Solids
mill
7
25
2002
00545 - Solids
mill
7
26
2002
00545 - Solids
mill
7
29
2002
00545 - Solids
mill
7
30
2002
00545 - Solids
mill
7
31
2002
00545 - Solids
mill
8
1
2002
00545 - Solids
mill
8
2
2002
00545 - Solids
mill
8
5
2002
00545 - Solids
mill
8
6
2002
00545 - Solids
mill
8
7
2002
00545 -'Solids
mill
8
8
2002
00545 - Solids
mill
8
9
2002
00545 - Solids
mill
Value Modifie
.5
.5
3

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment
Parameter
UoM
Value Modifie
8
12
2002
00545 - Solids
ml/I
8
13
2002
00545 - Solids
ml/I
8
14
2002
00545 - Solids
ml/I
8
15
2002
00545 - Solids
ml/I
8
16
2002
00545 - Solids
ml/I
8
19
2002
00545 - Solids
ml/I
8
20
2002
00545 - Solids
MIA
8
21
2002
00545 - Solids
ml/I
8
22
2002
00545 - Solids
mul
75.
8
23
2002
00545 - Solids
mul
8
26
2002
00545 - Solids
ml/I
8
27
2002
00545 - Solids
ml/I
8
28
2002
00545 - Solids
ml/I
8
29
2002
00545 - Solids
ml/I
8
30
2002
00545 - Solids
ml/I
9
3
2002
<.1
00545 - Solids
ml/I
LESST
9
4
2002
<.1
00545 - Solids
ml/I
LESST
9
5
2002
<.1
00545 - Solids
ml/I
LESST
9
6
2002
<.1
00545 - Solids
ml/I
LESST
9
9
2002
<.1
00545 - Solids
ml/I
LESST
9
10
2002
<.1
00545 - Solids
ml/I
LESST
9
11
2002
<.1
00545 - Solids
myl
LESST
9
12
2002
<.1
00545 - Solids
ml/I
LESST
9
13
2002
<.1
00545 - Solids
ml/I
LESST
9
16
2002
<.1
00545 - Solids
ml/I
LESST
9
17
2002
<.1
00545 - Solids
ml/I
LESST
9
18
2002
<.1
00545 - Solids
ml/I
LESST
9
19
2002
<.1
00545 - Solids
ml/I
LESST
9
20
2002
<.1
00545 - Solids
ml/I
LESST
9
23
2002
<.1
00545 - Solids
ml/I
LESST
9
24
2002
<.1
00545 - Solids
ml/I
LESST
9
25
2002
<.1
00545 - Solids
ml/I
LESST
9
26
2002
<.1
00545 - Solids
ml/I
LESST
9
27
2002
<.1
00545 - Solids
ml/I
LESST
9
30
2002
<.1
00545 - Solids
ml/I
LESST
10
1
2002
<0.1
00545 - Solids
ml/I
LESST
10
2
2002
<0.1
00545 - Solids
ml/I
LESST
10
3
2002
<0.1
00545 - Solids
ml/I
LESST
10
4
2002
<0.1
00545-Solids
ml/I
LESST
10
7
2002
<0.1
00545 - Solids
ml/I
LESST
10
8
2002
<0.1
00545 - Solids
mvl
LESST
10
9
2002
<0.1
00545 - Solids
ml/I
LESST
10
10
2002
<0.1
00545 - Solids
ml/I
LESST
10
11
2002
<0.1
00545 - Solids
ml/I
LESST
10
14
2002
<0.1
00545 - Solids
ml/I
LESST
10
15
2002
<0.1
00545 - Solids
ml/I
LESST
10
16
2002
<0.1
00545 - Solids
ml/I
LESST
10
17
2002
<0.1
00545 - Solids
ml/I
LESST
10
18
2002
<0.1
00545 - Solids
ml/I
LESST
10
21
2002
<0.1
00545 - Solids
mI/I
LESST
10
22
2002
<0.1
00545 - Solids
ml/I
LESST
10
23
2002
<0.1
00545 - Solids
ml/I
LESST
4

• Louisiana Pacific Corpor
00545 - Settleable Solids
• NC0005266
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
10
24
2002
<0.1
00545 - Solids
ml/I
LESST
10
25
2002
<0.1
00545 - Solids
ml/I
LESST
10
28
2002
<0.1
00545 - Solids
ml/I
LESST
10
29
2002
<0.1
00545 - Solids
mill
LESST
10
30
2002
<0.1
00545 - Solids
ml/I
LESST
10
31
2002
<0.1
00545 - Solids
ml/I
LESST
11
1
2002
00545 - Solids
mill
LESST
11
4
2002
00545 - Solids
ml/I
LESST
11
5
2002
00545 - Solids
mVl
LESST
11
6
2002
00545 - Solids
ml/I
LESST
11
7
2002
00545 - Solids
mill
LESST
11
8
2002
00545 - Solids
m1/I
LESST
11
ill
2002
00545 - Solids
ml/I
LESST
11
12
2002
00545 - Solids
mvI
275.
11
13
2002
00545 - Solids
mill
500.
11
14
2002
00545 - Solids
mill
LESST
11
15
2002
00545 - Solids
mVl
LESST
11
18
2002
00545 - Solids
ml/I
LESST
11
19
2002
00545 - Solids
ml/I
1.
11
20
2002
00545 - Solids
MIA
.5
11
21
2002
00545 - Solids
ml/I
LESST
11
22
2002
00545 - Solids
ml/I
LESST
11
25
2002
00545 - Solids
ml/I
LESST
11
26
2002
00545 - Solids
mVl
1.
11
27
2002
00545 - Solids
mvl
1.
12
2
2002
<0.1
00545 - Solids
mill
1.
12
3
2002
<0.1
00545 - Solids
ml/I
1.
12
4
2002
<0.1
00545 - Solids
ml/I
LESST
12
5
2002
<0.1
00545 - Solids
ml/I
LESST
12
6
2002
<0.1
00545 - Solids
mul
1.5
12 '
9
2002
<0.1
00545 - Solids
mill
330.
12
10
2002
<0.1
00545 - Solids
ml/I
180.
12
11
2002
<0.1 •
00545 - Solids
mill
400.
12
12
2002
<0.1
00545 - Solids
MVI
475.
12
13
2002
<0.1
00545 - Solids
mill
350.
12
16
2002
<0.1
00545 - Solids
ml/I
140.
12
17
2002
<0.1
00545 - Solids
mill
280.
12
18
2002
<0.1
00545 - Solids
mill
225.
12
19
2002
<0.1
00545 - Solids
mill
80.
12
20
2002
<0.1
00545 - Solids
ml/I
600.
12
23
2002
<0.1
00545 - Solids
mill
300.
12
26
2002
<0.1
00545 - Solids
ml/I
LESST
12
27
2002
<0.1
00545 - Solids
ml/I
LESST
12
30
2002
<0.1
00545 - Solids
mill
LESST
12
31
2002
<0.1
00545 - Solids
mill
30.
1
2
2003
<0.1
00545 - Solids
MIA
LESST
1
3
2003
<0.1
00545 - Solids
ml/I
LESST
1
.6
2003
<0.1
00545 - Solids
ml/I
325.
1
7
2003
<0.1
00545 - Solids
ml/I
150.
1
8
2003
<0.1
00545 - Solids
mill
LESST
1
9
2003
<0.1
00545 - Solids
mVl
LESST
1
10
2003
<0.1
00545 - Solids
ml/I
LESST
5

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
1
13
2003
<0.1
00545 - Solids
ml/I
LESST
1
14
2003
<0.1
00545 - Solids
myl
LESST
1
15
2003
<0.1
00545 - Solids
ml/I
LESST
1
16
2003
<0.1
00545 - Solids
ml/I
LESST
1
17
2003
<0.1
00545 - Solids
m1/1
LESST
1
20
2003
<0.1
00545 - Solids
ml/I
LESST
1
21
2003
<0.1
00545 - Solids
ml/I
LESST
1
22
2003
<0.1
00545 - Solids
ml/I
LESST
1
23
2003
<0.1
00545 - Solids
MIA
300.
1
24
2003
<0.1
00545 - Solids
± ml/I
500:
1
27
2003
<0.1
00545 - Solids
ml/I
340.
1
28
2003
<0.1
00545 - Solids
ml/I
500.
1
29
2003
<0.1
00545 - Solids
mVl
275.
1
30
2003
<0.1
00545 - Solids
ml/I
620.
1
31
2003
<0.1
00545 - Solids
ml/I
280.
2
3
2003
<0.1
00545 - Solids
ml/I
180.
2
4
2003
<0.1
00545 - Solids
ml/I
450.
2
5
2003
<0.1
00545 - Solids
ml/I
LESST
2
6
2003
<0.1
00545 - Solids
ml/I
275.
2
7
2003
<0.1
00545 - Solids
myl
425.
2
10
2003
<0.1
00545 - Solids
myl
160.
2
11
2003
<0.1
00545 - Solids
ml/I
40.
2
12
2003
<0.1
00545 - Solids
ml/I
65.
2
13
2003
<0.1
00545 - Solids
ml/I
3.
2
14
2003
<0.1
00545 - Solids
ml/I
350.
2
17
2003
<0.1
00545 - Solids
ml/I
410.
2
18
2003
<0.1
00545 - Solids
ml/I
600.
2
19
2003
<0.1
00545 - Solids
ml/I
600.
2
20
2003
<0.1
00545 - Solids
ml/I
500.
2
21
2003
<0.1
00545 - Solids
ml/I
900.
2
24
2003
<0.1
00545 - Solids
ml/I
500.
2
25
2003
<0.1
00545 - Solids
ml/I
375.
2
26
2003
<0.1
00545 - Solids
ml/I
225.
2
27
2003
<0.1
00545 - Solids
ml/I
25.
2
28
2003
<0.1
00545 - Solids
ml/I
25.
3
3
2003
<0.1
00545 - Solids
m1/I
400.
3
4
2003
<0.1
00545 - Solids
ml/I
450.
3
5
2003
<0.1
00545 - Solids
ml/I
550.
3
6
2003
<0.1
00545 - Solids
ml/I
800.
3
7
2003
<0.1
00545 - Solids
ml/I
300.
3
10
2003
<0.1
00545 - Solids
MIA
5.
3
11
2003
<0.1
00545 - Solids
ml/I
LESST
3
12
2003
<0.1
00545 - Solids
ml/I
LESST
3
13
2003
<0.1
00545 - Solids
myl
LESST
3
14
2003
<0.1
00545 - Solids
ml/I
LESST
3
17
2003
<0.1
00545 - Solids
ml/I
LESST
3
18
2003
<0.1
00545 - Solids
ml/I
LESST
3
19
2003
<0.1
00545 - Solids
ml/I
LESST
3
20
2003
<0.1
00545 - Solids
m1/I
450.
3
21
2003
<0.1
00545 - Solids
ml/I
380.
3
24
2003
<0.1
00545 - Solids
ml/I
LESST
3
25
2003
<0.1
00545 - Solids
ml/I
.5
M

Louisiana Pacific Corpor
NCOOD5266
00545 Settleable Solids
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
3
26
2003
<0.1
00545 - Solids
m1/I
LESST
3
27
2003
<0.1
00545 - Solids
m1/I
160.
3
28
2003
<0.1
00545 - Solids
mVl
LESST
3
31
2003
<0.1
00545 - Solids
ml/I
125.
4
1
2003
<0.1
00545 - Solids
ml/I
150.
4
2
2003
<0.1
00545 - Solids
ml/I
.5
4
3
2003
<0.1
00545 - Solids
ml/I
70.
4
4
2003
<0.1
00545 - Solids
ml/I
LESST
4
7
2003
<0.1
00545 - Solids
ml/I
LESST
4
8
2003
<0.1
00545 - Solids
ml/I
LESST
4
9
2003
<0.1
00545 - Solids
ml/I
LESST
4
10
2003
<0.1
00545 - Solids
m1/I
180.
4
11
2003
<0.1
00545 - Solids
ml/I
55.
4
14
2003
<0.1
00545 - Solids
ml/I
60.
4
15
2003
<0.1
00545 - Solids
ml/I
LESST
4
16
2003
<0.1
00545 - Solids
ml/I
40.
4
17
2003
<0.1
00545 - Solids
myl
200.
4
18
2003
<0.1
00545 - Solids
mul
500.
4
21
2003
<0.1
00545 - Solids
ml/I
75.
4
22
2003
<0.1
00545 - Solids
ml/I
90.
4
23
2003
<0.1
00545 - Solids
ml/I
88.
4
24
2003
<0.1
00545 - Solids
ml/I
LESST
4
25
2003
<0.1
00545 - Solids
ml/I
LESST
4
28
2003
<0.1
00545 - Solids
ml/I
LESST
4
29
2003
<0.1
00545 - Solids
ml/I
LESST
4
30
2003
<0.1
00545 - Solids
ml/I
LESST
.5
1
2003
<0.1
00545 - Solids
ml/I
LESST
5
2
2003
<0.1
00545 - Solids
mul
LESST
5
5
2003
<0.1
00545 - Solids
ml/I
LESST
5
6
2003
<0.1
00545 - Solids
ml/I
LESST
5
7
2003
<0.1
00545 - Solids
ml/I
LESST
5
8
2003
<0.1
00545 - Solids
ml/I
LESST
5
9
2003
<0.1
00545 - Solids
ml/I
LESST
5
12
2003
<0.1
00545 - Solids
ml/I
LESST
5
13
2003
<0.1
00545 - Solids
ml/I
LESST
5
14
2003
<0.1
00545 - Solids
ml/I
LESST
5
15
2003
<0.1
00545 - Solids
ml/I
LESST
5
16
2003
<0.1
00545 -Solids
ml/I
LESST
5
19
2003
<0.1
00545 - Solids
mVl
LESST
5
20
2003
<0.1
00545 - Solids
ml/I
LESST
5
21
2003
<0.1
00545 - Solids
MIA
LESST
5
22
2003
<0.1
00545 - Solids
ml/I
LESST
5
.23
2003
<0.1
00545 - Solids
ml/I
LESST
5
27
2003
<0.1
00545 - Solids
ml/I
LESST
5
28
2003
<0.1
00545 - Solids
ml/I
LESST
5
29
2003
<0.1
00545 - Solids
ml/I
LESST
5
30
2003
<0.1
00545 - Solids
ml/I
LESST
6
2
2003
<0.1
00545 - Solids
ml/I
LESST
6
3
2003
<0.1
00545 - Solids
ml/I
LESST
6
4
2003
<0.1
00545 - Solids
ml/I
LESST
6
5
2003
<0.1
00545 - Solids
ml/I
LESST
6
6
2003
<0.1
00545 - Solids
ml/I
LESST
7

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266 y
Month
Day
Year
Comment
Parameter
UoM
Value Modifie
6
9
2003
<0.1
00545 - Solids
ml/I
LESST
6
10
2003
<0.1
00545 - Solids
ml/I
LESST
6
11
2003
<0.1
00545 - Solids
mVl
LESST
6
12
2003
<0.1
00545 - Solids
ml/I
LESST
6
13
2003
<0.1
00545 - Solids
ml/I
LESST
6
16
2003
<0.1
00545 - Solids
ml/I
LESST
6
17
2003
<0.1
00545 - Solids
ml/I
LESST
6
18
2003
<0.1
00545 - Solids
MIA
LESST
6
19
2003
<0.1
00545 - Solids
MVI
LESST
6
20
2003
<0.1
00545 - Solids
MVI
LESST
6
23
2003
<0.1
00545 - Solids
mi/I
LESST
6
24
2003
<0.1
00545 - Solids
ml/I
LESST
6
25
2003
<0.1
00545 - Solids
mi/I
LESST
6
26
2003
<0.1
00545 - Solids
MVI
LESST
6
27
2003
<0.1
00545 - Solids
MVI
LESST
6
30
2003
<0.1
00545 - Solids
ml/I
LESST
7
1
2003
<0.1
00545 - Solids
ml/I
LESST
7
2
2003
<0.1
00545 - Solids
my[
LESST
7
3
2003
<0.1
00545 - Solids
ml/I
LESST
7
7
2003
<0.1
00545 - Solids
ml/I
LESST
7
8
2003
<0.1
00545 - Solids
mVl
LESST
7
9
2003
<0.1
00545 - Solids
mVl
LESST
7
10
2003
<0.1
00545 - Solids
mVl
LESST
7
11
2003
<0.1
00545 - Solids
ml/I
LESST
7
14
2003
<0.1
00545 - Solids
m1/I
LESST
7
15
2003
<0.1
00545 - Solids
ml/I
'LESST
7
16
2003
<0.1
00545 - Solids
mVl
LESST
7
17
2003
<0.1
00545 - Solids
mVl
LESST
7
18
2003
<0.1
00545 - Solids
ml/I
LESST
7
21
2003
<0.1
00545 - Solids
mVl
LESST
7
22
2003
<0.1
00545 - Solids
MVI
LESST
7
23
2003
<0.1
00545 - Solids
mvi
LESST
7
24
2003
<0.1
00545 - Solids
MVI
LESST
7
25
2003
<0.1
00545 - Solids
mi/I
LESST
7
28
2003
<0.1
00545 - Solids
mVl
LESST
7
29
2003
<0.1
00545 - Solids
ml/I
LESST
7
30
2003
<0.1
00545 - Solids
ml/I
LESST
7
31
2003
<0.1
00545 - Solids
ml/I
LESST
8
1
2003
<0.1
00545 - Solids
ml/I
LESST
8
4
2003
<0.1
00545 - Solids
ml/I
LESST
8
5
2003
<0.1
00545 - Solids
ml/I
LESST
8
6
2003
<0.1
00545 - Solids
ml/I
LESST
8
7
2003
<0.1
00545 - Solids
MVI
LESST
8
8
2003
<0.1
00545 - Solids
ml/I
LESST
8
11
2003
<0.1
00545 - Solids
ml/I
LESST
8
12
2003
<0.1
00545 - Solids
ml/I
LESST
8
13
2003
<0.1
00545 - Solids
mVl
LESST
8
14
2003
<0.1
00545 - Solids
mi/I
LESST
8
15
2003
<0.1
00545 - Solids
mVl
LESST
8
18
2003
<0.1
00545 - Solids
mi/I
LESST
8
19
2003
<0.1
00545 - Solids
ml/I
LESST
8
20
2003
<0.1
00545 -Solids
mi/I
LESST
RI

Louisiana Pacific Corpor
' NC0005266
00545 - Settleable Solids
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
8
21
2003
<0.1
00545 - Solids
mill
LESST
8
22
2003
<0.1
00545 - Solids
ml/I
LESST
8
25
2003
<0.1
00545 - Solids
ml/I
LESST
8
26
2003
<0.1
00545 - Solids
mill
3.5
8
27
2003
<0.1
00545 - Solids
m1/I
LESST
8
28
2003
<0.1
00545 - Solids
ml/I
LESST
8
29
2003
<0.1
00545 - Solids
mill
LESST
9
2
2003
<0.1
00545 - Solids
mill
LESST
9
3
2003
<0.1
00545 - Solids
mVl
LESST
9
4
2003
<0.1
00545 - Solids
mill
LESST
9
5
2003
<0.1
00545 - Solids
mill
LESST
9
8
2003
<0.1
00545 - Solids
mill
LESST
9
9
2003
<0.1
00545 - Solids
mill
LESST
9
10
2003
<0.1
00545 - Solids
mill
50.
9
11
2003
<0.1
00545 - Solids
ml/I
LESST
9
12
2003
<0.1
00545 - Solids
mill
LESST
9
15
2003
<0.1
00545 - Solids
ml/I
LESST
9
16
2003
<0.1
00545 - Solids
mill
LESST
9
17
2003
<0.1
00545 - Solids
mill
LESST
9
18
2003
<0.1
00545 - Solids
m1/I
1.
9
19
2003
<0.1
00545 - Solids
ml/I
LESST
9
22
2003
<0.1
00545 - Solids
ml/I
LESST
9
23
2003
<0.1
00545 - Solids
m1/I
LESST
9
24
2003
<0.1
00545 - Solids
m1/I
LESST
9
25
2003
<0.1
00545 - Solids
mill
LESST
9
26
2003
<0.1
00545 - Solids
mill
LESST
9
29
2003
<0.1
00545 - Solids
m1/I
.5
9
30
2003
<0.1
00545 - Solids
m1/I
LESST
10
1
2003
00545 - Solids
mill
LESST
10
2
2003
00545 -Solids
m1/I
LESST
10
3
2003
00545 - Solids
m1/I
LESST
10
6
2003
00545 - Solids
m1/I
55.
10
7
2003
00545 - Solids
ml/1
LESST
10
8
2003
00545 - Solids
mill
LESST
10
9.
2003
00545 - Solids
m1/I
LESST
10
10
2003
00545 - Solids
mill
.5
10
13
2003
00545 - Solids
mill
LESST
10
14
2003
00545 - Solids
mill
LESST
10
15
2003
00545 - Solids
ml/I
LESST
10
16
2003
00545 - Solids
mill
LESST
10
17
2003
00545 - Solids
mill
375.
10
20
2003
00545 - Solids
mill
LESST
10
21
2003
00545 - Solids
MO
LESST
10
22
2003
00545 - Solids
mill
LESST
10
23
2003
00545 - Solids
mVl
LESST
10
24
2003
00545 -Solids
m1/I
LESST
10
27
2003
00545 - Solids
mill
LESST
10
28
2003
00545 - Solids
mill
LESST
10
29
2003
00545 - Solids
mill
LESST
10
30
2003
00545 -Solids
ml/I
LESST
10
31
2003
00545 -'Solids
mill
LESST
11
3
2003
c1
00545 -Solids
mill
LESST

Louisiana Pacific Corpor 00545 - Settleable Solids
NC0005266
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
11
4
2003
<.1
00545 - Solids
ml/I
LESST
11
5
2003
<.1
00545 - Solids
ml/I
LESST
11
6
2003
<.1
00545 - Solids
MIA
LESST
11
7
2003
<.1
00545 - Solids
myl
LESST
11
10
2003
<.1
00545 - Solids
ml/I
LESST
11
11
2003
<.1
00545 - Solids
ml/I
LESST
11
12
2003
<.1
00545 - Solids
ml/I
LESST
11
13
2003
<.1
00545 - Solids
ml/I
LESST
11
14
2003
<.1
00545 - Solids
ml/I
LESST
11
17
2003
<.1
00545 - Solids
ml/I
LESST
11
18
2003
<.1
00545 - Solids
ml/I
LESST
11
19
2003
<.1
00545 - Solids
ml/I
180.
11
20
2003
<.1
00545 - Solids
ml/I
LESST
11
21
2003
<.1
00545 - Solids
ml/I
LESST
11
24
2003
<.1
00545 - Solids
ml/I
LESST
11
25
2003
<.1
00545 - Solids
ml/I
LESST
11
26
2003
<.1
00545 - Solids
ml/I
LESST
12
1
2003
<.1
00545 - Solids
myl
LESST
12
2
2003
<.1
00545 - Solids..
ml/I
LESST
12
3
2003
<.1
00545 - Solids
ml/I
LESST
12
4
2003
<.1
00545 - Solids
ml/I
LESST
12
5
2003
<.1
00545 - Solids
ml/I
LESST
12
8
2003
<.1
00545 - Solids
ml/I
LESST
12
9
2003
<.1
00545 - Solids
m1/I
.5
12
10
2003
<.1
00545 - Solids
ml/I
LESST
12
11
2003
<.1
00545 - Solids
ml/I
LESST
12
12
2003
<A
00545 - Solids
ml/I
LESST
12
15
2003
<.1
00545 - Solids
ml/I
LESST
12
16
2003
<.1
00545 - Solids
ml/I
LESST
12
17
2003
<.1
00545 - Solids
ml/I
LESST
12
18
2003
<.1
00545 - Solids
ml/I
LESST
12
19
2003
<.1
00545 - Solids
ml/I
LESST
12
22
2003
<.1
00545 - Solids
ml/I
LESST
12
23
2003
<.1
00545 - Solids
ml/I
LESST
12
26
2003
<.1
00545 - Solids
ml/I
LESST
12
29
2003
<.1
00545 - Solids
ml/I
LESST
12
30
2003
<1
00545 - Solids
ml/I
LESST
12
31
2003
<.1
00545 - Solids
ml/I
LESST
1
2
2004
<0.1
00545 - Solids
ml/I
1.
1
5
2004
<0.1
00545 - Solids
ml/I
LESST
1
6
2004
<0.1
00545 - Solids
ml/I
LESST
1
7
2004
<0.1
00545 - Solids
ml/I
.5
1
8
2004
<0.1
00545 - Solids
ml/I
LESST
1
9
2004
<0.1
00545 - Solids
ml/I
LESST
1
12
2004
<0.1
00545 -Solids
mVl
LESST
1
13
2004
<0.1
00545 - Solids
ml/I
LESST
1
14
2004
<0.1
00545 - Solids
ml/I
LESST
1
15
2004
<0.1
00545 - Solids
ml/I
LESST
1
16
2004
<0.1
00545 - Solids
ml/I
LESST
1
19
2004
<0.1
00545 - Solids
mUl
LESST
1
20
2004
<0.1
00545 - Solids
ml/I
LESST
1
21
2004
<0.1
00545 - Solids
ml/I
20.
10

Louisiana Pacific Corpor 00545 -'Settleable Solids
NC0005266
Month
Day
Year
Comment
Parameter
UoM
Value
Modifie
1
22
2004
<0.1
00545 - Solids
mUl
LESST
1
23
2004
<0.1
00545 - Solids
ml/I
LESST
1
26
2004
<0.1
00545 - Solids
ml/I
LESST
1
27
2004
<0.1'
00545 - Solids
mul
23.
1
28
2004
<0.1
00545 - Solids
ml/I
12.
1
29
2004
<0.1
00545 - Solids
ml/I
25.
1
30
2004
<0.1
00545 - Solids
ml/I
70.
2
2
2004
<0.1
00545 - Solids
ml/I
60.
2
3
2004
<0.1
00545 - Solids
ml/I
150.
2
4
2004
<0.1
00545 - Solids
ml/I
70.
2
5
2004
<0.1
00545 - Solids
ml/I
60.
2
6
2004
<0.1
00545 - Solids
ml/I
100.
2
9
2004
<0.1
00545 - Solids
ml/I
LESST
2
10
2004
<0.1
00545 - Solids
ml/I
125.
2
11
2004
<0.1
00545 - Solids
ml/I
300.
2
12
2004
<0.1
00545 - Solids
ml/I
8.
2
13
2004
<0.1
00545 - Solids
ml/I
125.
2
16
2004
<0.1
00545 - Solids
ml/I
80.
2
17
2004
<0.1
00545 - Solids
ml/I
45.
2
18
2004
<0.1
00545 - Solids
ml/I
3.
2
19
2004
<0.1
00545 - Solids
ml/I
60.
2
20
2004
<0.1
00545 - Solids
ml/I
LESST
2
23
2004
<0.1
00545 - Solids
ml/I
LESST
2
24
2004
<0.1
00545 - Solids
ml/I
LESST
2
25
2004
<0.1
00545 - Solids
ml/I
LESST
2
26
2004
<0.1
00545 - Solids
ml/I
1.
2
27
2004
<0.1
00545 - Solids
myl
200.
3
1
2004
<0.1
00545 - Solids
ml/I
110.
3
-2
2004
<0.1
00545 - Solids
ml/I
140.
3
3
2004
<0.1
00545 - Solids
ml/I
120.
3
4
2004
<0.1
00545 - Solids
ml/I
85.
3
5
2004
<0.1
00545 - Solids
myl
LESST
3
8
2004
<0.1
.00545 - Solids
ml/I
8.
3
9
2004
<0.1
00545 - Solids
ml/I
160.
3
10
2004
<0.1
00545 - Solids
ml/I
60.
3
11
2004
<0.1
00545 - Solids
ml/I
70.
3
12
2004
<0.1
00545 - Solids
ml/I
160.
3
15
2004
<0.1
00545 - Solids
myl
50.
3
16
2004
<0.1
00545 - Solids
ml/I
90.
3
17
2004
<0.1
00545 - Solids
ml/I
155.
3
18
2004
<0.1
00545 -Solids
ml/I
220.
3
19
2004
<0.1
00545 - Solids
ml/I
300.
3
22
2004
<0.1
00545 - Solids
ml/I
90.
3
23
2004
<0.1
'00545 - Solids
ml/I.
175.
3
24
2004
<0.1
00545 - Solids
ml/I
210.
3
25
2004
<0.1
00545 - Solids
ml/I
14.
3
26
2004
<0.1
00545 - Solids
myl
LESST
3
29
2004
<0.1
00545 - Solids
ml/I
140.
3
30
2004
<0.1
00545 - Solids
ml/I
30.
3
31
2004
<0.1
00545 - Solids
ml/I
140.
11

• Louisiana Pacific Corpor
32730 - Phenols
` NCOOD5266
MA�40/�Qi 0�
Month
Day
Year
Comment
UoM
Value
Modifie
�T`1 yJf�-ucS
1
2
2002
ugA
38.
A
1
3
2002
ugA
37.
( �Q4
��`��`llll/l''
1
4
2002
ug/I
17.
1
7
2002
ug/I
10.
_ ,n yr„ i C,6 /U14"% 1 j—OC � 5
1
8
2002
ug/1
LESST
1
9
2002
ogA
15.
1
10
2002
U911
LESST
1
11
2002
ug/I
LESST
1
14
2002
ugA
LESST
1
15
2002
ugA
LESST
1
16
2002
u9A
LESST
1
17
2002
u9A
LESST
1
18
2002
ug/1
LESST
1
21
2002
u9/I
LESST
1
22
2002
ug/l
LESST
1
23
2002
ug/I
LESST
1
24
2002
UgA
LESST
1
25
2002
ug/I
LESST
1
28
2002
ug/I
LESST
1
29
2002
ugA
LESST
1
30
2002
ugA
LESST
1
31
2002
ug/I
LESST
2
1
2002
<10
ug/l
LESST
2
4
2002
<10
ug/l
LESST
2
5
2002
<10
u9A
LESST
2
6
2002
<10
ugA
LESST
2
7
2002
<10
ugA
22.
2
11
2002
<10
ugn
LESST
2
12
2002
<10
U9/1
LESST
2
13
2002
<10
ug/I
LESST
2
14
2002
<10
u9/1
LESST
2
15
2002
<10
ug/I
LESST
2
18
2002
<10
ug/I
LESST
2
19
2002
<10
ug/I
LESST
2
20
2002
<10
ug/I
LESST
2
21
2002
<10
ugA
LESST
2
22
2002
<10
ug/I
LESST
2
25
2002
<10
ug/I
LESST
2
26
2002
<10
ugA
LESST
2
27
2002
<10
ug/I
LESST
2
28
2002
<10
ug/l
LESST
3
1
2002
<10
ug/I
LESST
3
4
2002
<10
ug/I
LESST
3
5
2002
<10
ugA
LESST
3
6
2002
<10
u9A
LESST
3
7
2002
<10
ugn
LESST
3
8
2002
<10
ugA
LESST
3
11
2002
<10
ugA
LESST
3
12
2002
<10
ug/I
LESST
3
13
2002
<10
ugA
LESST
3
14
2002
<10
U9A
LESST
3
15
20D2
<10
ug/l
LESST
1

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value Modifie
3
18
2002
<10
ug/I
LESST
3
19
2002
<10
ug/I
LESST
3
20
2002
<10
ug/I
LESST
3
21
2002
<10
ug/I
LESST
3
22
2002
<10
ug/I
LESST
3
25
2002
<10
ug/I
LESST
3
26
2002
<10
ug/I
LESST
3
27
2002
<10
ug/I
LESST
3
2B
2002
<10
ug/I
LESST
3
29
2002
<10
ug/I
LESST
4
1
2002
ug/I
LESST
4
2
2002
ug/I
LESST
4
3
2002
ug/I
LESST
4
4
2002
ug/I
LESST
4
5
2002
ug/I
LESST
4
8
2002
ug/I
LESST
4
9
2002
ug/I
LESST
4
10
2002
ug/I
LESST
4
11
2002
ug/I
LESST
4
12
2002
ug/I
LESST
4
15
2002
ug/I
LESST
4
16
2002
ug/I
LESST
4
17
2002
ug/I
LESST
4
18
2002
ug/I
LESST
4
19
2002
ug/I
LESST
4
22
2002
ug/I
LESST
4
23
2002
ug/I
LESST
4
24
2002
ug/I
LESST
4
25
2002
ug/I
LESST
4
26
2002
ug/I
LESST
4
29
2002
ug/I
LESST
4
30
2002
ug/I
LESST
5
1
2002
ug/I
LESST
5
2
2002
ug/I
LESST
5
3
2002
ug/I
LESST
5
6
2002
ug/I
LESST
5
7
2002
ug/I
LESST
5
8
2002
ug/I
LESST
5
9
2002
ug/I
LESST
5
10
2002
ug/I
LESST
5
13
2002
ug/I
LESST
5
14
2002
ug/I
LESST
5
15
2002
ug/I
LESST
5
16
2002
ug/I
LESST
5
17
2002
ug/I
LESST
5
20
2002
ug/I
LESST
5
21
2002
ug/I
LESST
5
22
2002
ug/I
LESST
5
23
2002
ug/I
LESST
5
24
2002
ug/I
LESST
5
28
2002
ug/I
LESST
5
29
2002
ug/I
LESST
2

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value Modifie
5
30
2002
ug/I
LESST
5
31
2002
ug/I
LESST
6
3
2002
<10
ug/I
LESST
6
4
2002
<10
ug/1
LESST
6
5
2002
<10
ug/I
LESST
6
6
2002
<10
ug/I
LESST
6
7
2002
<10
ug/I
LESST
6
10
2002
<10
ug/I
LESST
6
11
2002
<10
ug/l
LESST
6
12
2002
<10
ug/I
LESST
6
13
2002
<10
ug/l
LESST
6
14
2002
<10
ug/I
LESST
6
17
2002
<10
ug/I
LESST
6
18
2002
<10
ug/I
LESST
6
19
2002
<10
ug/I
LESST
6
20
2002
<10
ug/I
LESST
6
21
2002
<10
ug/I
LESST
6
24
2002
<10
ug/l
LESST
6
25
2002
<10
ug/l
LESST
6
26
2002
<10
ug/I
LESST
6
27
2002
<10
ug/l
LESST
6
28
2002
<10
ug/I
LESST
7
1
2002
<10
ug/I
LESST
7
2
2002
<10
ug/l
LESST
7
3
2002
<10
ug/I
LESST
7
5
2002
<10
ug/I
LESST
7
8
2002
<10
ug/I
LESST
7
9
2002
<10
ug/I
LESST
7
10
2002
<10
ug/l
LESST
7
11
2002
<10
ug/I
LESST
7
12
2002
<10
ug/I
LESST
7
15
2002
<10
ug/I
LESST
7
16
2002
<10
ug/I
LESST
7
17
2002
<10
ug/I
LESST
7
18
2002
<10
ug/I
LESST
7
19
2002
<10
ug/I
LESST
7
22
2002
<10
ug/I
LESST
7
23
2002
<10
ug/I
LESST
7
24
2002
<10
ug/I
LESST
7
25
2002
<10
ug/I
LESST
7
26
2002
<10
ug/l
LESST
7
29
2002
<10
ug/I
LESST
7
30
2002
<10
ug/I
LESST
7
31
2002
<10
ug/I
LESST
8
1
2002
<10
ug/I
LESST
8
2
2002
<10
ug/I
LESST
8
5
2002
<10
ug/I
LESST
8
6
2002
<10
ug/I
LESST
8
7
2002
<10
ug/I
LESST
8
8
2002
<10
ug/I
LESST
8
9
2002
<10
ug/I
LESST
8
12
2002
<10
ug/I
LESST
3

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value Modifie
8
13
2002
<10
ug/l
LESST
8
14
2002
<10
ug/I
LESST
8
15
2002
<10
ug/I
LESST
8
16
2002
<10
ug/I
LESST
8
19
2002
<10
ug/I
LESST
8
20
2002
<10
ug/I
LESST
8
21
2002
<10
ug/I
LESST
8
22
2002
<10
ug/I
LESST
8
23
2002
<10
ug/I
LESST
8
26
2002
<10
ug/I
LESST
8
27
2002
<10
ug/I
LESST
8
28
2002
<10
ug/I
LESST
8
29
2002
<10
ug/I
LESST
8
30
2002
<10
ug/I
LESST
9
3
2002
<10
ug/I
LESST
9
4
2002
<10
ug/I
LESST
9
5
2002
<10
ug/I
LESST
9
6
2002
<10
ug/I
LESST
9
9
2002
<10
ug/I
LESST
9
10
2002
<10
ug/I
LESST
9
11
2002
<10
ug/I
LESST
9
12
2002
<10
ug/I
LESST
9
13
2002
<10
ug/I
LESST
9
16
2002
<10
ug/I
LESST
9
17
2002
<10
ug/I
LESST
9
18
2002
<10
ug/I
LESST
9
19
2002
<10
ug/I
LESST
9
20
2002
<10
ug/I
LESST
9
23
2002
<10
ug/I
LESST
9
24
2002
<10
ug/I
LESST
9
25
2002
<10
ug/I
LESST
9
26
2002
<10
ug/I
LESST
9
27
2002
<10
ug/I
LESST
9
30
2002
<10
ug/I
LESST
10
1
2002
<10
ug/I
LESST
10
2
2002
<10
ug/I
LESST
10
3
2002
<10
ug/I
LESST
10
4
2002
<10
ug/I
LESST
10
7
2002
<10
ug/I
LESST
10
8
2002
<10
ug/I
LESST
10
9
2002
<10
ug/I
LESST
10
10
2002
<10
ug/I
LESST
10
11
2002
<10
ug/I
LESST
10
14
2002
<10
ug/I
LESST
10
15
2002
<10
ug/I
LESST
10
16
2002
<10
ug/I
LESST
10
17
2002
<10
ug/I
LESST
10
18
2002
<10
ug/I
LESST
10
21
2002
<10
ug/I
LESST
10
22
2002
<10
ug/I
LESST
10
23
2002
<10
ug/I
LESST
10
24
2002
<10
ug/I
LESST
4

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
1.10M
Value Modifie
10
25
2002
<10
ug/I
LESST
10
28
2002
<10
ug/I
LESST
10
29
2002
<10
ug/I
LESST
10
30
2002
<10
ug/I
LESST
10
31
2002
<10
ug/I
LESST
11
1
2002
<10
ug/I
LESST
11
4
2002
<10
ug/I
LESST
11
5
2002
<10
ug/I
LESST
11
6
2002
<10
ug/I
LESST
11
7
2002
<10
ug/I
LESST
11
8
2002
<10
ug/I
LESST
11
11
2002
<10
ug/I
LESST
11
12
2002
<10
ug/I
LESST
11
13
2002
<10
ug/I
LESST
11
14
2002
<10
ug/I
LESST
11
15
2002
<10
ug/I
LESST
11
18
2002
<10
ug/I
LESST
11
19
2002
<10
ug/I
LESST
11
20
2002
<10
ug/I
LESST
11
21
2002
<10
ug/I
LESST
11
22
2002
<10
ug/I
LESST
11
25
2002
<10
ug/I
LESST
11
26
2002
<10
ug/I
LESST
11
27
2002
<10
ug/I
LESST
12
2
2002
<10
ug/I
LESST
12
3
2002
<10
ug/I
LESST
12
4
2002
<10
ug/I
LESST
12
5
2002
<10
ug/I
LESST
12
6
2002
<10
ugm
LESST
12
9
2002
<10
ug/I
LESST
12
10
2002
<10
ug/l
LESST
12
11
2002
<10
ug/I
LESST
12
12
2002
<10
ug/I
LESST
12
13
2002
<10
ug/I
LESST
12
16
2002
<10
ug/I
LESST
12
17
2002
<10
ug/I
LESST
12
18
2002
<10
ug/I
LESST
12
19
2002
<10
ug/I
LESST
12
20
2002
<10
ug/I
LESST
12
23
2002
<10
ug/I
LESST
12
26
2002
<10
ug/I
LESST
12
27
2002
<10
ug/I
LESST
12
30
2002
<10
ug/I
LESST
12
31
2002
<10
ug/I
LESST
1
2
2003
<10
ug/I
LESST
1
3
2003
<10
ug/I
LESST
1
6
2003
<10
ug/I
LESST
1
7
2003
<10
ug/I
LESST
1
8
2003
<10
ug/I
LESST
1
9
2003
<10
ug/I
LESST
1
10
2003
<10
,ug/I
LESST
1
13
2003
<10
ug/I
LESST
5

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value
Modifie
1
14
2003
<10
ug/I
LESST
1
15
2003
<10
ug/I
LESST
1
16
2003
<10
ug/I
LESST
1
17
2003
<10
ug/I
LESST
1
20
2003
<10
ug/I
LESST
1
21
2003
<10
ug/I
LESST
1
22
2003
<10
ug/I
24.
1
23
2003
<10
ug/I
LESST
1
24
2003
<10
ug/I
LESST
1
27
2003
<10
ug/I
LESST
1
28
2003
<10
ug/I
LESST
1
29
2003
<10
ug/I
LESST
1
30
2003
<10
ug/I
LESST
1
31
2003
<10
ug/I
LESST
2
3
2003
<10
ug/I
LESST
2
4
2003
<10
ug/I
LESST
2
5
2003
<10
ug/I
LESST
2
6
2003
<10
ug/I
LESST
2
7
2003
<10
ug/I
12.
2
10
2003
<10
ug/I
LESST
2
11
2003
<10
ug/I
LESST
2
12
2003
<10
ug/I
LESST
2
13
2003
<10
ug/I
LESST
2
14
2003
<10
ug/I
LESST
2
17
2003
<10
ug/I
LESST
2
18
2003
<10
ug/I
LESST
2
19
2003
<10
ug/I
LESST
2
20
2003
<10
ug/I
LESST
2
21
2003
<10
ug/I
14.
2
24
2003
<10
ug/I
LESST
2
25
2003
<10
-' ug/I
LESST
2
26
2003
<10
ug/I
LESST
2
27
2003
<10
ug/I
LESST
2
28
2003
<10
ug/I
LESST
3
3
2003
<10
ug/I
LESST
3
4
2003
<10
ug/I
LESST
3
5
2003
<10
ug/I
LESST
3
6
2003
<10
ug/I
LESST
3
7
2003
<10
ug/I
LESST
3
10
2003
<10
ug/I
LESST
3
11
2003
<10
ug/I
LESST
3
12
2003
<10
ug/I
LESST
3
13
2003
<10
ug/I
LESST
3
14
2003
<10
ug/I
LESST
3
17
2003
<10
ug/I
LESST
3
18
2003
<10
ug/I
LESST
3
19
2003
<10
ug/I
LESST
3
20
2003
<10
ug/I
LESST
3
21
2003
<10
ug/I
LESST
3
24
2003
<10
ug/I
LESST
3
25
2003
<10
ug/I
LESST
3
26
2003
<10
ug/I
LESST
M

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value Modifie
3
27
2003
<10
ug/I
LESST
3
28
2003
<10
ug/I
LESST
3
29
2003
<10
ug/I
LESST
3
30
2003
<10
ug/I
LESST
3
31
2003
<10
ug/l
LESST
4
1
2003
<10
ug/I
LESST
4
2
2003
<10
ug/I
LESST
4
3
2003
<10
ug/I
LESST
4
4
2003
<10
ug/I
LESST
4
7
2003
<10
ug/I
LESST
4
8
2003
<10
ug/I
LESST
4
9
2003
<10
ug/I
LESST
4
10
2003
<10
ug/I
LESST
4
11
2003
<10
ug/I
LESST
4
14
2003
<10
ug/I
LESST
4
15
2003
<10
ug/I
LESST
4
16
2003
<10
ug/I
LESST
4
17
2003
<10
ug/I
LESST
4
18
2003
<10
ug/I
LESST
4
21
2003
<10
ug/I
LESST
4
22
2003
<10
ug/I
LESST
4
23
2003
<10
ug/I
LESST
4
24
2003
<10
ug/I
LESST
4
25
2003
<10
ug/I
LESST
4
28
2003
<10
ug/I
LESST
4
29
2003
<10
ug/I
LESST
4
30
2003
<10
ug/I
LESST
6
2
2003
<10
ug/I
LESST `
6
3
2003
<10
ug/I
LESST
6
4
2003
<10
ug/I
LESST
6
5
2003
<10
ug/I
LESST
6
6
2003
<10
ug/I
LESST
6
9
2003
<10
ug/I
LESST
6
10
2003
<10
ug/I
LESST
6
11
2003
<10
ug/I
LESST
6
12
2003
<10
ug/I
LESST
6
13
2003
<10
ug/I
LESST
6
16
2003
<10
ug/I
LESST
6
17
2003
<10
ug/I
LESST
6
18
2003
<10
ug/I
LESST
6
19
2003
<10
ug/I
LESST
6
20
2003
<10
ug/I
LESST
6
23
2003
<10
ug/I
LESST
6
24
2003
<10
ug/I
LESST
6
25
2003
<10
ug/I
LESST
6
26
2003
<10
ug/I
LESST
6
27
2003
<10
ug/I
LESST
6
30
2003
<10
ug/I
LESST
7
1
2003
<10
ug/I
LESST
7
2
2003
<10
ug/I
LESST
7
3
2003
<10
ug/I
LESST
7
7
2003
<10
ug/I
LESST

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value
Modifie
7
8
2003
<10
ug/I
LESST
7
9
2003
<10
ug/I
LESST
7
10
2003
<10
ug/I
LESST
7
11
2003
<10
ug/I
LESST
7
14
2003
<10
ug/I
LESST
7
15
2003
<10
ug/I
LESST
7
16
2003
<10
ug/I
LESST
7
17
2003
<10
ug/I
LESST
7
18
2003
<10
ug/I
LESST
7
21
2003
<10
ug/I
LESST
7
22
2003
<10
ug/I
LESST
7
23
2003
<10
ug/I
LESST
7
24
2003
<10
ug/l
LESST
7
25
2003
<10
ug/I
LESST
7
28
2003
<10
ug/I
LESST
7
29
2003
<10
ug/I
LESST
7
30
2003
<10
ug/I
LESST
7
31
2003
<10
ug/I
LESST
8
1
2003
<10
ug/I
LESST
8
4
2003
<10
ug/I
LESST
8
5
2003
<10
ug/I
LESST
8
6
2003
<10
ug/I
LESST
8
7
2003
<10
ug/I
LESST
8
8
2003
<10
ug/I
LESST
8
11
2003
<10
ug/I
LESST
8
12
2003
<10
ug/I
LESST
8
13
2003
<10
ug/I
LESST
8
14
2003
<10
ug/I
LESST
8
15
2003
<10
ug/I
LESST
8
18
2003
<10
ug/I
LESST
8
19
2003
<10
ug/I
LESST
8
20
2003
<10
ug/I
LESST
8
21
2003
<10
ug/I
LESST
8
22
2003
<10
ug/I
LESST
8
25
2003
<10
ug/I
LESST
8
26
2003
<10
ug/I
LESST
8
27
2003
<10
ug/I
LESST
8
28
2003
<10
ug/I
LESST
8
29
2003
<10
ug/I
LESST
9
2
2003
<10
ug/I
LESST
9
3
2003
<10
ug/l
LESST
9
4
2003
<10
ug/l
LESST
9
5
2003
<10
ug/I
15.
9
8
2003
<10
ug/I
18.
9
9
2003
<10
ug/I
18.
9
10
2003
<10
ug/I
12.
9
11
2003
<10
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12
2003
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15
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4
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Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value
Modifie
9
19
2003
<10
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9
22
2003
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9
23
2003
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2003
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10
2
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10
3
2003
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10
6
2003
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10
7
2003
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8
2003
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9
2003
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2003
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13
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14
2003
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27
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28
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30
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31
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11
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11
17
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11
18
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3
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9

Louisiana Pacific Corpor 32730 - Phenols
NC0005266
Month
Day
Year
Comment
UoM
Value Modifie
12
4
2003
<10
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12
5
2003
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12
8
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15
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12
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22
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29
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Louisiana Pacific Corpor 32730 - Phenols
• NC0005266
Month
Day
Year
Comment
UoM
2
17
2004
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2004
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().i ass [c
NORTH CAROLINA
FORSYTH COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, personally
appeared D.H. Stanfield, who being duly sworn, deposes and says: that he is
Controller of the Winston-Salem Journal, engaged in the publishing of a newspaper
known as Winston-Salem Journal, published, issued and entered as second class mail
in the City of Winston-Salem, in said county and State: that he is authorized to make
this affidavit and sworn statement: that the notice or other legal advertisement, a true
copy of which is attached hereto, was published in Winston-Salem Journal on the
following dates:
June 4, 2004
and that the said newspaper in which such notice, paper document, or legal
advertisement was published was, at the time of each and every such publication, a
newspaper meeting all the requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified newspaper within
of Section 1-597 of the general statues of North Carolina.
This 4th day of June, 2004
(signature of pers making affidavit)
Sworn to and subscribed before me, this 4th day of Ju 2004
Nora lic
My Commission expires: September 28, 2005
OFFICIAL SEAL A.
Notary Public, North Carolina 7
COUNTY OF FORS
KIMALEY H ONl.
My Commission Expires
the meatt�I_g. ,
5 W
G J ;j
1 5 2004 !'J

CARTER-HUBBARD PUBLISHING COMPANY, Inc.
PUBLISHERS
PRINTERS WILKES JOURNAL -PATRIOT STATIONERS
711 Main Street Telephgna�.d�3361667,8181-.-: R,0.6.ox.70.....__.F�c.38-8,3,8-SS64
NORTH WILE;P,'SBdltb,
r
1
BILL TO: ` OICE NO.
NC D E N R/D W Q/N P D E S I
Attn: Carolyn Bryant JUL 6 2004 MER NO.
1617 Mail Service Center
Raleigh, NC 27699-1617 1 DENR - W.UFR MIA1 ttv
9eturn Stub With Your Remittance. Retain Lower Portion For Your Record.
DATE I TERMS
06/30/041 NET CASH FIRST OF MONTH FOLLOWING DATE OF PURCHASE
12359*06*04
Page: 1
12359
an ANNUAL PERCENTAGE RATE OF
over 30 days old.
SERVICE
DATE
INCHES
DESCRIPTION
AMOUNT
Balance forward: (�
Total payments:
0.00
Charges...
06-04-04
0.00
Legal ad -- PUBLIC NOTICE NC ENVIRONMENTAL MANAGEMENT COMM: NPDES
42.05
UNIT
Total charges:
42.05
Balance due:
42.05
Current
Over, 30: Over, 60: Over, 90: Over-
120:
42. 05
00
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CARTER-HUBBARD PUBLISHING COMPANY, INC.

Re: LP Corporation Roaring River
Subject: Re: LP Corporation Roaring River
From: Jesse Wells <[e-mail]>
Date: Mon, 24 May 2004 07:03:56 -0400
To: Susan Wilson <[e-mail]>
CC: "doug.holyfield" <[e-mail]>, Kathleen Waylett <[e-mail]>
Hey Susan: The case is presently in the AG's office. Both CertainTeed & LP
were issued AOCs and issues arising from the issuance of the ADCs are still
in negotiations. From my last print out, of AG activity summaries, for
CertainTeed it indicates a response is being drafted to a written submission
from CT. A meeting was held with LP on 8/6/2003. LP was to submit comments
on their AOC and propose penalty amount. Whether this has been done I do
not know.
Do you have any regulatory controls of the wastewater system upgradient from
the specific discharge point? If you have any regulatory controls that can
be drafted into the permit concerning the actual discharge point into the
impoundment that would be helpful. If possible language could be placed in
their permit that would state that the pH of wastewaters going into the
impoundment must be below pH 12.5 and that CertainTeed be required to some
type of pH monitoring requirement using standard methods & documented. If I
find out anything else I will let you know. Jesse
Susan Wilson wrote:
Jesse,
Could you give me a rundown of what transpired with any enforcement
action for LP? They had some issues with their adjacent company,
Certainteed, which was causing some problems with their intake water.
I'm working on their NPDES permit and I saw some initial letters - but I
haven't heard anything more. Thanks much.
5 (7_4 - 56sSt uti�5 �OC t= ix�+ 4.tir N5 Ci 2tus srhNCLs)1
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AGENDA
DENR Site Visit
To
Roaring River, North Carolina
1. Introductions it/
2. NPDES Permit Application Status/Schedule
3. Request for Increased Discharge Flow Rate
- 1.0 mgd --> 1.5 mgd
- No increase in BOD or TSR sought
- Rationale for increased flow rate
4. Review EAA Submittal
- Flow rate basis background
- Seasonal impact on TSR
- Seasonal limits (warm vs. cold months)
- Laboratory investigation
- Proposed modifications (new PFD)
- Pilot study
5. Plant Walk -Through
- Treatment demonstration in lab
- Inspect pilot plant
- Review PFD during walk-through
6. Sanitary effluent re-routing
- Establish new outfall (internal ?)
- Expected limits for sanitary effluent
7. Revisit Scheduling Issues
- Timing for ATC application
- Review/approval periods
G:\WP\LPROARINGRIVER\AGENDALDOC 02/18/04

12000
8000
6000
cc
U)
4000
2000
0
Figure 1
Seasonal Effluent TSR (1998-2002)
- t1998
1999 Monthly Average Limit = 12,000
—� 2000
—f F 2001
—ilf— 2002
1 2 3 4 5 6 7 8 9 10 11 12
Month of Year
RMT North Carolina, Inc. I Louisiana-Pacific Corporation
EAA 5
1. \"Gn\Pfno0-71345\01 \Rm71345Mm2. c December 2003

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PROJECT: LOUISIANA PACIFIC
ROARING RIVER, NC.
SHEET TITLE: FIGURE 3
VMTP PROCESS FLOW DIAGRAM
CURRENT CONFIGURATION
DRAWN 8Y: CAG SCALE: PROD. NO. 71345.01
x
CHECKED BY- SCW NONE RLE NO. TTMW 3
APPROVED BY: DATE PRINTED:
DATE 12-8-03
700 Verdae Blvd.
WLenn7le, SC 29607-3625
P.O. Box 29606-6778
to
Phone: 86f 4-28 281-0030
3
• Fox: 864 28i-0288
O

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2. EOUAIRATION- TANK RM PIPE TO BE EXTENDED DON BELOW LOW WATER LEVEL.
a FINAL EFFLUENT FLOW WTER/PIPE MYRON TO BE RECONFIGURED AND UP-MED.
RM-Nw DOE or DEsaapllol FL/..!a OWE ELT DE9RePIlON
A 2-12-" GAG DmA1 500PE AND NC DON PI*VIM
FILTERS
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L'OUISUNA PACIFIC
ROARING RIVER hUL
ROARING RIM, NC
1-16-D4
712-04
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2-12-04
i 1-22-M
POLYMER I
,ESS FLOW DIAGRAM I
WWTP UPGRADE

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CURRENT CONDITIONS AT CERTAINTEED
Parameter
Concentration (ppm)
Influent
Effluent
Flow, gpd
40,000
40,000
Oil & Grease
55
19
COD
279
193
TSS
90
42
Sulfate;
625
.512
Total Hardness
1,285
634
TDS
2,020
1,717
Conductivity, umhos/cm
5,134
2,140
Turbidity
47
13
pH
12
7.5 - 10

CURRENT SYSTEM
D
i
CERTAINTEED
ROARING RIVER; NORTH CAROLINA
WASTMA7QtIMUlW SYS1EN
PROCESS FLOW DIAGRAM
(PFD)
INGIMMUN%INC

CURRENT TREATMENT SYSTEM AT CERTAINTEED
Unit Operation
Function
ONAVater Separator
i Physically removed free oil From. wastewater
Equalization Tank
Reduces fluctuation in flow and composition
Recirculation Pump
Provides mixing in the mix tank
Control Valve
Controls level in the equalization tank
Mix Tank
Media for adding CO2, alum, and polymer for O&G, and calcium carbonate formation and precipitation
CO2 System
Reacts with calcium hydroxide to form calcium carbonate precipitate for removal
Sludge Tank
Holds flocculated water for transfer to filter press
Filter Press
Removes solid flocs from treated water
Transfer Pump
Pumps treated water to LP pond
Objective: . To reduce pH, remove calcium, Oil & Grease, TSS, turbidity,COD, TDS, and conductivity
In order to meet LP requirements in Phases I & II

DISCHARGE REQUIREMENTS
Parameter
LP Compliance Requirement (lbs./Day)
Phase I
Phase 'll
Phase III .
Flow, gpd
40,000
40,000
40,000
Oil & Grease
NA
NA
NA
COD
NA
NA
NA
TSS
NA
NA
NA
Sulfate
NA
NA
NA
Total Hardness
NA
NA
NA
TDS
NA
NA
NA
Conductivity, umhos/cm
2,500
2,500
2,500
Turbidity
30
30
30
pH
6.5-10
6.5-10
6.6-10
Total Mass Loading:
1,250
1,124
886
Phase I: 2004
Phase II: 2005
Phase III; 2006

CURRENT AND FUTURE COMPLIANCE REQUIREMENT AT CERTAINTEED
Parameter
Wastewater Characteristics (ppm)
Discharge Requirement in Phase III
Influent
Eff1uerit=-
Current.Flow
;ncreased Flow
Flow, gpd
40,000
40,000
40,000
80,000
Oil & Grease
55
20
30
_ 15
COD
279
200
1.70
85
TSS
90
50
55
27
Sulfate
625
600
'381
191
Total Hardness
1,285
700
784
392
TDS
2,020
1,800
1,232
616
Conductivity, umhos/cm
5,134
2,140
_ 27500
2,500
Turbidity
47 ,
13 -
30
30
pH
6.5-10
6.5-10
6.5-10
6.5-10
Total Mass Loading:
1,452
1,124
-885
885
Phase III: 2006 28d�
�1
Cwr Do vg S P-19OTr
Now
C1d L-P)

Figure 2. WASTEWATER TREATMENT AT CERTAINTEED
Discharge to LP's Raw Water Reservoir
Alternative #2
Press Pit
Off -Site Disposal
Water for Reuse
I Oil/Water
ISeparator
n--,
CO2 Neutralization
Oil Storage
Clarifler
Ultrafllter Nanofilter
-► Sludge
Reject Stream
Treated Water to RWR
N��� �►b�Y �'iy5
—o Residue for Disposal
Wf �9 Da�►� %✓ Z0
V% (000 4PO
t r® cyt m µat: )
5vyam,to
0

FUTURE TREATMENT SYSTEM ALTERNATIVE AT CERTAINTEED
Unit Operation
Function
Oi /Wb-ter Separator
Phys.icaRy removed free oil from wastewater
Equalization Tank
Reduces fluctuation in flow and composition
Mix Tank
Media for adding CO2, alum, and polymer for O&G, and calcium carbonate formation and precipitation
CO2 System
Reacts with calcium hydroxide to form calcium carbonate precipitate for removal
Mix Tank
Media for adding CO2
Unitrafiltration system
Remove -residual Oil & Grease and calcium carbonate precipitate
Nanofiltration system
Removes residual organics, TDS, calcium, sulfate, etc. Produces approximately 30% in reject stream
Evaporator
Reduces volume of reject stream from Nan ofiltration system for off -site disposal
Objective: To reduce pH, remove calcium, Oil & Grease, TSS, turbidity,COD, TDS, and conductivity
In order to meet LP requirements in Phases III
11

ULTRAFILTRATION/NANOFILTRATION PERFORMANCE (ppm)
Parameter
Concentration (ppm)
Influent
Effluent
Flow, gpd
40,000
40,000
Oil & Grease
55
<5
COD
279
50
TSS
90
<5
Sulfate
625
150
Total Hardness
1,285
100
TDS
2,020
300
Conductivity, umhos/cm
5,134
800
Turbidity
47
<5
Note: Effluent data are based on actual pilot test

Cost Assessment - Treatment & Discharge to Yadkin River - 40,000 gr)d
Backup
Document
Number
ITEM
Cost $ US
Total
CAPITAL COSTS'
.,
Land Acquisition
SWCV1
E ui ment Purchase
$ 15,110
Design Engineering 15% of equipment costs
$ 2,267
Labor (20% of equipment costs)
$ 3,022
Installation (piping and site work 25% of equipment costs
$ 3,778
Conventional Physical/Chemical Pretreatment System
$ 325,000
TOTAL
$ 349,177
RECURRING'COSTS'�
SWCV2
Operation and Maintenance
$ 28,043
Lab&ato Costs
$ 32,550
Operator and Support Staff
$ 36,000
Residual Disposal
$ 12,050
Connection and User Fees
$ _
Permit and Compliance Fees
$ 2,865
Utility Costs
$ 27,457
Other.
$ _
TOTAL
$ 138,964
PRESENTVAL'
UE (,,xF COSTS ANALYSIS,,E
Co
Costs incurred in present year
$ 349,177~
Co
Costs incurred in each year
$ 138,964
n
ending year of the life of the facility r
10
r
discount rate %
0.15
PV = Co + sum (Ct / (1+r) ^ t)
PV = PRESENT VALUE OF COSTS = E$ y'1,046606:
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis

' Recurring Costs Assessment - Treatment & Discharge to Yadkin River - 40,000 gpd
Backup
Document
Number
ITEM
Ou ntity
Cost $ US
Unit
cost per
unit
unit per
ear
FTotallyear,
QP,.ERA=TION & MAI-TENANCE'C:OSTS
SWCV2a
CO2 gas estimated usage 0.54 lb/min)
lb
$ 0.05
283,824
$ 14,933
SWCV2b
Coagulant flow rate 25 gpm, dosage 100 m
lb
$ 0.35
10,967
$ 3,838
SWCV2c
Polymer flow rate 25 gpm, dosage 20 m
lb
$ 3.37
2,193
$ 7,392
SWCV2d
re lacement H probe
unit
$ 940
2
$ 1,880
ANNUAL
TOTALI
$ 28,043
LABORATQRY'COSTS
SWCV2a
Hardness
sample
$ 15.60
250
$ 3,900
TDS
sample
$ 14.40
250
$ 3,600
TSS
sample
$ 14.40
250
$ 3,600
Oil and Grease
sample
$ 27.00
250
$ 6,750
Sulfate
sample
$ 15.60
250
$ 3,900
Turbidily,
sample
$ 14.40
250
$ 3,600
Conductivity
sample
$ 14.40
250
$ 3,600
COD
sample
$ 14.40
250
$ 3,600
ANNUAL
TOTAL
$ 32,550
Q,PERATOR:AND$UP,PORT.STAFF
CQS,TS„
Operator estimate
month
$ 3,000
12
$ 36,000
ANNUAL
TOTALI
$ 36,000
RESIDUAL DISPQSAL
_
Off -site solids/sludge disposal (based on 9 /day
sludge at 30% water and 70% sludge) (estimate)
ton
$ 50.00
241
$ 12,050
IN,ANl1`VSERsFEE$-
ANNUAL
TOTALI
$ 12,050
G`_`_O,NNEC,T,10
ANNUAL
TOTAL
$
SWCV2f
Permit Renewal
year
$ 2,865
1
$ 2,865
ANNUAL
TOTALI
$ 2,865
UTILITY"CASTS A
Power Requirements assume 70 hp and $0.06/kwh
kWh
$ 0.061
457,612
$ 27,457
ANNUAL
TOTALI
27,457
OTHER ri
ANNUAL
TOTAL
$ -
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis
r ».

w
Cost Assessment - Treatment & Discharge to Yadkin River - 80,000 qpd
Backup
Document
Number
ITEM
Cost $ US
Total
Land Acquisition
SWCV1
Equipment Purchase
$ 15,110
Design Engineering 15% of equipment costs
$ 2,267
Labor 20% of equipment costs
$ 3,022
Installation (piping and site work) (25% of equipment costs
$ 3,778
Conventional Phy sical/Chemical Pretreatment System
$ 475,000
TOTAL
$ 499,177
RECURRING COSTS;'; �:-
SWCV2
Operation and Maintenance
$ 57,523
Laboratory Costs
$ 32,550
Operator and Support Staff
$ 36,000
Residual Disposal
$ 26,800
Connection and User Fees
$ _
Permit and Compliance Fees
$ 2,865
Utility Costs
$ 47,304
Other
$ _
TOTAL
$ 203,042
Co
Costs incurred in present year
$ 499,177
Co
Costs incurred in each year
$ 203,042
n
ending year of the life of the facility r
10
r
discount rate %
0.15
PV = Co + sum (Ct / (1+r) ^ t)
PV = PRESENT VALUE OF COSTS
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit,Application
EAA Present -Value -of -Costs Analysis

%
Recurring Costs Assessment - Treatment & Discharge to Yadkin River - 80,000 qpd
Backup
Document
Number
OPERANT;IONA
Quanti Cost $ US
ITEM cost per unit per
Unit unit year Total/year
MAINTENANCE,GOSTS„s'
SWCV2a
SWCV2b
SWCV2c .
SWCV2d
CO2 gas estimated usage 1.2 lb/min)lb
Coagulant flow rate 50 gpm, dosage 100 m
Polymer flow rate 50 gpm, dosage 20 m
re lacement H probe
lb
lb
unit
$ 0.05
$ 0.35
$ 3.37
$ 940
630,720
21,933
4,387
2
$ 33,184
$ 7,677
$ 14,783
$ 11880
ANNUAL
TOTAL
$ 57,523
LABORATORY'•COSTS'; _'. ... . ,
SWCV2a
Hardness
sample
$ 15.60
250
$ 3,900
TDS
sample
$ 14.40
250
$ 3,600
TSS
sample
$ 14.40
250
$ 3,600
Oil and Grease
sample
$ 27.00
250
$ 6,750
Sulfate
sample
$ 15.60
250
$ 3,900
Turbidity
sample
$ 14.40
250
$ 3,600
Conductivity
sample
$ 14.40
250
$ 3,600
COD
sample
$ 14.40
250
$ 3;600
ANNUAL
TOTAL
$ 32,550
QPERATORFANQ`SUPPORT
STAEF,CO$TS ...... ..
Operator estimate
month
$ 3,000
12
$ 36,000
ANNUAL
TOTAL
$ 36,000
RESIDUAV' PISPOSeIL
mm x
Off -site solids/sludge disposal (based on 20 day
sludge at 30% water and 70% sludge) (estimate)
ton
$ 50.00
536
$ 26,800
ANNUAL
TOTALI
$ 26,800
CON NECTION�AND,1jSER;
FEES
ANNUAL
TOTAL
$ -
PERMIT AND
CQMPP IANCE,F,EESj}
SWCV2f
Permit Renewal
year
$ 2,865
1
$ 2,865
ANNUAL
TOTAL1
$ 2,865
UTILITY COSTS,; k
v
f
Power.Re uirements assume 120 hp and $0.06/kwh
kWh
$ 0.06
788,400
$ 47,304
ANNUAL
TOTAL
47,304
ANNUAL
TOTAL
$ -
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis
r -�

Cost Assessment - Ultrafiltration/Nanofiltration/Eva oration - 40,000 qpd
Co
C_
n
Backup
Document ITEM
Number Cost $ US
Total
Land Acquisition
1
E ui ment Purchase
$
760,00(
Design Engineering 15% of equipment costs
$
114,00(
Labor (20% of equipment costs)
$
152,OOC
Installation (piping and site work) (25% of equipment costs
$
190,00C
Conventional Physical/Chemical Pretreatment System
$
325,OOC
TOTAL
$
1,541,000
BURRING 'COSTS
Operation and Maintenance
$
225, 1 T3-
Laboratory Costs
$
32,550
Operator and Support Staff
$
36,000
ZD2
Residual Disposal
$
13 ,000
556
Connection and User Fees
$
_
Permit and Compliance Fees
$
_
Utility Costs
$
27,457
Other
_
TOTAL
$
442,705
:SENT VALUE
OF COSTS ANALYSIS
Costs incurred in present year
$
1,541,000
Costs incurred in each year
$
442,705
endino year of the life of the facility r
10
discount rate %
0.15
pV=C,+C*((1 +r)°-1)/r*(1 +ry)
PV = PRESENT VALUE OF COSTS =
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis

Recurring Costs Assessment - UItrafiltration/Nanofiltration/Evaporation -40,000 and
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis

Cost Assessment - Ultrafiltration/Nanofiltration/Eva oration - 80,000 QPd
Backup
Document
ITEM
Number
Cost $ US
Total
CAPITAL COSTS'
Land Acquisition
ZD1
Equipment Purchase
$
1,050,000
Design Engineering (15% of equipment costs)
$
157,500
Labor (20% of equipment costs)
$
210,000
Installation (piping and site work) 25% of equipment costs)
$
262,500
Conventional Physical/Chemical Pretreatment Svstem
S
47s nnn
RECURRING
TOTALI
COSTS
Operation and Maintenance Mw'
Laborato Costs
$ 2,155,000
ZD2
$ 493,389
$ 32,550
Operator and Support Staff
Residual Disposal
Connection and User Fees
$ 36,000
$ 245,791
Permit and Compliance Fees
$ _
Utility Costs
Other
$ 47,304
PRESENT VALUE
TOTAL
OF COSTS ANALYSIS -
$ 855,034
Co
Costs incurred in present year
$ 2,155,000
C
n
r
Costs incurred in each year
ending year of the life of the facility r)
discount rate %
$ 855,034
10
0.15
PV=Ca+C*((1 +r)"-1)/r*(1 +r)")
PV = PRESENT VALUE OF COSTS =
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis

Recurring Costs Assessment - Ultrafiltrat1on/Na nofiltration/Evaporation - 80,000 Apd
CertainTeed Roaring River Fiber Cement Plant
NPDES Permit Application
EAA Present -Value -of -Costs Analysis

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wastewater contains high levels of inorganic dissolved solids, hardness, alkalinity, and
oil and grease, and is highly basic (average pH of 11.4).
Currently, the Facility discharges its wastewater to a make-up water pond after pH
adjustment. The Facility's neighbor, Louisiana Pacific Corporation (LP), takes water
from the make-up pond (which is also fed with water from the Yadkin River) for use in
their boilers. The contaminants in . the Facility's wastewater (namely, inorganic
dissolved solids) are affecting the operation of LP's pre -boiler demineralizers.
The level of contaminant removal from CertainTeed's wastewater required by LP for
proper function of their demineralizers would require that CertainTeed implement a
Reverse -Osmosis (RO) wastewater treatment system. The high cost of an RO system
makes this option cost prohibitive. Other treatment options are not effective enough to
alleviate the risk of litigation from LP.
As such, CertainTeed is seeking an alternate disposal option for their wastewater. After
having evaluated many disposal options (refer to Section 11), CertainTeed has opted to
pursue a wastewater disposal combination of Reduction/Reuse with Surface Water
discharge. The rural location of the Facility makes the cost of disposing to a POTW
prohibitive, and the suspected long-term effects of land application of this untreated
wastewater would render a potential agriculture parcel unusable in the future.
CertainTeed has already started to implement wastewater reduction/reuse measures in
the Facility.
As mentioned above, the Facility has two wastewater streams, oily wastewater and
process wastewater.
The process wastewater is generated from the clarification of solids in the thickener
tank. Excess slurry from product batches and off -spec slurry is purged to the stock prep
sump. This sump also receives both washup water and wastewater from the cones,
which receive excess water from the sheet machine. The sump can either discharge back
to the clarifying cones or, if there is too much water in the system or the water quality is
poor, to the thickener tank. The clarified water from the thickener tank flows by gravity
to a thickener overflow tank. This wastewater is contaminated with hardness. and
dissolved inorganic compounds. The solids that settle out in the thickener are reused in
the Facility.
The oily wastewater is collected in the oil/water separator. The oil phase is transported
off site for disposal, and the water phase is sent to the thickener overflow tank. The
source of the waste oily water is the utilities collection system, which collects condensate
AM{
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32576(1) 2 CONESTOGA- ROVERS& ASSOCIATES

RE: Engineering Alternatives Analysis - LP
Subject: RE: Engineering Alternatives Analysis - LP
From: "Phil Sparks" <[e-mail]>
Date: Mon, 5 Jan 2004 13:59:18 -0500
To: "Susan Wilson" <[e-mail]>
Susan,
The end of January or the first of February will be fine for an onsite meeting. When you determine a good date,
please let me know so I can coordinate the schedule on my end. Feel free to call me at [phone] if you have
any questions after reviewing the EAA.
Thanks
Phil Sparks
-----Original Message -----
From: Susan Wilson[mailto:[e-mail]]
Sent: Monday, January 05, 2004 11:05 AM
To: Phil Sparks
Cc: Dave Goodrich; Tom Belnick; George Smith
Subject: Re: Engineering Alternatives Analysis - LP
Phil,
I was in and out over the holidays. The package did come in after Christmas. Since
we're just now getting this - I'd like to delay the site visit. Since I didn't get the. -
package in mid -December, I didn't set tentative dates with the other folks who.
wanted to attend (including my supervisor, who is very difficult to schedule). Also,
I'd like some time to look over the package prior to coming out to the site and I' will
not be able to do that prior to January 15th.' I'll be checking the schedules of the
other folks on this cc list, but is the end of January or first of February possible?
Thanks.
Phil Sparks wrote:
Susan,
FYI, I sent 3 copies of the EAA by Fedex today (12/22/03) and you should receive them by tomorrow
afternoon (12/23/03). Please let me know if you have any questions after reviewing the report. I am
working on getting the $860 check processed for the modification and I will forward it to you once I have
it.
As previously discussed in several phone conversations, we would like for you to come to our facility in
Roaring River to review the process and see first hand the modifications that we propose. This will also
give us a chance to discuss the schedule and processes for implementing the proposed changes. We
would like to meet with you either on January 8th or 9th or sometime between January 12th and 15th.
Please check your schedule and let me know if one of these days will work for you or propose a day
that will better suit your schedule.
Sam White with RMT will also attend the onsite meeting to help discuss the proposed changes. Sam
and RMT have been instrumental in analyzing our WWTP and helping develop our strategy for
increasing the flow rate while insuring compliance with current permit limits. They will also be involved
on a go forward basis with the design of the new control scheme.
Feel free to call me at [phone] with any questions or to discuss a meeting time.
Thanks
0
Loy- ovo
� Y I
1 of 2
1/5/2004 3:34 PM

Engineering Alternatives Analysis
Subject: Engineering Alternatives Analysis
From: 'Phil Sparks" <Phil. Sparks@lpcorp. com>
Date: Mon, 22 Dec 2003 12:56:01 -0500
To: "Susan Wilson" <[e-mail]>
Susan,
FYI, I sent 3 copies of the EAA by Fedex today (12/22/03) and you should receive them by tomorrow afternoon
(12/23/03). Please let me know if you have any questions after reviewing the report. I am working on getting the
$860 check processed for the modification and I will forward it to you once I have it.
As previously discussed in several phone conversations, we would like for you to come to our facility in Roaring
River to review the process and see first hand the modifications that we propose. This will also give us a chance to
discuss the schedule and processes for implementing the proposed changes. We would like to meet with you
either on January 8th or 9th or sometime between January 12th and 15th. Please check your schedule and let me
know if one of these days will work for you or propose a day that will better suit your schedule.
Sam White with RMT will also attend the onsite meeting to help discuss the proposed changes. Sam and RMT
have been instrumental in analyzing our WWTP and helping develop our strategy for increasing the flow rate while
insuring compliance with current permit limits. They will also be involved on a go forward basis with the design of
the new control scheme.
Feel free to call me at [phone] with any questions or to discuss a meeting time.
Thanks
Phil Sparks
Louisiana Pacific Corp.
1 of 1 12/22/2003 3:15 PM

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Mr. Phillip C. Sparks
Louisiana-Pacific Corporation
P.O. Box 98
Roaring River, NC 28669
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
SUBJECT: NOTICE OF DEFICIENCY
Compliance Evaluation Inspection (CEI)
Louisiana-Pacific Corporation WWTP
NPDES Permit # NC0005266
Wilkes County
Dear Mr. Sparks:
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 12, 2003
A Compliance Evaluation Inspection was performed on the subject facility by George Smith and
Jenny Freeman, both of this office, on November 6, 2003. The following Louisiana-Pacific
Corporation contingent were present for the inspection: Mr. Phillip Sparks, Environmental Manager,
Mr. Eric Rogers, ORC, Grade IV, Mr. Clemente Diaz, Back-up ORC, Grade III, Ms. Kim Wiles, Lab
Analyst, Grade I, and Mr. Ken Absher, operator. The inspection is comprised of an overall
evaluation of the facilities equipment, collection and documentation of data, capability to meet
effluent limits, and compliance with the NPDES permit.
This inspection evaluated ten (10) areas. The respective rating for each area is noted in Section
C of the attached EPA inspection report, and the observations during the inspection of each
area are addressed below:
Permit
The permit became effective May 1, 1999 and expired September 30, 2003. A correct copy was kept
on file. The Division received your renewal application dated March 28, 2003. Please operate under
your current permit until the new permit becomes effective.
Louisiana-Pacific Corporation entered into a memorandum of agreement with the Yadkin Pee Dee
River A ssociation, t herefore, t here i s n o i n-stream monitoring performed by Louisiana-Pacific
Corporation.
Records & Reports
The facility maintained a hardbound book that documents process control, plant observations,
temperature, operations & maintenance, and ORC visitations. The log was well maintained.
rvw
NME R
N. C. Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem, North Carolina 27107 [phone] Customer Service
1-877-623-6748

Mr. Phillip C. Sparks
December 12, 2003
Page 2 of 5
The lab calibration daily records were in excellent order.
The chain -of -custody reports were complete, and they documented the sample conditions clearly.
Facility Site Review
There was a manual 1-inch barscreen located prior to the primary clarifier. There was no grinder
pump prior to the primary clarifier.
The circular primary clarifier had no skimmer arm, and was operating as intended for this facility.
There was foam on the surface, and the effluent appeared to have a viscosity much higher than water
and dark brown in color.
The aeration basin looked good, with a brown color and no objectionable odor. All twenty aerators
are operational, but not all were running at the same time. They are cycled on & off. The aeration
basin is aerated twenty -fours hours a day, seven days a week. The unit appears to function as
intended.
The effluent from circular secondary clarifier had the color of watered down iced tea. There were no
solids coming over the weirs. The flow over the weirs was not consistent, it appeared to slowly rise
and fall.
The effluent box contained some foam on the surface and it received discharges from the DAF unit
and the secondary clarifier. The pipe from the DAF unit was above the surface, and the effluent was
clear with a color of iced tea. The effluent pipe from the secondary clarifier was under the surface of
the water.
The effluent box had a rectangular notch in the top of the wall, which was approximately 12 inches
wide by 5 inches deep. There was effluent discharging through the notch in the top wall of the box
onto the ground, and it continued to flow on the ground through a storage yard for approximately 300
feet. During this time, there was some effluent that was not passing through the effluent flow meter.
It should be pointed out that the permit contained mass based limits, which are calculated based on
flow. This discharge onto the ground is an un- ermitted discharge and is a violation of North
Carolina General Statute & 143-215.1.
Flow Measurement
The flow recording charts are stored for the minimum three years.

Mr. Phillip C. Sparks
December 12, 2003
Page 3 of 5
The flow is measured using a 6-inch Foxboro, Model 8306 electromagnetic flow meter. The meter
(serial # 93220243) was calibrated on February 28, 2003 and installed on September 5, 2003. There
is a spare Foxboro, Model 8306 meter with another serial number. This meter will be sent to the
factory for calibration and will eventually replace the existing meter in order to comply with the
annual flow calibration requirements.
Laboratory
The Orion Model 230A+ pH meter i s routinely c alibrated a nd d ocumented u sing a t wo-point
calibration and a midrange check.
Dissolved Oxygen is performed using the YSI Model 55+ meter. It is air calibrated.
Temperature is performed using the Orion Model 230A+ pH meter, which is calibrated and NBS
traceable.
Conductivity is performed using the Orion 55, Model 105 meter.
The in-house lab received certification (#145) for BOD, COD, Conductivity, Dissolved Oxygen,
Ammonia Nitrogen, TKN, NO2 + NO3 Nitrogen, Total Phosphorus, pH, Phenols, Residue Settleable,
Residue Total, Residue Suspended, Temperature and Turbidity.
The calibrations for the field equipment were well documented. In general, the lab is considered to
be excellent.
Effluent/Receiving Waters
The discharge from the effluent box was not evaluated since it is discharged from the box into an
underground pipe that is submerged in the Yadkin River.
The Yadkin River, Class C waters did not appear to be impacted.
In a letter dated November 10, 2003 from Louisiana-Pacific Corporation, it was mentioned that a
portion of the discharge pipe was plugged. During the inspection, the inspector heard what appeared
to be a noise resulting from a phenomenon of cavitation coming from the effluent flowmeter.

Mr. Phillip C. Sparks
December 12, 2003
Page 4 of 5
O erations & Maintenance
The following contingent operate the facility: Mr. Phillip Sparks, Environmental Manager, Mr. Eric
Rogers, ORC, Grade IV, Mr. Clemente Diaz, Back-up ORC, Grade III, Ms. Kim Wiles, Lab Analyst,
Grade 1, and Mr. Ken Absher,
The primary clarifier is sometimes by-passed in order to clean and inspect the unit.
The MLSS was operating between 3000 - 6000 mg/L. Mr. Rogers prefers it to be maintained at
<5000 mg/L.
The circular 10-foot deep secondary clarifier had a 6-foot blanket.
The dissolved oxygen in the aeration basin is maintained at 1 mg/L in the summer and 3-4 mg/L in
the winter.
Process t ests s uch a s: T emperature, D issolved O xygen, p H are performed on the primary and
secondary clarifiers, and the aeration basin. The diffused air flotation (DAF) unit is monitored using
% Solids.
There was a rectangular notch made on the top of the east wall of the effluent mixing box. This notch
(approximately 12 inches wide x 5 inches deep) appeared to be constructed after the effluent box was
originally constructed. The Division has no record of an Authorization -to -Construct for this
modification. At the time of the inspection there was effluent discharging from the rectangular notch
onto the ground, which is a non -permitted discharge as mentioned in the Facility Site Review
Section.
Self -Monitoring, Program
A review of the monthly self -monitoring reports from November 2002 through October 2003 did not
show any limit or monitoring violations.
DMR data verification from the lab results was performed for June 18 & 26, 2003, and there were no
discrepancies.
The Permittee currently performs effluent composite flow proportional sampling at 130-150 ml every
30,000 gallons. This complies with the flow proportion sample requirement.

Mr. Phillip C. Sparks
December 12, 2003
Page 5 of 5
The effluent sample compartment was documented at 2.8°C with NBS traceable temperature reading.
The effluent is sampled from the mixing box, but there is no mechanical mixing device. The
composite sample is collected from approximately one foot below the surface.
Sludize Disposal
The Andritz sludge press was operating. The sludge appeared to be thick and brown. The filtrate was
clear, and it was returned to the aeration basin.
The Permittee uses Stockhausen polymer 85313C.
Storm Water
On August 30, 2003 there was a sanitary sewer leak resulting in 750-1000 gallons of sewage
released. According to the report dated September 4, 2003 the material did not reach surface waters.
On September 15, 2003 there was process water discharged from a plugged effluent line from the
mill. According to the report dated September 19, 2003 there was no mention of a quantity, and the
spill was contained.
This office received your written response dated November 10, 2003, which addresses an Upset. This
office appreciates your quick response concerning the observations during the Compliance
Evaluation Inspection, however, a Notice of Deficiency is issued for the un-permitted discharge as
described in the Facility Site Review Section. If you have any questions please contact George Smith
or me at [phone].
Sincerely,
Steve W. Tedder
Water Quality Supervisor
Cc: NPDES Urt — Susan Wilson
Central Files
WSRO files

�A ,y Form Approved
OMB No.2040-0057
Approval Expires
Iinited States Environmental Protection Agencv. Washington. D.C.. 20460 8-31-98
Section A: National Data Svstem Coding
Transaction Code NPDES No. Yr/Mo/Day Inspection Type Inspector FacilityType
N 5 NC0005266 03 /11 /06 C S 2
Facility Evaluation Rating BI QA ..........Reserved...........
2 N N
Section B: Facility Data
Name and Location of Facility Inspected: Entry Time: Permit Effective
0920 hrs. Date: May 1, 1999
Louisiana-Pacific Corporation
Louisiana-Pacific Corporation WWTP
Wilkes County Exit Time: Permit Expiration
1205 hrs. Date: Sept. 30, 2003
Name(s) of On -Site Representative(s): Title(s): Phone No(s):
Mr. Eric Rogers ORC 336-696-3337
Name, Address of Responsible Official: Title: Environmental Manager
Mr. Phillip C. Sparks
Louisiana-Pacific Corporation Phone No. Contacted? Yes
P. O. Box 98 336-696-3337
Roaring River, NC 28669
Section C: Areas Evaluated During Inspection (S-Satisfactory, M-Marginal, U-Unsatisfactory, NA -Not Applicable)
S Permit S Flow Measurement U Operations/Maintenance NA Sewer Overflow
S Records/Reports S Self -Monitoring Program S Sludge Handling/Disposal NA Pollution Prevention
U Facility Site Review NA Compliance Schedules NA Pretreatment NA Multimedia
S Effluent/Receiving Waters S Laboratory S Stormwater NA Other:
Section D: Summary of Findings/Comments
Permit.......................................Current permit expired September 30, 2003, and is in effect until new permit is issued
Records/Reports .......................The operators daily records are maintained in excellent format
Facility Site Review ................ Un-permitted discharge of effluent onto the ground.
Effluent/Receiving Waters....... Effluent was clear, tea color, and free of visible solids.
Flow Measurement ...................The flow measurement device was calibrated.
Self -Monitoring Program.........The DMR's are submitted with all of the required data.
Laboratory.............................The field parameter tests for Dissolved Oxygen, pH and Temp meet field certification.
Operations/Maintenance.......... Notch cut in wall of effluent box.
Sludge Handling/Disposal........ Documents and performs land application.
DATA SUMMARY (November 2002 - October 2003)
Name(s) and Signature(s) of Inspector: Agency/Office/Telephone: Date:
1 DWQ / WSRO / [phone], ext. 268 2- /d 6>3
George S. Smith
Signature of Reviewer: Agency/Office: Date:
DWQ / WSRO / (336)7714600
Steve W. Tedder
EPA Form 3560-3 (Rev 9-94)

+ Data Summary:
Facility Name: Louisiana-Pacific Corp. WWTP NPDES Permit Number: NC0005266
A combined system consisting of a 0.03 MGD extended aeration package plant with sludge
holding tank for treatment of sanitary wastes, 1.0 MGD industrial waste system, barscreen, influent
pump station, primary clarifier, DAF unit, sludge holding & mixing tank, sludge thickener, filter
presses, two aeration lagoons, nutrient addition system, secondary clarifier, two primary emergency
settling basins, consisting of the following monthly average permit limits:
Parameter Monthlv Av-.
Flow
1.0 MGD
B OD
11,873 lbs/day
TSS
12,000 lbs/day
A review of the monthly self -monitoring reports from November 2002 through October 2003 showed
no monitoring or limit violations.

LP - Roaring River NC0005266
Y
Subject: LP - Roaring River NC0005266
Date: Fri, 21 Nov 2003 14:42:25 -0500
From: Susan A Wilson <[e-mail]>
Organization: NC DENR DWQ
To: [e-mail]
CC: George Smith <George.Smith @ncmail.net>
Sam,
I spoke with Phil Sparks this morning re. the LP facility. I forgot to
tell him something and was hoping you'd pass this along - I don't have
his e-mail (I think you're working on the submittal for the expansion
for them). There is a major modification fee for this - it is $860.
DWQ doesn't charge for basic renewals - but there is a fee for new
discharges or expansions.
And, just to put this in writing - the NPDES permit for the expansion
must be drafted for public notice before any plans/calculations can be
accepted for the Authorization to Construct or Authorization to Operate
at the increased flow. (Essentially, the Authorization to
Construct/Operate cannot be issued until the permit to expand has been
issued, but we can accept plans/calculations once the draft permit is
submitted for public notice). However, this is all contingent on
discharge being the most environmentally sound, economically feasible
alternative (which depends on the outcome of review of the alternatives
analysis, EAA). As I told Phil this morning, once the expansion
modification is requested (and the EAA, as well as the fee, is submitted
with that request) I'll review it to determine if we can submit the
renewal/modification for public notice. Phil and I also discussed a
site visit for early/mid-January (I've copied George Smith - he is our
contact for that facility in our Winston-Salem Regional Office).
Both you and Phil may wish to refer to our website for authorizations to
Construct and EAAs (if you have not done so already).
http://h2o.enr.state.nc.us/NPDES/NPDESweb.html
Thanks for passing this along - have a good weekend.
Susan
N
Susan A. Wilson, P.E.
Environmental Engineer
NPDES Unit, Division of Water Quality
1 of 1 1 1 /21 /03 2 :42 PM

LP (formerly ABTCo)
Subject: LP (formerly ABTCo)
Date: Fri, 21 Nov 2003 14:27:49 -0500
From: Susan A Wilson <[e-mail]>
Organization: NC DENR DWQ
To: George Smith <George.Smith @ncmail.net>
CC: Tom Belnick <[e-mail]>, Dave Goodrich <[e-mail]>
George,
Spoke with Phil Sparks of LP this morning. Their renewal is in-house right now. As our conversations
have gone with them this year - they are going to request an hydraulic expansion (and increase in flow to
1.5 MGD, no increase in BOD5 or TSS, per Phil). They have been told that they were still required to do
an Engineering Alternatives Analysis with that submittal for expansion (and that we were not unaware of
the issues with Certainteed). They plan to submit that request by mid December. Before, I had tentatively
told him we'd like to schedule a site visit in mid -December. We both decided it would be best to get the
submittal in, give us a chance to review it, then do the site visit (and we can also have a sit-down meeting
with them at that point). Anyway - I think we may shoot for early/mid January for a site visit. Tom may
also schedule a site visit with Certainteed during that same day.
Another issue they are trying to addess is equalization. They want to convert one of their unused settling
basins to an EQ basin. I told him they would need an ATC for that, but if it's something fairly simple we
may be able to review it quickly. Not knowing the plant that well - I was unsure if that was going to be
simple or not.
Another thing he was talking about was trying to get their residuals to Class A status. This would mean
installing some treatment for their domestic waste and routing it out of the current process treatment. At
first I thought he wanted a separate discharge for that - but apparently they would route it around the
process WWTP but then connect it into the junction box where they sample for the process ww. Sounds
Iike it could be done as an internal domestic outfall that would have to meet secondary limits - then they'd
meet the process ww limits at the junction box. Anyway - this sounded do -able but we probably will need
to discuss a bit more (and we may be able to resolve during the site visit). We can roll this in with the
renewal.
Just wanted to keep you up to date on our conversations and what was going on. You may want to talk to
Sue about this one, as she is aware of the issues with Certainteed, I believe.
Susan A. Wilson, P.E.
Environmental Engineer
NPDES Unit, Division of Water Quality
1 of 1 11/21/03 2:28 PM

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GENERAL ENGINEERING & ENVIRONMENTAL, LLC
Meeting Today's Needs with a Vision for Tomorrow
June 23, 2003
Ms. Susan Wilson
North Carolina Department of Environment and Natural Resources
Division of Water Quality/NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: NPDES Permit Renewal Application
Louisiana-Pacific Corporation
Roaring River, Wilkes County, North Carolina
NPDES Permit No. NC0005266
Dear Ms. Wilson:
Per your request, enclosed please find a description of the wastewater residuals
management program at Louisiana-Pacific Corporation's Roaring River facility. This
document should be added to the National Pollutant Discharge Elimination System
permit renewal application previously submitted to your office.
Thank you for your assistance with this permit renewal application. If you have any
questions or need additional information, please call me at [phone].
Sincerely,
I�F47� W, m-
John W. McLure
Senior Staff Project Manager
enclosure
c: John Joyce, Louisiana-Pacific Corporation
JUN 2 5 4f3:)C3
a Member of
® THE GEL GROUP, INC.
P.O. Box 30712 • Charleston, SC 29417.2040 Savage Road (29407)
Phone [phone] • Fax [phone] • www.gel.com

Wastewater Residuals Management
Louisiana-Pacific Corporation
Roaring River, Wilkes County, North Carolina
Background
The Louisiana-Pacific Corporation (LP) wastewater treatment facility at the Roaring
River, North Carolina, plant generates approximately 10,000 dry tons per year of residual
sludge. Under permit No. WQ0000461 issued by the North Carolina Department of
Environment and Natural Resources (NCDENR), LP applies the sludge residuals to
approximately 2,163.50 acres of land in Wilkes County with no discharge of wastes to
the surface waters. The total acreage of application is divided among 131 different plots
of land owned either by LP or by private citizens.
Generation of Sludge Residuals
The dissolved air flotation (DAF) feed is from the center of the first aeration basin. As
the feed enters the DAF unit, it is injected with a nix of air and Stockhausen polymer and
is allowed to float. The float is skimmed into the blended sludge chest where it is mixed
with sludge from the primary clarifier. The mix is about 75 to 80 percent bio sludge and
20 to 25 percent primary sludge. The primary sludge is mostly wood fiber and adds bulk
to the sludge which aids in dewatering. The blended sludge is pumped to the rotary pre -
thickener where more of the same Stockhausen polymer is added. The pre -thickener
conditions the sludge so that it dewaters more easily.
From the prethickener, the sludge gravity feeds to the sludge press. As the
sludge goes through the press, the cake is increased from 2 to 4 percent to 15 to 20
percent. From the sludge press, the cake rides a conveyor out to a holding pad, and a
front-end loader is used to load the sludge onto a spreader truck. The spreader truck
carries the sludge to a permitted land application site where the sludge is then broadcast
in a fairly even pattern over the field.
Operation and Maintenance of Land Application Sites
NCDENR requires that a suitable vegetative cover be maintained at the land application
sites, as well as soil pH of greater than 6.0 standard units. Adequate procedures are
provided to prevent wind erosion and surface runoff from carrying any dispose' residuals
into surface waters or onto adjacent property, and where no cover crop is established,
residuals are plowed or disked within 24 hours after application. Residuals are
incorporated into the soil within 24 hours in areas that are prone to flooding or are within
the 100-year flood elevation; residuals are only applied to these areas during periods of
dry weather. Likewise, residuals are not applied in inclement weather or until 24 hours
following a rainfall event of r/2 inch or greater in 24 hours. No land application of
residuals is undertaken when the seasonal high water table is less than three feet below
the land surface. Residuals are not applied at rates greater than agronomic rates, unless
authorized to do so by NCDENR. Appropriate measures are taken to control public
access to the land application sites during active site use and for the 12-month period
following the last residual application event.
Page 1

Wastewater Residuals Management
Louisiana-Pacific Corporation
Roaring River, Wilkes County, North Carolina
Animals are not grazed on the application site for 30 days after residuals application, with
adequate fencing provided to prevent access for grazing. Food crops, feed crops, and
fiber crops that do not come in contact with the residuals are not harvested for 30 days
after residuals application. Food crops with harvested parts that touch the residual/soil
mixture and are totally above the land surface are not harvested for 14 months after
residuals application. Food crops with harvested parts below the surface of the land are
not harvested for 20 months after application of residuals when the residuals remain on
the land surface for four months or longer prior to incorporation into the soil and for 38
months after application when the residuals remain on the land surface for less than four
months. Turf is not harvested for 1 year after residuals application if the turf is to be
placed on land with a high potential for public exposure.
Monitoring and Reporting Requirements
Proper records are maintained for all application activities and include the following
information: source of residuals, date of residual application, location of residual
application, method of application, weather conditions, soil conditions, type of crop to be
grown on field, volume of residuals applied in gallons/acre, dry tons/acre, or
kilograms/hectare, annual and cumulative totals of dry tons/acre of residuals, annual and
cumulative pounds/acre of each heavy metal, annual pounds/acre of plant available
nitrogen, and annual pounds/acre of phosphorus applied to each field.
A representative annual soils analysis (Standard Soil Fertility Analysis) is conducted on
each site receiving residuals, and a residuals analysis, including a Toxicity Characteristics
Leaching Procedure analysis, is also conducted annually. Seventeen monitoring wells
throughout the land application sites are sampled in March, July, and November, and the
analytical results are submitted to the Groundwater Section of NCDENR.
Page 2

"LP
MAR 31 2003
March 28, 2003
Ms. Susan Wilson
North Carolina Department of Environment and Natural Resources
Division of Water Quality/NPDES Unit
512 North Salisbury Street
Raleigh, North Carolina 27604
Re: NPDES Permit Renewal Application
Louisiana-Pacific Corporation
Roaring River, Wilkes County, North Carolina
NPDES Permit No. NC0005266
Dear Susan:
Please find enclosed two copies of the Form 2C NPDES permit renewal package for
wastewater discharges from the Louisiana-Pacific (LP) Corporation facility located in
Roaring River, North Carolina. Wastewater from the facility is discharged to the Yadkin
River. This package includes the following information:
• Environmental Protection Agency (EPA) Form 1
• EPA Form 2C for Outfall 001
• Section of a USGS topographic map showing the Outfall 001 discharge location
• Facility Water Flow Diagram
It should be noted that this permit application includes a request to increase the Outfall
001 average daily flow rate from 1.00 MGD to 1.50 MGD. The proposed increase in
flow is requested on the basis of both existing and projected future hardboard siding
production increases at our mill. Since the year 2000, the mill has increased its
production rate of hardboard siding from approximately 200 million square feet of
product to a present run rate of 272 million square feet. This 36% production increase
has been accomplished within the parameters of our existing NPDES permit. It should be
noted that in our efforts to conserve/recycle water and reduce fiber loading to the mill
effluent treatment system, we have actually concentrated our process/makeup water to the
point where it is impacting product quality. Further, customer demand for our product
remains strong and the mill is projected to minimally increase production at least 5% per
year for the foreseeable future as well. Market trends are also forcing us to develop and
produce a thicker siding product. As such, future production increases and demand for
thicker siding product will require us to increase our wastewater flow.
LP Specialty Products
P.O. Box 98 Highway 268 Roaring River, North Carolina 28669 336.696-2751 Fax: [phone]

Ms. Susan Wilson
March 28, 2002
Page 2
Please also note that the Form 2C references an influent source of water to our mill not
fully described in our previous NPDES permit application. CertainTeed Corporation
owns a fiber cement siding mill that neighbors LP's Roaring River facility. CertainTeed
discharges approximately 70,000 to 100,000 gallons per day of treated process water into
LP's on -site fresh makeup water pond which combines with 1,000,000 gallons per day of
raw river water to be used as process water for LP's hardboard manufacturing process.
Thank you for your assistance with this permit renewal application. If you have any
questions or need additional information, please call me at [phone].
Sincerely,
7 '-eZ� J05-/
Melonie Byrd
Environmental Engineer
enclosures

ATTACHMENT TO PAGE V-1
The total residual chlorine result is thought to be anomalous due to matrix interference.
LP does not use chlorine in its manufacturing or treatment processes.

LP Roaring River Water Inlet and Effluent
+Inlet from River i
Certainteed
Outlet
Freshwater Pond
800,000 GPD
Whitewater
Chests
[M�anuf:ac�turingr
Wax
Resin
Outlet to River:
950,000 GPD
Secondary Clarifier
Overflow Pond H I Effluent Pond
Fire Protection
Primary Clarifier
150,000 GPD
Water
Treatment
Boilers
Treatment

N6,000 �&
pn�
MAR 7 20M ! %
L '
VIA UPS Overnight
Mr. Jesse Wells, Western Compliance Supervisor
Hazardous Waste Section
North Carolina Department of Environment and Natural Resources ('DENR')
188 Pinellas Lane
Waynesville, NC 28785
Ms. Susan Wilson
Division of Water Quality
North Carolina Department of Environment and Natural Resources ("DENR')
1601 Mail Service Center
Raleigh, NC 27699-1601
Re: Louisiana-Pacific Corporation
Roaring River, North Carolina Facility
Dr. Mr. Wells:
This letter responds to your telephone call of February 24, 2003, in which DENR informed
Louisiana-Pacific Corporation ("LP') of its intent to initiate an enforcement action against LP for
Certain Teed Corporation's discharge of a potentially hazardous wastewater onto LP's Roaring
River Facility. As an initial matter, we appreciate DENR providing LP a 'heads -up" regarding the
potential enforcement action. However, as indicated to you during the call, LP strongly believes
that DENR should not be enforcing against LP for CertainTeed's potential noncompliance with the
hazardous waste requirements in North Carolina.
LP is merely an innocent bystander. We did not generate the potentially hazardous
wastewater and we certainly did not authorize Certain Teed to discharge the hazardous waste
onto our property. Although we have an agreement with CertainTeed that permits it to discharge
small volumes of non -hazardous process water into our process water holding pond, it does not
permit Certain Teed to discharge hazardous waste or hazardous materials of any kind into the
pond or to otherwise violate the law. Indeed, upon becoming aware of CertainTeed's potentially
unlawful discharge in July of 2002, we immediately notified Certain Teed and demanded that it
cease discharging such waste to the Roaring River Facility. Since that time we have continued to
urge Certain Teed to either treat or discontinue its process wastewater discharge into the LP
makeup water holding pond. Moreover, in an abundance of caution and without any apparent
obligation to do so, we reported CertainTeed's discharge to both the U.S. Environmental
Protection Agency ("USEPA') and DENR's Division of Water Quality (WRSO office). In many
respects, by enforcing against LP for a discharge that it neither generated nor authorized, DENR
may be unintentionally discouraging companies from reporting such activities in the future.

Page 2 — Letter to Jesse Wells & Susan Wilson - DENR
Thus, we strongly urge you to use your enforcement discretion and reconsider DENR's potential
action against LP and to focus your resources on the party whose conduct caused the potential
violation of the state's hazardous waste requirements.
Lastly, you had inquired as to the nature and extent of CertainTeed's process water
discharge since the July 2002 event. We are assembling that information and will provide it to you
shortly.
Thank you for your attention to this matter. If you have any questions, please contact me
directly at 704-632-4726.
Sincerely,
CO
�oh n e, P. E.
Business Team Environmental Manager
Louisiana-Pacific Corp.
10115 Kincey Ave. Suite 150
Huntersville, NC 28078
Cc: Jim Reavis
Melonie Byrd
Bill Baird
Ed Carlson, Esq

LOUISIANA PACIFIC
WASTEWATER TREATMENT SYSTEM
-NUMBERS F'ROIA 2002 DATA -
SPILL POND SELECTOR
SPILL SPILL
0 N�N� �� N 2 SECOND
LOGO ON
w 1 MG 1 MG
AERATORS
VOLUME V
s
OLUME
EVAPORATION
PLANT SITE
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100 LBS. BOD, 4 LBS.
AMMONIA, 0.1 MGD
MUFFIN
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a
0.75 LBS. PHOSPHORIC
MONSTER
V
NUTRIENTS:
AMMONIA
a
PHOSPHORIC ACID
o_
MILL LIFT
FIRST LAGOON
m
PUMPS
0.88 MGD PRIMARY OVERFLOW
INFLUENT
10 x SOHP AERATORS 1.11
MGD SECONDARY
0.51 MGD
CLARIFIER 0.88 MGD
MIXING BOX
10 x 75HP AERATORS
CLARIFIER
OVERFLOW
BAR FLOW METER
VALVE
6,000 PPM MLSS
SCREEN
PIT
10 MG VOLUME
BOO: 45,000 LB/DAY
COD: 100,000 LB/DAY
TSS: 9600 LB/DAY
D.A.F. FEED
SECONDARY
q
PUMPS 9
SLUDGE RETURN
0.60 MGD
PRIMARY
SLUDGE
FLOW METER
SECONDARY
RECYCLE
12,000 LS/DAY
PUMPS n ? urn
TREATMENT SYSTEM
SLUDGE DEWATERING SYSTEM
PRIMARY ZJ
PUMPS
ROARING RIVER, NC
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00
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POLYMER -'n
MIXING BOX
OUTFALL
0.93 MGD TO RIVER
0.42• MGD I HFLOWWETER
W
CLEARWATER
BYPASS
W
3
0
FILTERS
0.15 MGD
FRESH WATER
SHOWERS BYPASS
CLEAR
WATER
FILTERED
CLEAR WATER
0.57 MGB
PUMP
SHOWER
WATER
0.15 MGD
DISSOLVED
AIR FLOTATION
SLUDGE
RETROFIT
0.29 MGD BLENDED
RETROFIT
SLUDGE
av
ROTARY THICKNER
POST -MIX
CHEST
BLENDED_
SLUDGE
FLOW METER
POLYMER
PUMPS-
SLUDGE
DEWATERING
PRE -MIX
PRESS
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POLYMER
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s°°° u/HR
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CyDEWAUMING
C- >_
J
PRESS
SLUDGE
O m
300 LS/HR
LAND
APPLICATION
33,000 LB/DAY BIOLOGICAL
0.44 MGD
45,000 LB/DAY TOTAL SOLIDS
LIQUID