NC0000272_Engineering ALternative Aaylysis_20220401

ENGINEERING ALTERNATIVES ANALYSIS
Evergreen Packaging Inc. / Canton Mill NPDES Permit NC 0000272
168 Main St, Canton, NC 28716
Contact: Kairas Parvez [phone]
EAA Preparer: AquAeTer Inc., 215 Jamestown Park, Brentwood, TN 37027
Contact: John Michael Corn [phone]
STEP 1. DETERMINE IF THE PROPOSED DISCHARGE WILL BE ALLOWED
There are several potential restrictions to a wastewater discharge to surface waters in the
Pigeon River basin. North Carolina Department of Environmental Quality (NCDEQ) specifies the
following restrictions:
1. Zero flow stream restrictions [15A NCAC 2B.0206(d)(2)]
2. Receiving stream classification restrictions [e.g., ORW, WS, SA, NSW, and HQ
class waters have various discharge restrictions or require stricter treatment
standards] .
3. Basin wide Water Quality Plans.
4. Impaired waters and TMDLs.
5. Presence of Endangered Species.
Zero Flow Stream
The Pigeon River is not a zero flow stream. Therefore, the restrictions described in 15A
NCAC 2B.0206(d)(2) are not applicable.
Stream Classification
In the area of the Canton Mill discharge, the Pigeon River is classified as Class C by the
NCDEQ. Uses for Class C waters are as follows:
1

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
Waters protected for uses such as secondary recreation, fishing, wildlife, fish
consumption, aquatic life including propagation, survival and maintenance of
biological integrity, and agriculture. Secondary recreation includes wading,
boating, and other uses involving human body contact with water where such
activities take place in an infrequent, unorganized, or incidental manner.
There are no additional restrictions placed on the Pigeon River at this location due to the
stream classification.
Basin Wide Water Quality Plans
There are no limitations to the Pigeon River given in the latest Basin Wide Water Quality
Plan, published in 2011.
Impaired Waters and TMDLs
The Pigeon River from just downstream from Park Street at PRM 63.46 to State Route
1642 at PRM 49.73 is listed as impaired due to "Fair" Benthos rating.
Endangered Species
There are two endangered species listed for the Pigeon River including the Pygmy
salamander and the Appalachian elktoe (mussel). Neither of these species has been found
downstream from the Canton Mill.
Additional Considerations
Removal of any of the Mill effluent discharge from the river, which includes the Town of
Canton's wastewater, would impact the daily flows in the Pigeon River and have a detrimental
impact on aquatic resources.
Evergreen Packaging is considered to be a non -municipal discharger and will evaluate the
water quality factors listed above.
AquAeTer completed a comprehensive study of the Pigeon River, including water quality
and flow statistics of the River and its major tributaries from 2009 through 2014. The study and
underlying data have been submitted to NCDEQ, TDEC and the USEPA and are included with
this analysis as Attachment 1. The findings from these studies demonstrate the water quality, flow
statistics and health of the Pigeon River. Streamflow estimates for the expanded discharge location
have been evaluated to demonstrate that the receiving stream is not subject to zero flow restrictions.
Low flow data, including monthly, summer, winter and yearly 7Q10, average flow and 30Q2 flow
statistics have been projected for the period of record. Additionally, these same flow statistics
have been projected assuming that the Mill and Town of Canton flows are removed from the River.
2

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
The period of record extends from July 1, 2010 through September 18, 2019. The analysis is
intended to demonstrate the impact of not returning water to the Pigeon River and is not intended
to be used as the statistical flow for the Pigeon River. This impact analysis is included in
Attachment 2 and is summarized as follows:
Table 1. Impact of Removal of Canton Mill Discharge from Pigeon River, 7
MONTH
MINIMUM 30Q2
WITH ALL
FLOWS
MINIMUM 30Q2
WITHOUT
CANTON MILL
DISCHARGE
PERCENT OF
WITHOUT/WITH
ALL
January
481
437
91%
February
400
357
89%
March
364
323
89%
April
562
518
92%
May
380
337
89%
June
201
161
80%
July
149
107
72%
August
123
78
63%
September
144
101
70%
October
261
220
84%
November
200
160
80%
December
244
202
83%
Removing the water would have a significant impact on the Pigeon River. This analysis
shows that the river flow could be reduced as much as 37% in critical summer months (i.e., 100%-
63%) if the mill effluent were to be removed.
STEP 2. PROVIDE REASONABLE RESIDENTIAL PROJECTIONS FOR
POPULATION AND FLOW
Information provided by the Town of Canton have been provided and are included in
Attachment 3.
Municipal Flow Projections.
Current flows including residential, commercial, industrial, and infiltration/inflow (I/I)
based on the produced water from the Town of Canton Water Treatment Plant are provided in
Attachment 3. The Water Treatment Plant has a theoretical capacity of 4 million gallons per day
3

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
(MGD). Average production is 1.3 MGD. Current customer consumption averages 26-27 million
gallons per month, which is an average of 0.9 MGD. It is assumed that the Town of Canton
contributes 0.9 MGD to the Canton Mill's wastewater treatment plant.
Non -Municipal Flow Projections.
The primary sources of the increased flow have been evaluated. The following list
summarizes the increases:
1. Two new scrubbers for compliance with MACT Control conditions required by the
mill's Air Permit. Based upon information provided by the Mill, each scrubber has
a designed blowdown of 100 gpm (0.144 MGD). The source of this information is
provided in Attachment 4.
a. Estimated Increase — 0.288 MGD;
2. Additional water usage from an existing scrubber to maintain compliance
operational performance. This has led to an increase of 100 gpm (0.144 MGD) of
water usage due to an increase in blowdown. The source of this information is
provided in Attachment 4.
a. Estimated Increase — 0.144 MGD;
3. The Mill's water intake plant was required to capture the water from the traveling
screen. This has led to an increase in flow to the wastewater treatment plant of 167
gpm (0.24 MGD). The source of this information is provided in Attachment 4.
a. Estimated Increase — 0.24 MGD;
4. Increased water usage to maintain settling basin performance has led to an increase
of 63 gpm (0.0907 MGD). The source of this information is provided in
Attachment 4.
a. Estimated Increase — 0.091 MGD;
5. A new desilicizer system was installed. The backwash and regeneration rate is
estimated at 66 gpm (0.095 MGD). The source of this information is provided in
Attachment 4.
a. Estimated Increase — 0.095 MGD;
6. Increased fresh water demand in the paper process area required to meet more
stringent product food safety requirements for two paper machines. Estimated flow
increase is 1,041 to 2,014 gpm (1.5 to 2.9 MGD). The source of this information
in provided in Attachment 5.
a. Estimated Increase — 2.9 MGD;
7. Additional leachate collected from the Canton Mill Landfill. The current cells
opened in 2010 (D-South) and 2015 (D-North). There is a total of 15 acres of
landfill currently being used. An additional cell will open in the Fall of 2020. As
the landfill increases in size, the amount of leachate captured increases. This has
led to an increase of 22 gpm (0.03 MGD), with an additional 43 gpm (0.06 MGD)
4

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
after the new cell is added. The source of this information is provided in
Attachment 6.
a. Estimated Increase — 0.03 to 0.06 MGD; and
8. Flow and loadings can increase from the Town of Canton wastewater collection
system as the town changes. While the Town does not anticipate a large growth, it
has available water systems. Their current estimates are 26 to 27 million gallons
of water consumed. The Town's Water Treatment Plant has a capacity of 4 MGD
and currently produces an average of 1.3 MGD. Range of Increase — 0.0 to 0.3
MGD.
The result of each of these changes has led to an increase in water coming to the Mill's
wastewater treatment plant. The estimated flow increase ranges from 2.4 to 3.5 MGD.
STEP 3. TECHNOLIGICAL FEASIBILITY EVALUATION of ALTERNATIVES
Since a goal of the Clean Water Act is to minimize or eliminate point source discharges to
surface waters, the following is an evaluation of wastewater disposal alternatives in addition to
increasing direct discharge. Water usage flow increases resulting in a net discharge increase have
been identified in four areas, i.e., scrubber flow addition for air emission control, process flow
increase for food product safety, leachate flow increase due to normal landfill operation and Town
of Canton growth. It is important to note that the requested increase in flow will not result in an
increase in the mass of pollutants, only an increase in the mass of water containing the pollutants.
The Canton Mill's wastewater treatment plant was reportedly designed for a flowrate of 45
to 60 MGD. Although two clarifiers are currently being used for spill control and containment
and a low flow contingency plan, the wastewater treatment plant has sufficient capacity to treat
the additional flow, and has been treating the additional flow. The availability of a primary
clarifier, currently off-line, and a secondary clarifier, currently off-line indicates that the actual
working capacity of the plant without optimization, is in the range of 3/2, or 1.5 times 30 MGD or
45 MGD. The high end of the flow increase derived in the previous section is 3.5 MGD which
represents less than 75% of the treatment plant capacity. Thus, increases in wastewater flowrate
to the wastewater treatment system at the Mill are able to be accommodated and treated without
overloading the wastewater treatment system.
This evaluation is not considering the removal of the entire discharge that is currently
permitted. If the Mill's and the Town's treated wastewater was not returned to the River, the
impacts would be substantial. As shown previously, the monthly 30Q2, which represents a rough
average flow over a month's period would be greatly affected, with the critical low -flow month of
August being the most impacted, with a 37% reduction in flow. These reductions would be much
worse for the more extreme low -flows. The loss of this treated water from the Pigeon River would
be detrimental to the environment, including the existing aquatic community that the Mill and
5

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
many other stakeholder groups have worked hard to re-establish over the past twenty years.
Therefore, removal of the entire discharge will not be evaluated as part of this analysis.
Alternatives to increasing direct discharge of the total aggregated water discharge increase
are presented first, then alternatives for water usage increases to the four specific areas are
presented and then evaluated for technical feasibility.
Total Flow Increase
The aggregated total water usage/discharge is estimated to be 2.4 to 3.5 MGD. Alternatives
considered:
1. Connection to an existing wastewater treatment plant.
a. Two options were considered for this alternative, Waynesville waste water
treatment plant and Asheville (Metropolitan Sewerage District of
Buncombe County). However, in both options for this alternative,
eliminating the incremental discharge will effectively remove 3.5 MGD
(5.4 cfs) from the Pigeon River, either within this segment, or completely if
it is transported to Asheville.
b. It is unclear if either facility has the hydraulic and/or treatment capacity to
accept up to 3.5 MGD of additional flow and loading. In addition, the exact
point of entry into each treatment facilities collection system is not known
at this time.
c. The Waynesville wastewater treatment system has a reported capacity of 6
MGD and is 9 miles from the mill. It is unlikely that the treatment plant is
currently capable of assimilating an almost 60% increase in hydraulic
loading. The Waynesville Treatment Plant has also received a number of
Notice of Violations over the past two years. Adding additional loading to
this system would not likely help the Waynesville wastewater treatment
plant. Due to the distance and capacity of the Waynesville treatment plant,
this option is not technically feasible.
d. The Metropolitan Sewerage District of Buncombe County services
Buncombe County. The wastewater treatment system is approximately 33
miles from Canton. Asheville's collection system, on the other hand, is 5
to 6 miles away at its closest location, although the capacity of the collection
system at this location is not known. The wastewater treatment plant has a
listed capacity of 40 MGD. The wastewater treatment system recently
treated 20.8 MGD FY18. An increase of 3.5 MGD would represent about
6

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
a 17% increase in hydraulic loading. The Ashville system is expected to
treat over 25 MGD in FY2019 so there appears to be available capacity.
Although it is technically possible to construct a pumping/piping system
from Canton to Ashville, this evaluation did not consider barriers to
construction of such a system including easement acquisition. In addition,
the Asheville wastewater treatment system must be evaluated to determine
if the existing or potential capacity for the treatment system is capable of
assimilating the increased hydraulic load as part of its current growth
projections. Also, review/verification of the existing discharge permit will
be required since an EAA may be required to increase Asheville's
discharge. Further evaluation of this alternative is required to determine
technical feasibility of this alternative, and the MSD's agreement to support
this alternative and its evaluation would be required.
2. Land application of wastewater
a. Land application is not technically feasible. Assuming a reasonable
application rate range of 56 to 560 Acres/MGD (USEPA), 133 to 1,970
acres would be required for land application. Based on the soils data for the
surrounding area, there are no plots of land that would be suitable for
wastewater application in this capacity, as presented in Attachment 7.
b. The entire Town of Canton encompasses 2,432 acres. A soil survey of the
area around the Town of Canton, encompassing 15,790 acres identified a
total of 725 acres of lands with soils that were rated as "Somewhat limited"
for use as a wastewater treatment land application site. The soils
information is included in Attachment 7. This is also a cumulative total and
do not represent one contiguous location. The nature of the terrain in
Haywood County, with the majority of the land being greater than 1 % slope,
means that any land application of wastewater would not be feasible on a
large scale.
c. It is easily justifiable without any further analysis that this alternative is not
technically feasible based on the following facts: a) that most of that town
area is occupied >50%, b) unoccupied areas are not occupied because of
steep slopes which cannot be used for land application, and c) areas require
proper vegetation and soil types, and the areas around the Town are not
appropriate for this use of soil.
d. Finally, evaluation of available area for land application outside the basin
was not considered feasible since this would result in net loss of water from
the local watershed producing a local negative impact the Pigeon River.
7

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
Scrubber Flow Addition
The purpose of a scrubber is to remove air pollutants from combustion sources as required
for air permit compliance. As presented in Attachment 4, the increase in scrubber flow required
to meet the objective is 0.288 MGD. An existing scrubber also required an increase of 0.144 MGD
of flow to maintain operation for compliance. Alternatives considered:
1. Use of an alternative water flow source from within the process. Although
technically possible, water quality specifications are required to maintain normal
operation and prevent scaling, plugging and loss of scrubber pollutant removal
capacity. As a result, this alternative is not feasible.
2. Treatment of a water flow source from within the process such that the internal
water flow meets the scrubber water specifications. This alternative is technically
feasible however, significant time/effort is required for detailed technical and
economic analysis of this option. Further evaluation of this alternative is required.
Process Flow Increase for Food Safety
Market demands to improve food safety of the materials used to package food have resulted
in more stringent requirements for fiber furnish cleanliness. As presented in Attachment 5, the
increase in fresh water usage required to satisfy the food safety requirements for cleanliness is 1.5
to 2.9 MGD. Alternatives considered:
1. Use of an alternative water flow source from within the stock prep process.
Although technically possible, water quality specifications consistent with fresh
water are required to maintain fiber contaminant levels below food safety
specifications. As a result, unless a source of water meeting similar quality as fresh,
this alternative is not technically feasible. The potential in -mill water sources will
most likely require some level of treatment which is covered in the next bullet.
2. Treatment of a water flow source from within the process such that the in -mill water
flow meets the fresh water specifications. This alternative is technically feasible
however, significant time/effort is required for detailed technical and economic
analysis of this option. Further evaluation of this alternative is required.
3. Upgrade the capacity of the existing fiber/stock cleaning system. This alternative
is technically feasible however, significant time/effort is required for detailed
technical and economic analysis of this option. Further evaluation of this
alternative is required.
8

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
Increased Water Due to Process Cleaning/Backwash
Two of the items listed previously have resulted in an increase in water being sent to the
wastewater treatment plant due to cleaning and or filter backwash. These include the traveling
screen water at the Mill's intake and the backwash for the new desilicizer. These streams are
necessary to keep the equipment working in good order. The estimated total from both of these
processes is 0.34 MGD. Alternatives considered:
1. Use of an alternative water flow source for backwash. Although technically
possible, the water used as backwash needs to be as clean as the water that has
already passed through the filter. Therefore, most process water would not be
useful for this purpose. Any process water would need to be treated before it could
be used for this purpose.
2. Treatment of a water flow source from within the process such that the in -mill water
flow meets the same quality as the filtered water. This alternative is technically
feasible, but would result in diminishing returns.
STEP 4. EVALUATE ECONOMIC FEASIBILITY OF ALTERNATIVES
The alternatives discussed in Step 3 that are technically feasible will be further evaluated
in this section.
Piping 3.5 MGD to Alternative Location
Connecting to a regional wastewater treatment system and land applying both have costs
that would be incurred for the piping. The following provides an estimate of costs for the
installation of the pipe necessary to transport the treated wastewater to an alternative location.
Pump stations and operational costs have not been included.
We have estimated the pipe to connect to the MSD of Buncombe County to be 5 to 6 miles.
This assumes that the collection network can handle the increased flows. We are assuming that
the project will likely be primarily horizontal directional drilling along available roadways. Based
upon the available sewer network map from MSD, there is a sewer interceptor that crosses Smokey
Park Hwy near the intersection with Pisgah Hwy in Candler. It is approximately 9.3 miles along
this highway from Canton.
AquAeTer is currently working on a project for installation of a pipeline and a new diffuser.
The budgetary cost for the horizontal drilling portion of this project is $3,000 per foot. This does
not cover the permitting or the cost of the materials. We have estimated that the overall installation
of the project, from engineering through permitting and to final completion would take seven years
9

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
for the purposes of the present value. The following provides a cost estimate for the pipeline
installation:
• Engineering — 10% of the combined cost for permitting and pipeline construction,
expected to be expended over a 7-year period. The engineering costs are assumed
to be spread over this time period as follows: 50% the first year, 0% for years 1 and
2, 15% per year for years 3,4, and 5, and 5% for the final year.
• Pipeline right-of-way — 7.5% of the combined cost for permitting and pipeline
construction, expected to be expended equally over years 1, 2, and 3.
• Project Permitting — Expected to have 2 full time employees for two years handling
the required permits at a bill rate of $150/hr. The total cost would be split evenly
over the first two years.
• Pipeline construction — Estimated at $3,000 per linear foot for directional drilling
with the cost of HDPE line included. It is anticipated that these costs would be
expended beginning in Year 3 (fourth year of the project) and would be finished in
Year 6. It is anticipated that the costs would be spread over this period at 40%,
25%, 20%, and 15%.
• Lost opportunity Costs — A removal of 3.5 MGD (5.4 cfs) equates to approximately
6% of the 30Q2 calculated by NCDEQ of 89.9 cfs. Lost opportunity includes a
loss of water for power generation and a loss of water for recreation.
Capital Costs
The following table provides each of the activities above for a few different lengths of
pipeline. A cost per mile, a cost per 3 miles, and a cost for the shortest anticipated length of 9
miles are shown. These costs do not include pumping, lift stations, site security for remote stations,
and operations/maintenance of the system over the 20-year period. Costs shown are 20-year
Present Value Costs. Present Value Costs were generated using the formulas provided in the EAA
guidance document. Lost opportunity costs due to the removal of the water are discussed in further
detail below Table 2.
Table 2. Present Value Costs of Pipeline Construction
ITEM
1-MILE
3-MILE
9.3-MILE
Pipeline Construction/Installation
$14,903,955
$44,711,865
$138,606,781
Project Permitting
$595,567
$595,567
$595,567
Sub -Total Construction
$15,499,521
$45,307,431
$139,202,348
10

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
Project Engineering
$1,196,914
$3,503,377
$10,768,735
Right -of -Way Acquisition
$1,594,255
$4,666,395
$14,343,638
Total
$18,290,691
$53,477,204
$164,314,721
Lost opportunity costs include a loss of approximately 6% of the minimum annual 30Q2
flow condition. This will translate into a loss of potential power production for the Walters
Hydroelectric Dam, operated by Duke Power. The rated capacity of the Dam is 112 megawatts.
The impacts are anticipated to be most prevalent during the lower flow periods of the summer.
The Duke Power rate schedule is unknown, but is anticipated that the power produced during the
summer is more valuable due to increased demands. This dam is within the SRTV subregion of
the National Grid. The USEPA reports that 6.4% of the power produced in this subregion was
from hydroelectric power. Removing the water from the Pigeon River would lead to a decrease in
power produced from the Pigeon River.
Lost opportunity costs also include a loss in recreation available for the Pigeon River. As
with the lost potential power usage, the removal of 3.5 MGD is expected to have the most impact
during the summer low -flow periods. The loss of water during the low -flow period would likely
result in a decrease in available rafting opportunity during the peak season, leading to a decrease
in potential tourism revenue.
Cleaner Upgrade for Paper Machines
The market demands for cleaner product has led to the largest identified increase in water
usage. This has directly affected two paper machines, which require more clean water to meet the
customer specifications. A potential alternative to increasing fresh water flow would be to upgrade
the cleaner on each Paper Machine. As stated previously, a full review of the machine and the
potential to replace the existing equipment with newer cleaners has not been made.
It is estimated that each cleaner would cost approximately $800,000 to purchase. The
installation would likely occur during a Mill Outage.
11

ENGINEERING ALTERNATIVES ANALYSIS - CANTON MILL
Attachment 1 — AquAeTer Pigeon River Report
Attachment 2 — Discharge Removal from River — Impact Analysis
Attachment 3 — Town of Canton — Population and Water Use Growth Estimates
Attachment 4 — Scrubber Addition
Attachment 5 — Paper Machine Food Safety
Attachment 6 — Landfill Leachate Estimates
Attachment 7 — Evaluation of Land Application
12

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 1
AQUAETER REPORT (Electronic)

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 2
DISCHARGE REMOVAL FROM RIVER - IMPACT ANALYSIS

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40360.00
126.00
26.43
40.89
85.11
A
USGS
3456991.00
40361.00
117.00
25.88
40.04
76.96
A
USGS
3456991.00
40362.00
114.00
25.00
38.68
75.33
A
USGS
3456991.00
40363.00
108.00
25.26
39.08
68.92
A
USGS
3456991.00
40364.00
103.00
26.26
40.62
62.38
A
USGS
3456991.00
40365.00
95.50
24.92
38.55
56.95
A
USGS
3456991.00
40366.00
92.40
25.74
39.82
52.58
A
USGS
3456991.00
40367.00
87.80
27.20
42.08
45.72
A
USGS
3456991.00
40368.00
89.30
26.29
40.67
48.63
A
USGS
3456991.00
40369.00
93.10
25.78
39.88
53.22
A
USGS
3456991.00
40370.00
86.50
26.24
40.59
45.91
A
USGS
3456991.00
40371.00
105.00
26.46
40.93
64.07
A
USGS
3456991.00
40372.00
138.00
26.03
40.27
97.73
A
USGS
3456991.00
40373.00
107.00
25.80
39.91
67.09
A
USGS
3456991.00
40374.00
92.00
25.00
38.68
53.33
A
USGS
3456991.00
40375.00
94.30
25.83
39.96
54.34
A
USGS
3456991.00
40376.00
191.00
25.76
39.85
151.15
A
USGS
3456991.00
40377.00
116.00
25.68
39.73
76.27
A
USGS
3456991.00
40378.00
102.00
26.19
40.52
61.48
A
USGS
3456991.00
40379.00
95.60
26.02
40.25
55.35
A
USGS
3456991.00
40380.00
90.80
25.50
39.45
51.35
A
USGS
3456991.00
40381.00
86.80
25.05
38.75
48.05
A
USGS
3456991.00
40382.00
93.70
25.55
39.53
54.17
A
USGS
3456991.00
40383.00
86.70
26.47
40.95
45.75
A
USGS
3456991.00
40384.00
82.30
25.47
39.40
42.90
A
USGS
3456991.00
40385.00
101.00
25.06
38.77
62.23
A
USGS
3456991.00
40386.00
84.00
24.24
37.50
46.50
A
USGS
3456991.00
40387.00
83.70
25.15
38.91
44.79
A
USGS
3456991.00
40388.00
92.60
26.15
40.45
52.15
A
USGS
3456991.00
40389.00
76.90
25.00
38.68
38.23
A
USGS
3456991.00
40390.00
75.20
24.57
38.01
37.19
A
USGS
3456991.00
40391.00
86.80
24.58
38.03
48.77
A
USGS
3456991.00
40392.00
75.80
24.70
38.21
37.59
A
USGS
3456991.00
40393.00
71.90
27.23
42.12
29.78
A
USGS
3456991.00
40394.00
69.70
26.23
40.58
29.12
A
USGS
3456991.00
40395.00
73.50
27.19
42.06
31.44
A
USGS
3456991.00
40396.00
81.60
26.87
41.57
40.03
A
USGS
3456991.00
40397.00
76.70
26.81
41.48
35.22
A
USGS
3456991.00
40398.00
67.70
26.06
40.31
27.39
A
USGS
3456991.00
40399.00
65.30
26.21
40.55
24.75
A
USGS
3456991.00
40400.00
64.90
25.29
39.12
25.78
A
USGS
3456991.00
40401.00
64.60
25.62
39.63
24.97
A
USGS
3456991.00
40402.00
94.90
25.48
39.42
55.48
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40403.00
83.70
25.57
39.56
44.14
A
USGS
3456991.00
40404.00
102.00
26.81
41.48
60.52
A
USGS
3456991.00
40405.00
80.20
26.29
40.67
39.53
A
USGS
3456991.00
40406.00
75.90
26.28
40.66
35.24
A
USGS
3456991.00
40407.00
72.00
26.41
40.86
31.14
A
USGS
3456991.00
40408.00
87.50
25.85
39.99
47.51
A
USGS
3456991.00
40409.00
85.20
27.05
41.85
43.35
A
USGS
3456991.00
40410.00
71.50
23.71
36.68
34.82
A
USGS
3456991.00
40411.00
124.00
28.58
44.21
79.79
A
USGS
3456991.00
40412.00
262.00
26.55
41.07
220.93
A
USGS
3456991.00
40413.00
102.00
26.47
40.95
61.05
A
USGS
3456991.00
40414.00
81.10
26.56
41.09
40.01
A
USGS
3456991.00
40415.00
74.20
26.39
40.83
33.37
A
USGS
3456991.00
40416.00
70.00
26.17
40.48
29.52
A
USGS
3456991.00
40417.00
66.60
26.72
41.34
25.26
A
USGS
3456991.00
40418.00
65.50
26.21
40.55
24.95
A
USGS
3456991.00
40419.00
63.80
25.43
39.34
24.46
A
USGS
3456991.00
40420.00
60.50
26.42
40.87
19.63
A
USGS
3456991.00
40421.00
58.30
26.31
40.70
17.60
A
USGS
3456991.00
40422.00
55.60
25.79
39.90
15.70
A
USGS
3456991.00
40423.00
53.20
25.62
39.63
13.57
A
USGS
3456991.00
40424.00
51.60
26.81
41.48
10.12
A
USGS
3456991.00
40425.00
52.70
27.16
42.02
10.68
A
USGS
3456991.00
40426.00
54.40
25.86
40.01
14.39
A
USGS
3456991.00
40427.00
54.00
25.37
39.25
14.75
A
USGS
3456991.00
40428.00
53.20
26.09
40.36
12.84
A
USGS
3456991.00
40429.00
54.60
26.59
41.13
13.47
A
USGS
3456991.00
40430.00
56.40
25.46
39.39
17.01
A
USGS
3456991.00
40431.00
52.90
26.11
40.39
12.51
A
USGS
3456991.00
40432.00
65.70
27.80
43.01
22.69
A
USGS
3456991.00
40433.00
111.00
27.21
42.09
68.91
A
USGS
3456991.00
40434.00
66.90
26.03
40.27
26.63
A
USGS
3456991.00
40435.00
58.20
26.22
40.56
17.64
A
USGS
3456991.00
40436.00
56.10
25.53
39.49
16.61
A
USGS
3456991.00
40437.00
54.50
25.44
39.36
15.14
A
USGS
3456991.00
40438.00
53.20
25.09
38.81
14.39
A
USGS
3456991.00
40439.00
52.50
26.59
41.13
11.37
A
USGS
3456991.00
40440.00
52.10
25.54
39.51
12.59
A
USGS
3456991.00
40441.00
54.70
25.21
39.00
15.70
A
USGS
3456991.00
40442.00
53.20
24.98
38.64
14.56
A
USGS
3456991.00
40443.00
53.20
25.35
39.22
13.98
A
USGS
3456991.00
40444.00
54.80
24.23
37.48
17.32
A
USGS
3456991.00
40445.00
53.20
25.43
39.34
13.86
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40446.00
51.50
24.70
38.21
13.29
A
USGS
3456991.00
40447.00
66.60
27.06
41.86
24.74
A
USGS
3456991.00
40448.00
115.00
27.35
42.31
72.69
A
USGS
3456991.00
40449.00
107.00
25.62
39.63
67.37
A
USGS
3456991.00
40450.00
83.40
26.22
40.56
42.84
A
USGS
3456991.00
40451.00
150.00
26.36
40.78
109.22
A
USGS
3456991.00
40452.00
110.00
24.34
37.65
72.35
A
USGS
3456991.00
40453.00
77.70
24.13
37.33
40.37
A
USGS
3456991.00
40454.00
66.50
25.60
39.60
26.90
A
USGS
3456991.00
40455.00
62.60
25.83
39.96
22.64
A
USGS
3456991.00
40456.00
59.80
25.80
39.91
19.89
A
USGS
3456991.00
40457.00
58.30
25.47
39.40
18.90
A
USGS
3456991.00
40458.00
56.70
25.97
40.18
16.52
A
USGS
3456991.00
40459.00
58.50
26.07
40.33
18.17
A
USGS
3456991.00
40460.00
60.00
25.57
39.56
20.44
A
USGS
3456991.00
40461.00
58.50
26.55
41.07
17.43
A
USGS
3456991.00
40462.00
58.60
25.17
38.94
19.66
A
USGS
3456991.00
40463.00
62.00
24.73
38.26
23.74
A
USGS
3456991.00
40464.00
78.10
23.80
36.82
41.28
A
USGS
3456991.00
40465.00
57.10
23.44
36.26
20.84
A
USGS
3456991.00
40466.00
58.20
24.40
37.75
20.45
A
USGS
3456991.00
40467.00
64.20
23.38
36.17
28.03
A
USGS
3456991.00
40468.00
64.20
24.68
38.18
26.02
A
USGS
3456991.00
40469.00
64.20
26.27
40.64
23.56
A
USGS
3456991.00
40470.00
64.30
25.39
39.28
25.02
A
USGS
3456991.00
40471.00
68.10
24.47
37.86
30.24
A
USGS
3456991.00
40472.00
66.50
25.66
39.70
26.80
A
USGS
3456991.00
40473.00
65.80
24.73
38.26
27.54
A
USGS
3456991.00
40474.00
66.10
25.20
38.98
27.12
A
USGS
3456991.00
40475.00
64.80
24.53
37.95
26.85
A
USGS
3456991.00
40476.00
78.50
25.74
39.82
38.68
A
USGS
3456991.00
40477.00
91.70
24.76
38.30
53.40
A
USGS
3456991.00
40478.00
252.00
25.75
39.84
212.16
A
USGS
3456991.00
40479.00
254.00
22.97
35.53
218.47
A
USGS
3456991.00
40480.00
126.00
24.92
38.55
87.45
A
USGS
3456991.00
40481.00
97.50
23.50
36.35
61.15
A
USGS
3456991.00
40482.00
87.00
24.29
37.58
49.42
A
USGS
3456991.00
40483.00
80.30
24.38
37.72
42.58
A
USGS
3456991.00
40484.00
76.50
25.24
39.05
37.45
A
USGS
3456991.00
40485.00
73.10
24.79
38.35
34.75
A
USGS
3456991.00
40486.00
88.90
25.97
40.18
48.72
A
USGS
3456991.00
40487.00
105.00
26.09
40.36
64.64
A
USGS
3456991.00
40488.00
82.40
25.04
38.74
43.66
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40489.00
75.30
23.94
37.04
38.26
A
USGS
3456991.00
40490.00
72.30
24.98
38.64
33.66
A
USGS
3456991.00
40491.00
72.30
23.92
37.00
35.30
A
USGS
3456991.00
40492.00
69.80
24.18
37.41
32.39
A
USGS
3456991.00
40493.00
67.80
23.86
36.91
30.89
A
USGS
3456991.00
40494.00
66.10
24.59
38.04
28.06
A
USGS
3456991.00
40495.00
65.00
24.53
37.95
27.05
A
USGS
3456991.00
40496.00
64.20
24.72
38.24
25.96
A
USGS
3456991.00
40497.00
66.60
25.14
38.89
27.71
A
USGS
3456991.00
40498.00
119.00
26.32
40.72
78.28
A
USGS
3456991.00
40499.00
211.00
24.79
38.35
172.65
A
USGS
3456991.00
40500.00
110.00
23.05
35.66
74.34
A
USGS
3456991.00
40501.00
94.90
24.06
37.22
57.68
A
USGS
3456991.00
40502.00
90.20
24.91
38.54
51.66
A
USGS
3456991.00
40503.00
84.00
25.34
39.20
44.80
A
USGS
3456991.00
40504.00
81.40
26.37
40.79
40.61
A
USGS
3456991.00
40505.00
80.40
24.52
37.93
42.47
A
USGS
3456991.00
40506.00
84.60
23.66
36.60
48.00
A
USGS
3456991.00
40507.00
81.10
23.69
36.65
44.45
A
USGS
3456991.00
40508.00
91.20
24.27
37.55
53.65
A
USGS
3456991.00
40509.00
102.00
23.03
35.63
66.37
A
USGS
3456991.00
40510.00
83.10
23.47
36.31
46.79
A
USGS
3456991.00
40511.00
79.10
22.94
35.49
43.61
A
USGS
3456991.00
40512.00
1470.00
27.51
42.56
1427.44
A
USGS
3456991.00
40513.00
2050.00
24.74
38.27
2011.73
A
USGS
3456991.00
40514.00
667.00
25.06
38.77
628.23
A
USGS
3456991.00
40515.00
465.00
26.52
41.03
423.97
A
USGS
3456991.00
40516.00
364.00
26.94
41.68
322.32
A
USGS
3456991.00
40517.00
352.00
25.47
39.40
312.60
A
USGS
3456991.00
40518.00
267.00
24.61
38.07
228.93
A
USGS
3456991.00
40519.00
218.00
23.34
36.11
181.89
A
USGS
3456991.00
40520.00
221.00
23.60
36.51
184.49
A
USGS
3456991.00
40521.00
202.00
25.38
39.26
162.74
A
USGS
3456991.00
40522.00
187.00
26.64
41.21
145.79
A
USGS
3456991.00
40523.00
174.00
26.95
41.69
132.31
A
USGS
3456991.00
40524.00
194.00
27.29
42.22
151.78
A
USGS
3456991.00
40525.00
157.00
25.92
40.10
116.90
A
USGS
3456991.00
40526.00
119.00
25.07
38.78
80.22
A
USGS
3456991.00
40527.00
140.00
26.31
40.70
99.30
A
USGS
3456991.00
40528.00
151.00
29.64
45.85
105.15
A
USGS
3456991.00
40529.00
224.00
28.82
44.58
179.42
A
USGS
3456991.00
40530.00
184.00
26.60
41.15
142.85
A
USGS
3456991.00
40531.00
168.00
26.18
40.50
127.50
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40532.00
152.00
26.42
40.87
111.13
A
USGS
3456991.00
40533.00
151.00
28.43
43.98
107.02
A
USGS
3456991.00
40534.00
159.00
23.83
36.87
122.13
A
USGS
3456991.00
40535.00
159.00
25.28
39.11
119.89
A
USGS
3456991.00
40536.00
138.00
24.99
38.66
99.34
A
USGS
3456991.00
40537.00
147.00
27.46
42.48
104.52
A
USGS
3456991.00
40538.00
143.00
27.45
42.47
100.53
A
USGS
3456991.00
40539.00
124.00
27.15
42.00
82.00
A
USGS
3456991.00
40540.00
123.00
25.68
39.73
83.27
A:e
USGS
3456991.00
40541.00
127.00
25.05
38.75
88.25
A:e
USGS
3456991.00
40542.00
130.00
24.70
38.21
91.79
A:e
USGS
3456991.00
40543.00
139.00
25.74
39.82
99.18
A
USGS
3456991.00
40544.00
347.00
26.77
41.41
305.59
A
USGS
3456991.00
40545.00
523.00
25.15
38.91
484.09
A
USGS
3456991.00
40546.00
309.00
24.50
37.90
271.10
A
USGS
3456991.00
40547.00
256.00
24.07
37.24
218.76
A
USGS
3456991.00
40548.00
229.00
23.73
36.71
192.29
A
USGS
3456991.00
40549.00
217.00
23.85
36.90
180.10
A
USGS
3456991.00
40550.00
199.00
25.17
38.94
160.06
A
USGS
3456991.00
40551.00
190.00
24.27
37.55
152.45
A
USGS
3456991.00
40552.00
166.00
24.38
37.72
128.28
A
USGS
3456991.00
40553.00
184.00
23.47
36.31
147.69
A
USGS
3456991.00
40554.00
177.00
24.69
38.20
138.80
A
USGS
3456991.00
40555.00
154.00
23.91
36.99
117.01
A
USGS
3456991.00
40556.00
152.00
23.39
36.18
115.82
A
USGS
3456991.00
40557.00
150.00
25.19
38.97
111.03
A:e
USGS
3456991.00
40558.00
148.00
26.00
40.22
107.78
A:e
USGS
3456991.00
40559.00
146.00
25.34
39.20
106.80
A:e
USGS
3456991.00
40560.00
145.00
27.21
42.09
102.91
A
USGS
3456991.00
40561.00
147.00
27.27
42.19
104.81
A
USGS
3456991.00
40562.00
176.00
25.14
38.89
137.11
A
USGS
3456991.00
40563.00
162.00
25.60
39.60
122.40
A
USGS
3456991.00
40564.00
149.00
25.26
39.08
109.92
A
USGS
3456991.00
40565.00
134.00
25.23
39.03
94.97
A
USGS
3456991.00
40566.00
128.00
25.97
40.18
87.82
A
USGS
3456991.00
40567.00
134.00
25.83
39.96
94.04
A
USGS
3456991.00
40568.00
131.00
25.15
38.91
92.09
A
USGS
3456991.00
40569.00
191.00
25.56
39.54
151.46
A
USGS
3456991.00
40570.00
175.00
24.15
37.36
137.64
A
USGS
3456991.00
40571.00
153.00
23.89
36.96
116.04
A
USGS
3456991.00
40572.00
144.00
23.13
35.78
108.22
A
USGS
3456991.00
40573.00
143.00
22.68
35.09
107.91
A
USGS
3456991.00
40574.00
148.00
23.62
36.54
111.46
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40575.00
163.00
25.86
40.01
122.99
A
USGS
3456991.00
40576.00
722.00
26.16
40.47
681.53
A
USGS
3456991.00
40577.00
383.00
24.80
38.37
344.63
A
USGS
3456991.00
40578.00
351.00
26.05
40.30
310.70
A
USGS
3456991.00
40579.00
532.00
25.29
39.12
492.88
A
USGS
3456991.00
40580.00
397.00
24.37
37.70
359.30
A
USGS
3456991.00
40581.00
332.00
25.17
38.94
293.06
A
USGS
3456991.00
40582.00
295.00
24.88
38.49
256.51
A
USGS
3456991.00
40583.00
263.00
24.78
38.33
224.67
A
USGS
3456991.00
40584.00
253.00
25.36
39.23
213.77
A
USGS
3456991.00
40585.00
228.00
25.14
38.89
189.11
A
USGS
3456991.00
40586.00
215.00
23.70
36.66
178.34
A
USGS
3456991.00
40587.00
206.00
24.35
37.67
168.33
A
USGS
3456991.00
40588.00
196.00
25.78
39.88
156.12
A
USGS
3456991.00
40589.00
187.00
25.99
40.21
146.79
A
USGS
3456991.00
40590.00
180.00
24.95
38.60
141.40
A
USGS
3456991.00
40591.00
174.00
24.45
37.82
136.18
A
USGS
3456991.00
40592.00
172.00
23.21
35.91
136.09
A
USGS
3456991.00
40593.00
171.00
27.15
42.00
129.00
A
USGS
3456991.00
40594.00
160.00
25.00
38.68
121.33
A
USGS
3456991.00
40595.00
156.00
24.52
37.93
118.07
A
USGS
3456991.00
40596.00
157.00
24.27
37.55
119.45
A
USGS
3456991.00
40597.00
154.00
25.12
38.86
115.14
A
USGS
3456991.00
40598.00
148.00
24.75
38.29
109.71
A
USGS
3456991.00
40599.00
216.00
24.50
37.90
178.10
A
USGS
3456991.00
40600.00
190.00
23.93
37.02
152.98
A
USGS
3456991.00
40601.00
164.00
26.11
40.39
123.61
A
USGS
3456991.00
40602.00
210.00
26.44
40.90
169.10
A
USGS
3456991.00
40603.00
387.00
24.60
38.06
348.94
A
USGS
3456991.00
40604.00
252.00
24.20
37.44
214.56
A
USGS
3456991.00
40605.00
225.00
23.48
36.32
188.68
A
USGS
3456991.00
40606.00
206.00
23.28
36.01
169.99
A
USGS
3456991.00
40607.00
222.00
24.25
37.51
184.49
A
USGS
3456991.00
40608.00
2380.00
26.88
41.58
2338.42
A
USGS
3456991.00
40609.00
1040.00
24.06
37.22
1002.78
A
USGS
3456991.00
40610.00
778.00
24.00
37.13
740.87
A
USGS
3456991.00
40611.00
1460.00
25.40
39.29
1420.71
A
USGS
3456991.00
40612.00
1580.00
26.00
40.22
1539.78
A
USGS
3456991.00
40613.00
1080.00
24.75
38.29
1041.71
A
USGS
3456991.00
40614.00
879.00
24.25
37.51
841.49
A
USGS
3456991.00
40615.00
763.00
25.15
38.91
724.09
A
USGS
3456991.00
40616.00
673.00
25.37
39.25
633.75
A
USGS
3456991.00
40617.00
714.00
25.91
40.08
673.92
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40618.00
680.00
23.99
37.11
642.89
A
USGS
3456991.00
40619.00
586.00
24.68
38.18
547.82
A
USGS
3456991.00
40620.00
536.00
24.58
38.03
497.97
A
USGS
3456991.00
40621.00
489.00
24.03
37.17
451.83
A
USGS
3456991.00
40622.00
446.00
23.79
36.80
409.20
A
USGS
3456991.00
40623.00
413.00
23.69
36.65
376.35
A
USGS
3456991.00
40624.00
383.00
24.20
37.44
345.56
A
USGS
3456991.00
40625.00
365.00
25.12
38.86
326.14
A
USGS
3456991.00
40626.00
405.00
24.93
38.57
366.43
A
USGS
3456991.00
40627.00
339.00
24.62
38.09
300.91
A
USGS
3456991.00
40628.00
330.00
24.93
38.57
291.43
A
USGS
3456991.00
40629.00
491.00
23.73
36.71
454.29
A
USGS
3456991.00
40630.00
425.00
25.88
40.04
384.96
A
USGS
3456991.00
40631.00
393.00
27.98
43.29
349.71
A
USGS
3456991.00
40632.00
500.00
26.35
40.76
459.24
A
USGS
3456991.00
40633.00
453.00
24.15
37.36
415.64
A
USGS
3456991.00
40634.00
404.00
23.02
35.61
368.39
A
USGS
3456991.00
40635.00
376.00
23.48
36.32
339.68
A
USGS
3456991.00
40636.00
349.00
23.54
36.42
312.58
A
USGS
3456991.00
40637.00
328.00
25.64
39.67
288.33
A
USGS
3456991.00
40638.00
745.00
26.46
40.93
704.07
A
USGS
3456991.00
40639.00
562.00
25.52
39.48
522.52
A
USGS
3456991.00
40640.00
494.00
27.00
41.77
452.23
A
USGS
3456991.00
40641.00
449.00
26.05
40.30
408.70
A
USGS
3456991.00
40642.00
414.00
25.86
40.01
373.99
A
USGS
3456991.00
40643.00
385.00
26.07
40.33
344.67
A
USGS
3456991.00
40644.00
358.00
26.09
40.36
317.64
A
USGS
3456991.00
40645.00
420.00
28.14
43.53
376.47
A
USGS
3456991.00
40646.00
356.00
26.28
40.66
315.34
A
USGS
3456991.00
40647.00
324.00
26.04
40.28
283.72
A
USGS
3456991.00
40648.00
309.00
26.09
40.36
268.64
A
USGS
3456991.00
40649.00
2450.00
26.87
41.57
2408.43
A
USGS
3456991.00
40650.00
1050.00
24.98
38.64
1011.36
A
USGS
3456991.00
40651.00
815.00
25.90
40.07
774.93
A
USGS
3456991.00
40652.00
684.00
25.81
39.93
644.07
A
USGS
3456991.00
40653.00
619.00
27.49
42.53
576.47
A
USGS
3456991.00
40654.00
545.00
27.49
42.53
502.47
A
USGS
3456991.00
40655.00
570.00
26.23
40.58
529.42
A
USGS
3456991.00
40656.00
485.00
26.30
40.69
444.31
A
USGS
3456991.00
40657.00
424.00
26.06
40.31
383.69
A
USGS
3456991.00
40658.00
389.00
25.05
38.75
350.25
A
USGS
3456991.00
40659.00
431.00
26.07
40.33
390.67
A
USGS
3456991.00
40660.00
395.00
24.34
37.65
357.35
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40661.00
1280.00
24.73
38.26
1241.74
A
USGS
3456991.00
40662.00
725.00
24.24
37.50
687.50
A
USGS
3456991.00
40663.00
608.00
23.79
36.80
571.20
A
USGS
3456991.00
40664.00
531.00
24.43
37.79
493.21
A
USGS
3456991.00
40665.00
478.00
21.85
33.80
444.20
A
USGS
3456991.00
40666.00
443.00
3.29
5.09
437.91
A
USGS
3456991.00
40667.00
631.00
1.95
3.02
627.98
A
USGS
3456991.00
40668.00
456.00
1.10
1.70
454.30
A
USGS
3456991.00
40669.00
418.00
12.46
19.28
398.72
A
USGS
3456991.00
40670.00
384.00
21.53
33.31
350.69
A
USGS
3456991.00
40671.00
354.00
24.27
37.55
316.45
A
USGS
3456991.00
40672.00
328.00
23.55
36.43
291.57
A
USGS
3456991.00
40673.00
306.00
23.84
36.88
269.12
A
USGS
3456991.00
40674.00
288.00
25.00
38.68
249.33
A
USGS
3456991.00
40675.00
275.00
24.22
37.47
237.53
A
USGS
3456991.00
40676.00
270.00
23.80
36.82
233.18
A
USGS
3456991.00
40677.00
257.00
25.40
39.29
217.71
A
USGS
3456991.00
40678.00
240.00
24.48
37.87
202.13
A
USGS
3456991.00
40679.00
227.00
24.83
38.41
188.59
A
USGS
3456991.00
40680.00
222.00
24.40
37.75
184.25
A
USGS
3456991.00
40681.00
217.00
23.57
36.46
180.54
A
USGS
3456991.00
40682.00
205.00
24.55
37.98
167.02
A
USGS
3456991.00
40683.00
196.00
26.90
41.61
154.39
A
USGS
3456991.00
40684.00
186.00
27.28
42.20
143.80
A
USGS
3456991.00
40685.00
175.00
27.71
42.87
132.13
A
USGS
3456991.00
40686.00
182.00
25.38
39.26
142.74
A
USGS
3456991.00
40687.00
164.00
25.95
40.14
123.86
A
USGS
3456991.00
40688.00
153.00
26.07
40.33
112.67
A
USGS
3456991.00
40689.00
146.00
25.51
39.46
106.54
A
USGS
3456991.00
40690.00
230.00
26.16
40.47
189.53
A
USGS
3456991.00
40691.00
187.00
25.92
40.10
146.90
A
USGS
3456991.00
40692.00
164.00
26.63
41.20
122.80
A
USGS
3456991.00
40693.00
154.00
27.33
42.28
111.72
A
USGS
3456991.00
40694.00
146.00
28.01
43.33
102.67
A
USGS
3456991.00
40695.00
141.00
26.42
40.87
100.13
A
USGS
3456991.00
40696.00
133.00
24.54
37.96
95.04
A
USGS
3456991.00
40697.00
135.00
24.51
37.92
97.08
A
USGS
3456991.00
40698.00
129.00
24.91
38.54
90.46
A
USGS
3456991.00
40699.00
121.00
24.98
38.64
82.36
A
USGS
3456991.00
40700.00
118.00
26.59
41.13
76.87
A
USGS
3456991.00
40701.00
117.00
25.85
39.99
77.01
A
USGS
3456991.00
40702.00
124.00
25.12
38.86
85.14
A
USGS
3456991.00
40703.00
142.00
25.95
40.14
101.86
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40704.00
138.00
25.64
39.67
98.33
A
USGS
3456991.00
40705.00
133.00
25.11
38.85
94.15
A
USGS
3456991.00
40706.00
124.00
25.66
39.70
84.30
A
USGS
3456991.00
40707.00
119.00
25.52
39.48
79.52
A
USGS
3456991.00
40708.00
108.00
25.53
39.49
68.51
A
USGS
3456991.00
40709.00
172.00
27.00
41.77
130.23
A
USGS
3456991.00
40710.00
361.00
25.77
39.87
321.13
A
USGS
3456991.00
40711.00
148.00
24.53
37.95
110.05
A
USGS
3456991.00
40712.00
132.00
24.37
37.70
94.30
A
USGS
3456991.00
40713.00
172.00
25.03
38.72
133.28
A
USGS
3456991.00
40714.00
157.00
24.70
38.21
118.79
A
USGS
3456991.00
40715.00
126.00
26.47
40.95
85.05
A
USGS
3456991.00
40716.00
143.00
25.96
40.16
102.84
A
USGS
3456991.00
40717.00
160.00
25.04
38.74
121.26
A
USGS
3456991.00
40718.00
157.00
23.94
37.04
119.96
A
USGS
3456991.00
40719.00
126.00
23.90
36.97
89.03
A
USGS
3456991.00
40720.00
115.00
24.28
37.56
77.44
A
USGS
3456991.00
40721.00
109.00
23.55
36.43
72.57
A
USGS
3456991.00
40722.00
126.00
25.96
40.16
85.84
A
USGS
3456991.00
40723.00
138.00
23.54
36.42
101.58
A
USGS
3456991.00
40724.00
110.00
24.04
37.19
72.81
A
USGS
3456991.00
40725.00
105.00
24.48
37.87
67.13
A
USGS
3456991.00
40726.00
98.00
25.53
39.49
58.51
A
USGS
3456991.00
40727.00
95.60
26.59
41.13
54.47
A
USGS
3456991.00
40728.00
97.00
25.57
39.56
57.44
A
USGS
3456991.00
40729.00
143.00
26.71
41.32
101.68
A
USGS
3456991.00
40730.00
128.00
28.07
43.42
84.58
A
USGS
3456991.00
40731.00
117.00
26.56
41.09
75.91
A
USGS
3456991.00
40732.00
155.00
27.52
42.57
112.43
A
USGS
3456991.00
40733.00
143.00
25.18
38.95
104.05
A
USGS
3456991.00
40734.00
547.00
25.09
38.81
508.19
A
USGS
3456991.00
40735.00
177.00
25.34
39.20
137.80
A
USGS
3456991.00
40736.00
132.00
24.73
38.26
93.74
A
USGS
3456991.00
40737.00
113.00
24.28
37.56
75.44
A
USGS
3456991.00
40738.00
116.00
26.37
40.79
75.21
A
USGS
3456991.00
40739.00
137.00
25.94
40.13
96.87
A
USGS
3456991.00
40740.00
132.00
25.32
39.17
92.83
A
USGS
3456991.00
40741.00
121.00
24.58
38.03
82.97
A
USGS
3456991.00
40742.00
108.00
25.70
39.76
68.24
A
USGS
3456991.00
40743.00
98.10
25.64
39.67
58.43
A
USGS
3456991.00
40744.00
93.50
25.18
38.95
54.55
A
USGS
3456991.00
40745.00
88.90
25.14
38.89
50.01
A
USGS
3456991.00
40746.00
93.40
25.02
38.71
54.69
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40747.00
105.00
24.70
38.21
66.79
A
USGS
3456991.00
40748.00
105.00
24.80
38.37
66.63
A
USGS
3456991.00
40749.00
142.00
25.37
39.25
102.75
A
USGS
3456991.00
40750.00
291.00
25.18
38.95
252.05
A
USGS
3456991.00
40751.00
137.00
25.12
38.86
98.14
A
USGS
3456991.00
40752.00
111.00
23.91
36.99
74.01
A
USGS
3456991.00
40753.00
99.20
24.19
37.42
61.78
A
USGS
3456991.00
40754.00
93.10
25.51
39.46
53.64
A
USGS
3456991.00
40755.00
157.00
26.66
41.24
115.76
A
USGS
3456991.00
40756.00
185.00
26.70
41.30
143.70
A
USGS
3456991.00
40757.00
120.00
25.51
39.46
80.54
A
USGS
3456991.00
40758.00
99.10
24.48
37.87
61.23
A
USGS
3456991.00
40759.00
89.70
25.77
39.87
49.83
A
USGS
3456991.00
40760.00
87.00
24.19
37.42
49.58
A
USGS
3456991.00
40761.00
102.00
26.41
40.86
61.14
A
USGS
3456991.00
40762.00
105.00
25.97
40.18
64.82
A
USGS
3456991.00
40763.00
101.00
27.38
42.36
58.64
A
USGS
3456991.00
40764.00
89.30
26.59
41.13
48.17
A
USGS
3456991.00
40765.00
77.60
27.15
42.00
35.60
A
USGS
3456991.00
40766.00
72.20
26.19
40.52
31.68
A
USGS
3456991.00
40767.00
71.80
27.72
42.88
28.92
A
USGS
3456991.00
40768.00
76.30
26.16
40.47
35.83
A
USGS
3456991.00
40769.00
201.00
26.81
41.48
159.52
A
USGS
3456991.00
40770.00
114.00
26.85
41.54
72.46
A
USGS
3456991.00
40771.00
83.70
26.80
41.46
42.24
A
USGS
3456991.00
40772.00
77.30
25.77
39.87
37.43
A
USGS
3456991.00
40773.00
73.70
25.05
38.75
34.95
A
USGS
3456991.00
40774.00
81.20
26.42
40.87
40.33
A
USGS
3456991.00
40775.00
104.00
26.67
41.26
62.74
A
USGS
3456991.00
40776.00
131.00
27.47
42.50
88.50
A
USGS
3456991.00
40777.00
90.90
26.00
40.22
50.68
A
USGS
3456991.00
40778.00
76.70
25.35
39.22
37.48
A
USGS
3456991.00
40779.00
72.10
25.21
39.00
33.10
A
USGS
3456991.00
40780.00
71.70
26.77
41.41
30.29
A
USGS
3456991.00
40781.00
75.40
27.27
42.19
33.21
A
USGS
3456991.00
40782.00
82.10
25.47
39.40
42.70
A
USGS
3456991.00
40783.00
72.40
25.26
39.08
33.32
A
USGS
3456991.00
40784.00
65.20
26.69
41.29
23.91
A
USGS
3456991.00
40785.00
63.80
25.44
39.36
24.44
A
USGS
3456991.00
40786.00
62.20
25.63
39.65
22.55
A
USGS
3456991.00
40787.00
60.30
24.39
37.73
22.57
A
USGS
3456991.00
40788.00
58.50
25.10
38.83
19.67
A
USGS
3456991.00
40789.00
58.40
24.81
38.38
20.02
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40790.00
61.20
24.36
37.68
23.52
A
USGS
3456991.00
40791.00
84.10
27.05
41.85
42.25
A
USGS
3456991.00
40792.00
982.00
27.06
41.86
940.14
A
USGS
3456991.00
40793.00
308.00
26.85
41.54
266.46
A
USGS
3456991.00
40794.00
225.00
27.32
42.26
182.74
A
USGS
3456991.00
40795.00
180.00
26.00
40.22
139.78
A
USGS
3456991.00
40796.00
152.00
25.06
38.77
113.23
A
USGS
3456991.00
40797.00
134.00
24.94
38.58
95.42
A
USGS
3456991.00
40798.00
123.00
25.51
39.46
83.54
A
USGS
3456991.00
40799.00
116.00
25.70
39.76
76.24
A
USGS
3456991.00
40800.00
107.00
25.12
38.86
68.14
A
USGS
3456991.00
40801.00
101.00
26.07
40.33
60.67
A
USGS
3456991.00
40802.00
96.20
26.07
40.33
55.87
A
USGS
3456991.00
40803.00
95.00
26.92
41.65
53.35
A
USGS
3456991.00
40804.00
92.80
26.71
41.32
51.48
A
USGS
3456991.00
40805.00
90.30
25.24
39.05
51.25
A
USGS
3456991.00
40806.00
88.50
26.72
41.34
47.16
A
USGS
3456991.00
40807.00
113.00
27.05
41.85
71.15
A
USGS
3456991.00
40808.00
162.00
25.80
39.91
122.09
A
USGS
3456991.00
40809.00
287.00
28.14
43.53
243.47
A
USGS
3456991.00
40810.00
188.00
25.82
39.94
148.06
A
USGS
3456991.00
40811.00
135.00
24.72
38.24
96.76
A
USGS
3456991.00
40812.00
121.00
24.84
38.43
82.57
A
USGS
3456991.00
40813.00
125.00
25.20
38.98
86.02
A
USGS
3456991.00
40814.00
109.00
26.06
40.31
68.69
A
USGS
3456991.00
40815.00
102.00
26.82
41.49
60.51
A
USGS
3456991.00
40816.00
97.50
26.77
41.41
56.09
A
USGS
3456991.00
40817.00
92.00
26.02
40.25
51.75
A
USGS
3456991.00
40818.00
90.60
24.80
38.37
52.23
A
USGS
3456991.00
40819.00
88.30
26.08
40.35
47.95
A
USGS
3456991.00
40820.00
85.50
25.52
39.48
46.02
A
USGS
3456991.00
40821.00
83.80
26.92
41.65
42.15
A
USGS
3456991.00
40822.00
83.00
26.76
41.40
41.60
A
USGS
3456991.00
40823.00
80.80
25.87
40.02
40.78
A
USGS
3456991.00
40824.00
77.40
26.48
40.96
36.44
A
USGS
3456991.00
40825.00
76.00
28.11
43.49
32.51
A
USGS
3456991.00
40826.00
75.70
26.92
41.65
34.05
A
USGS
3456991.00
40827.00
98.40
27.89
43.15
55.25
A
USGS
3456991.00
40828.00
218.00
27.74
42.91
175.09
A
USGS
3456991.00
40829.00
124.00
27.25
42.16
81.84
A
USGS
3456991.00
40830.00
123.00
27.61
42.71
80.29
A
USGS
3456991.00
40831.00
105.00
24.58
38.03
66.97
A
USGS
3456991.00
40832.00
93.90
25.09
38.81
55.09
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40833.00
90.10
28.12
43.50
46.60
A
USGS
3456991.00
40834.00
88.60
27.58
42.67
45.93
A
USGS
3456991.00
40835.00
133.00
29.72
45.98
87.02
A
USGS
3456991.00
40836.00
179.00
28.09
43.46
135.54
A
USGS
3456991.00
40837.00
121.00
27.19
42.06
78.94
A
USGS
3456991.00
40838.00
113.00
25.84
39.97
73.03
A
USGS
3456991.00
40839.00
106.00
25.94
40.13
65.87
A
USGS
3456991.00
40840.00
102.00
26.12
40.41
61.59
A
USGS
3456991.00
40841.00
98.80
26.41
40.86
57.94
A
USGS
3456991.00
40842.00
93.70
27.24
42.14
51.56
A
USGS
3456991.00
40843.00
92.70
27.94
43.22
49.48
A
USGS
3456991.00
40844.00
91.70
27.75
42.93
48.77
A
USGS
3456991.00
40845.00
114.00
27.02
41.80
72.20
A
USGS
3456991.00
40846.00
106.00
26.02
40.25
65.75
A
USGS
3456991.00
40847.00
93.60
27.23
42.12
51.48
A
USGS
3456991.00
40848.00
90.80
26.62
41.18
49.62
A
USGS
3456991.00
40849.00
87.20
26.72
41.34
45.86
A
USGS
3456991.00
40850.00
88.10
27.40
42.39
45.71
A
USGS
3456991.00
40851.00
252.00
27.44
42.45
209.55
A
USGS
3456991.00
40852.00
193.00
26.39
40.83
152.17
A
USGS
3456991.00
40853.00
147.00
26.18
40.50
106.50
A
USGS
3456991.00
40854.00
132.00
25.93
40.11
91.89
A
USGS
3456991.00
40855.00
123.00
25.91
40.08
82.92
A
USGS
3456991.00
40856.00
116.00
27.68
42.82
73.18
A
USGS
3456991.00
40857.00
114.00
27.93
43.21
70.79
A
USGS
3456991.00
40858.00
106.00
26.97
41.72
64.28
A
USGS
3456991.00
40859.00
103.00
26.28
40.66
62.34
A
USGS
3456991.00
40860.00
101.00
26.30
40.69
60.31
A
USGS
3456991.00
40861.00
97.90
25.74
39.82
58.08
A
USGS
3456991.00
40862.00
99.00
25.62
39.63
59.37
A
USGS
3456991.00
40863.00
274.00
31.16
48.20
225.80
A
USGS
3456991.00
40864.00
277.00
28.55
44.17
232.83
A
USGS
3456991.00
40865.00
180.00
25.17
38.94
141.06
A
USGS
3456991.00
40866.00
155.00
26.64
41.21
113.79
A
USGS
3456991.00
40867.00
143.00
26.07
40.33
102.67
A
USGS
3456991.00
40868.00
146.00
26.84
41.52
104.48
A
USGS
3456991.00
40869.00
157.00
26.87
41.57
115.43
A
USGS
3456991.00
40870.00
339.00
27.34
42.29
296.71
A
USGS
3456991.00
40871.00
215.00
26.70
41.30
173.70
A
USGS
3456991.00
40872.00
185.00
25.74
39.82
145.18
A
USGS
3456991.00
40873.00
169.00
26.25
40.61
128.39
A
USGS
3456991.00
40874.00
158.00
25.93
40.11
117.89
A
USGS
3456991.00
40875.00
3860.00
29.66
45.88
3814.12
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40876.00
2350.00
27.40
42.39
2307.61
A
USGS
3456991.00
40877.00
993.00
25.74
39.82
953.18
A
USGS
3456991.00
40878.00
707.00
26.01
40.24
666.76
A
USGS
3456991.00
40879.00
568.00
25.40
39.29
528.71
A
USGS
3456991.00
40880.00
481.00
26.19
40.52
440.48
A
USGS
3456991.00
40881.00
420.00
24.34
37.65
382.35
A
USGS
3456991.00
40882.00
377.00
24.91
38.54
338.46
A
USGS
3456991.00
40883.00
434.00
27.05
41.85
392.15
A
USGS
3456991.00
40884.00
1620.00
28.63
44.29
1575.71
A
USGS
3456991.00
40885.00
1020.00
25.85
39.99
980.01
A
USGS
3456991.00
40886.00
730.00
25.46
39.39
690.61
A
USGS
3456991.00
40887.00
608.00
25.34
39.20
568.80
A
USGS
3456991.00
40888.00
526.00
26.12
40.41
485.59
A
USGS
3456991.00
40889.00
471.00
25.97
40.18
430.82
A
USGS
3456991.00
40890.00
424.00
26.01
40.24
383.76
A
USGS
3456991.00
40891.00
385.00
25.00
38.68
346.33
A
USGS
3456991.00
40892.00
354.00
26.74
41.37
312.63
A
USGS
3456991.00
40893.00
372.00
27.38
42.36
329.64
A
USGS
3456991.00
40894.00
390.00
25.62
39.63
350.37
A
USGS
3456991.00
40895.00
322.00
26.33
40.73
281.27
A
USGS
3456991.00
40896.00
297.00
26.17
40.48
256.52
A
USGS
3456991.00
40897.00
279.00
26.17
40.48
238.52
A
USGS
3456991.00
40898.00
330.00
26.72
41.34
288.66
A
USGS
3456991.00
40899.00
582.00
28.54
44.15
537.85
A
USGS
3456991.00
40900.00
1210.00
28.91
44.72
1165.28
A
USGS
3456991.00
40901.00
628.00
27.58
42.67
585.33
A
USGS
3456991.00
40902.00
528.00
27.37
42.34
485.66
A
USGS
3456991.00
40903.00
467.00
26.69
41.29
425.71
A
USGS
3456991.00
40904.00
687.00
27.51
42.56
644.44
A
USGS
3456991.00
40905.00
584.00
27.54
42.60
541.40
A
USGS
3456991.00
40906.00
507.00
26.06
40.31
466.69
A
USGS
3456991.00
40907.00
466.00
27.13
41.97
424.03
A
USGS
3456991.00
40908.00
422.00
27.69
42.84
379.16
A
USGS
3456991.00
40909.00
390.00
26.75
41.38
348.62
A
USGS
3456991.00
40910.00
362.00
26.18
40.50
321.50
A
USGS
3456991.00
40911.00
330.00
25.41
39.31
290.69
A
USGS
3456991.00
40912.00
314.00
26.78
41.43
272.57
A
USGS
3456991.00
40913.00
302.00
27.62
42.73
259.27
A
USGS
3456991.00
40914.00
285.00
26.57
41.10
243.90
A
USGS
3456991.00
40915.00
275.00
27.61
42.71
232.29
A
USGS
3456991.00
40916.00
280.00
27.27
42.19
237.81
A
USGS
3456991.00
40917.00
279.00
27.59
42.68
236.32
A
USGS
3456991.00
40918.00
288.00
26.72
41.34
246.66
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40919.00
732.00
27.80
43.01
688.99
A
USGS
3456991.00
40920.00
788.00
29.12
45.05
742.95
A
USGS
3456991.00
40921.00
559.00
26.67
41.26
517.74
A
USGS
3456991.00
40922.00
471.00
26.55
41.07
429.93
A
USGS
3456991.00
40923.00
425.00
26.52
41.03
383.97
A
USGS
3456991.00
40924.00
389.00
26.32
40.72
348.28
A
USGS
3456991.00
40925.00
386.00
26.73
41.35
344.65
A
USGS
3456991.00
40926.00
666.00
24.37
37.70
628.30
A
USGS
3456991.00
40927.00
462.00
25.99
40.21
421.79
A
USGS
3456991.00
40928.00
424.00
25.31
39.15
384.85
A
USGS
3456991.00
40929.00
708.00
26.41
40.86
667.14
A
USGS
3456991.00
40930.00
613.00
26.37
40.79
572.21
A
USGS
3456991.00
40931.00
902.00
27.23
42.12
859.88
A
USGS
3456991.00
40932.00
814.00
27.27
42.19
771.81
A
USGS
3456991.00
40933.00
673.00
25.91
40.08
632.92
A
USGS
3456991.00
40934.00
609.00
26.55
41.07
567.93
A
USGS
3456991.00
40935.00
862.00
26.32
40.72
821.28
A
USGS
3456991.00
40936.00
669.00
26.71
41.32
627.68
A
USGS
3456991.00
40937.00
594.00
25.98
40.19
553.81
A
USGS
3456991.00
40938.00
542.00
25.86
40.01
501.99
A
USGS
3456991.00
40939.00
501.00
26.06
40.31
460.69
A
USGS
3456991.00
40940.00
478.00
27.89
43.15
434.85
A
USGS
3456991.00
40941.00
508.00
26.03
40.27
467.73
A
USGS
3456991.00
40942.00
432.00
26.98
41.74
390.26
A
USGS
3456991.00
40943.00
427.00
27.28
42.20
384.80
A
USGS
3456991.00
40944.00
560.00
26.23
40.58
519.42
A
USGS
3456991.00
40945.00
443.00
26.29
40.67
402.33
A
USGS
3456991.00
40946.00
407.00
26.28
40.66
366.34
A
USGS
3456991.00
40947.00
382.00
29.80
46.10
335.90
A
USGS
3456991.00
40948.00
362.00
25.30
39.14
322.86
A
USGS
3456991.00
40949.00
345.00
25.97
40.18
304.82
A
USGS
3456991.00
40950.00
329.00
25.91
40.08
288.92
A
USGS
3456991.00
40951.00
290.00
25.53
39.49
250.51
A
USGS
3456991.00
40952.00
292.00
25.51
39.46
252.54
A
USGS
3456991.00
40953.00
289.00
25.98
40.19
248.81
A
USGS
3456991.00
40954.00
274.00
26.70
41.30
232.70
A
USGS
3456991.00
40955.00
272.00
26.92
41.65
230.35
A
USGS
3456991.00
40956.00
268.00
26.24
40.59
227.41
A
USGS
3456991.00
40957.00
249.00
26.23
40.58
208.42
A
USGS
3456991.00
40958.00
273.00
27.18
42.05
230.95
A
USGS
3456991.00
40959.00
295.00
25.90
40.07
254.93
A
USGS
3456991.00
40960.00
252.00
27.02
41.80
210.20
A
USGS
3456991.00
40961.00
240.00
26.96
41.71
198.29
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
40962.00
283.00
28.02
43.35
239.65
A
USGS
3456991.00
40963.00
251.00
28.25
43.70
207.30
A
USGS
3456991.00
40964.00
237.00
27.31
42.25
194.75
A
USGS
3456991.00
40965.00
224.00
26.57
41.10
182.90
A
USGS
3456991.00
40966.00
222.00
26.97
41.72
180.28
A
USGS
3456991.00
40967.00
216.00
23.62
36.54
179.46
A
USGS
3456991.00
40968.00
217.00
24.76
38.30
178.70
A
USGS
3456991.00
40969.00
256.00
27.01
41.78
214.22
A
USGS
3456991.00
40970.00
223.00
26.87
41.57
181.43
A
USGS
3456991.00
40971.00
726.00
27.83
43.05
682.95
A
USGS
3456991.00
40972.00
443.00
26.72
41.34
401.66
A
USGS
3456991.00
40973.00
347.00
26.46
40.93
306.07
A
USGS
3456991.00
40974.00
309.00
26.05
40.30
268.70
A
USGS
3456991.00
40975.00
287.00
27.49
42.53
244.47
A
USGS
3456991.00
40976.00
276.00
28.51
44.10
231.90
A
USGS
3456991.00
40977.00
471.00
27.78
42.98
428.02
A
USGS
3456991.00
40978.00
352.00
25.92
40.10
311.90
A
USGS
3456991.00
40979.00
324.00
24.68
38.18
285.82
A
USGS
3456991.00
40980.00
307.00
26.40
40.84
266.16
A
USGS
3456991.00
40981.00
325.00
25.53
39.49
285.51
A
USGS
3456991.00
40982.00
295.00
27.12
41.95
253.05
A
USGS
3456991.00
40983.00
272.00
26.30
40.69
231.31
A
USGS
3456991.00
40984.00
284.00
25.37
39.25
244.75
A
USGS
3456991.00
40985.00
275.00
25.57
39.56
235.44
A
USGS
3456991.00
40986.00
291.00
25.91
40.08
250.92
A
USGS
3456991.00
40987.00
280.00
25.29
39.12
240.88
A
USGS
3456991.00
40988.00
257.00
25.21
39.00
218.00
A
USGS
3456991.00
40989.00
245.00
24.62
38.09
206.91
A
USGS
3456991.00
40990.00
234.00
25.09
38.81
195.19
A
USGS
3456991.00
40991.00
417.00
26.28
40.66
376.34
A
USGS
3456991.00
40992.00
463.00
29.62
45.82
417.18
A
USGS
3456991.00
40993.00
349.00
27.06
41.86
307.14
A
USGS
3456991.00
40994.00
330.00
25.88
40.04
289.96
A
USGS
3456991.00
40995.00
300.00
24.87
38.47
261.53
A
USGS
3456991.00
40996.00
284.00
28.34
43.84
240.16
A
USGS
3456991.00
40997.00
268.00
25.22
39.02
228.98
A
USGS
3456991.00
40998.00
271.00
26.00
40.22
230.78
A
USGS
3456991.00
40999.00
310.00
25.39
39.28
270.72
A
USGS
3456991.00
41000.00
275.00
24.76
38.30
236.70
A
USGS
3456991.00
41001.00
245.00
26.33
40.73
204.27
A
USGS
3456991.00
41002.00
271.00
29.13
45.06
225.94
A
USGS
3456991.00
41003.00
392.00
27.51
42.56
349.44
A
USGS
3456991.00
41004.00
322.00
28.62
44.28
277.72
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41005.00
426.00
24.77
38.32
387.68
A
USGS
3456991.00
41006.00
352.00
26.64
41.21
310.79
A
USGS
3456991.00
41007.00
311.00
27.29
42.22
268.78
A
USGS
3456991.00
41008.00
290.00
26.85
41.54
248.46
A
USGS
3456991.00
41009.00
269.00
27.52
42.57
226.43
A
USGS
3456991.00
41010.00
251.00
26.95
41.69
209.31
A
USGS
3456991.00
41011.00
239.00
26.53
41.04
197.96
A
USGS
3456991.00
41012.00
231.00
26.34
40.75
190.25
A
USGS
3456991.00
41013.00
220.00
25.43
39.34
180.66
A
USGS
3456991.00
41014.00
210.00
25.85
39.99
170.01
A
USGS
3456991.00
41015.00
202.00
26.09
40.36
161.64
A
USGS
3456991.00
41016.00
231.00
28.92
44.74
186.26
A
USGS
3456991.00
41017.00
1280.00
32.32
50.00
1230.00
A
USGS
3456991.00
41018.00
791.00
27.79
42.99
748.01
A
USGS
3456991.00
41019.00
575.00
27.39
42.37
532.63
A
USGS
3456991.00
41020.00
486.00
27.37
42.34
443.66
A
USGS
3456991.00
41021.00
447.00
27.14
41.99
405.01
A
USGS
3456991.00
41022.00
396.00
27.74
42.91
353.09
A
USGS
3456991.00
41023.00
359.00
27.92
43.19
315.81
A
USGS
3456991.00
41024.00
353.00
24.73
38.26
314.74
A
USGS
3456991.00
41025.00
424.00
29.79
46.09
377.91
A
USGS
3456991.00
41026.00
585.00
27.94
43.22
541.78
A
USGS
3456991.00
41027.00
434.00
26.82
41.49
392.51
A
USGS
3456991.00
41028.00
393.00
26.84
41.52
351.48
A
USGS
3456991.00
41029.00
366.00
26.57
41.10
324.90
A
USGS
3456991.00
41030.00
340.00
27.63
42.74
297.26
A
USGS
3456991.00
41031.00
331.00
26.32
40.72
290.28
A
USGS
3456991.00
41032.00
352.00
27.39
42.37
309.63
A
USGS
3456991.00
41033.00
315.00
26.61
41.17
273.83
A
USGS
3456991.00
41034.00
300.00
26.69
41.29
258.71
A
USGS
3456991.00
41035.00
283.00
26.80
41.46
241.54
A
USGS
3456991.00
41036.00
275.00
27.29
42.22
232.78
A
USGS
3456991.00
41037.00
465.00
26.91
41.63
423.37
A
USGS
3456991.00
41038.00
354.00
27.20
42.08
311.92
A
USGS
3456991.00
41039.00
316.00
26.07
40.33
275.67
A
USGS
3456991.00
41040.00
278.00
26.70
41.30
236.70
A
USGS
3456991.00
41041.00
265.00
26.90
41.61
223.39
A
USGS
3456991.00
41042.00
271.00
28.23
43.67
227.33
A
USGS
3456991.00
41043.00
494.00
29.10
45.02
448.98
A
USGS
3456991.00
41044.00
410.00
25.51
39.46
370.54
A
USGS
3456991.00
41045.00
363.00
25.55
39.53
323.47
A
USGS
3456991.00
41046.00
317.00
24.31
37.61
279.39
A
USGS
3456991.00
41047.00
303.00
23.77
36.77
266.23
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41048.00
299.00
26.40
40.84
258.16
A
USGS
3456991.00
41049.00
269.00
27.08
41.89
227.11
A
USGS
3456991.00
41050.00
253.00
27.62
42.73
210.27
A
USGS
3456991.00
41051.00
275.00
27.56
42.64
232.36
A
USGS
3456991.00
41052.00
312.00
29.92
46.29
265.71
A
USGS
3456991.00
41053.00
290.00
27.38
42.36
247.64
A
USGS
3456991.00
41054.00
251.00
26.35
40.76
210.24
A
USGS
3456991.00
41055.00
236.00
27.27
42.19
193.81
A
USGS
3456991.00
41056.00
225.00
25.75
39.84
185.16
A
USGS
3456991.00
41057.00
214.00
26.49
40.98
173.02
A
USGS
3456991.00
41058.00
216.00
27.96
43.25
172.75
A
USGS
3456991.00
41059.00
320.00
27.09
41.91
278.09
A
USGS
3456991.00
41060.00
221.00
26.88
41.58
179.42
A
USGS
3456991.00
41061.00
289.00
26.97
41.72
247.28
A
USGS
3456991.00
41062.00
239.00
26.30
40.69
198.31
A
USGS
3456991.00
41063.00
211.00
26.61
41.17
169.83
A
USGS
3456991.00
41064.00
197.00
26.30
40.69
156.31
A
USGS
3456991.00
41065.00
220.00
27.00
41.77
178.23
A
USGS
3456991.00
41066.00
202.00
28.21
43.64
158.36
A
USGS
3456991.00
41067.00
201.00
26.88
41.58
159.42
A
USGS
3456991.00
41068.00
188.00
25.42
39.32
148.68
A
USGS
3456991.00
41069.00
176.00
25.85
39.99
136.01
A
USGS
3456991.00
41070.00
175.00
26.75
41.38
133.62
A
USGS
3456991.00
41071.00
198.00
25.63
39.65
158.35
A
USGS
3456991.00
41072.00
211.00
25.68
39.73
171.27
A
USGS
3456991.00
41073.00
205.00
26.00
40.22
164.78
A
USGS
3456991.00
41074.00
177.00
27.20
42.08
134.92
A
USGS
3456991.00
41075.00
167.00
26.88
41.58
125.42
A
USGS
3456991.00
41076.00
159.00
25.96
40.16
118.84
A
USGS
3456991.00
41077.00
151.00
26.16
40.47
110.53
A
USGS
3456991.00
41078.00
164.00
27.77
42.96
121.04
A
USGS
3456991.00
41079.00
158.00
27.48
42.51
115.49
A
USGS
3456991.00
41080.00
148.00
26.76
41.40
106.60
A
USGS
3456991.00
41081.00
139.00
26.99
41.75
97.25
A
USGS
3456991.00
41082.00
154.00
26.87
41.57
112.43
A
USGS
3456991.00
41083.00
199.00
26.95
41.69
157.31
A
USGS
3456991.00
41084.00
179.00
26.36
40.78
138.22
A
USGS
3456991.00
41085.00
148.00
26.94
41.68
106.32
A
USGS
3456991.00
41086.00
133.00
26.10
40.38
92.62
A
USGS
3456991.00
41087.00
122.00
26.24
40.59
81.41
A
USGS
3456991.00
41088.00
118.00
26.04
40.28
77.72
A
USGS
3456991.00
41089.00
113.00
26.44
40.90
72.10
A
USGS
3456991.00
41090.00
112.00
26.06
40.31
71.69
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41091.00
94.70
27.24
42.14
52.56
A
USGS
3456991.00
41092.00
171.00
28.45
44.01
126.99
A
USGS
3456991.00
41093.00
126.00
27.17
42.03
83.97
A
USGS
3456991.00
41094.00
107.00
27.03
41.82
65.18
A
USGS
3456991.00
41095.00
101.00
27.06
41.86
59.14
A
USGS
3456991.00
41096.00
122.00
26.31
40.70
81.30
A
USGS
3456991.00
41097.00
98.60
26.54
41.06
57.54
A
USGS
3456991.00
41098.00
92.20
26.71
41.32
50.88
A
USGS
3456991.00
41099.00
101.00
27.17
42.03
58.97
A
USGS
3456991.00
41100.00
138.00
30.26
46.81
91.19
A
USGS
3456991.00
41101.00
193.00
29.89
46.24
146.76
A
USGS
3456991.00
41102.00
230.00
30.88
47.77
182.23
A
USGS
3456991.00
41103.00
420.00
28.80
44.55
375.45
A
USGS
3456991.00
41104.00
453.00
29.14
45.08
407.92
A
USGS
3456991.00
41105.00
327.00
28.34
43.84
283.16
A
USGS
3456991.00
41106.00
272.00
28.41
43.95
228.05
A
USGS
3456991.00
41107.00
218.00
28.59
44.23
173.77
A
USGS
3456991.00
41108.00
224.00
28.90
44.71
179.29
A
USGS
3456991.00
41109.00
223.00
27.64
42.76
180.24
A
USGS
3456991.00
41110.00
334.00
30.43
47.08
286.92
A
USGS
3456991.00
41111.00
229.00
29.20
45.17
183.83
A
USGS
3456991.00
41112.00
206.00
28.13
43.52
162.48
A
USGS
3456991.00
41113.00
165.00
27.17
42.03
122.97
A
USGS
3456991.00
41114.00
148.00
27.17
42.03
105.97
A
USGS
3456991.00
41115.00
137.00
26.07
40.33
96.67
A
USGS
3456991.00
41116.00
133.00
25.64
39.67
93.33
A
USGS
3456991.00
41117.00
120.00
27.68
42.82
77.18
A
USGS
3456991.00
41118.00
113.00
27.13
41.97
71.03
A
USGS
3456991.00
41119.00
108.00
26.94
41.68
66.32
A
USGS
3456991.00
41120.00
108.00
27.52
42.57
65.43
A
USGS
3456991.00
41121.00
543.00
29.29
45.31
497.69
A
USGS
3456991.00
41122.00
419.00
29.25
45.25
373.75
A
USGS
3456991.00
41123.00
231.00
27.59
42.68
188.32
A
USGS
3456991.00
41124.00
193.00
26.57
41.10
151.90
A
USGS
3456991.00
41125.00
252.00
25.77
39.87
212.13
A
USGS
3456991.00
41126.00
189.00
25.69
39.74
149.26
A
USGS
3456991.00
41127.00
171.00
27.13
41.97
129.03
A
USGS
3456991.00
41128.00
210.00
26.30
40.69
169.31
A
USGS
3456991.00
41129.00
207.00
25.62
39.63
167.37
A
USGS
3456991.00
41130.00
204.00
26.93
41.66
162.34
A
USGS
3456991.00
41131.00
310.00
26.74
41.37
268.63
A
USGS
3456991.00
41132.00
200.00
25.86
40.01
159.99
A
USGS
3456991.00
41133.00
174.00
26.14
40.44
133.56
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41134.00
159.00
26.39
40.83
118.17
A
USGS
3456991.00
41135.00
149.00
27.01
41.78
107.22
A
USGS
3456991.00
41136.00
137.00
26.19
40.52
96.48
A
USGS
3456991.00
41137.00
131.00
26.35
40.76
90.24
A
USGS
3456991.00
41138.00
124.00
26.19
40.52
83.48
A
USGS
3456991.00
41139.00
125.00
26.97
41.72
83.28
A
USGS
3456991.00
41140.00
174.00
27.02
41.80
132.20
A
USGS
3456991.00
41141.00
146.00
26.58
41.12
104.88
A
USGS
3456991.00
41142.00
122.00
27.59
42.68
79.32
A
USGS
3456991.00
41143.00
117.00
26.72
41.34
75.66
A
USGS
3456991.00
41144.00
130.00
26.84
41.52
88.48
A
USGS
3456991.00
41145.00
127.00
25.81
39.93
87.07
A
USGS
3456991.00
41146.00
112.00
26.24
40.59
71.41
A
USGS
3456991.00
41147.00
105.00
25.53
39.49
65.51
A
USGS
3456991.00
41148.00
99.30
26.05
40.30
59.00
A
USGS
3456991.00
41149.00
94.50
25.95
40.14
54.36
A
USGS
3456991.00
41150.00
98.30
26.73
41.35
56.95
A
USGS
3456991.00
41151.00
119.00
25.35
39.22
79.78
A
USGS
3456991.00
41152.00
111.00
26.39
40.83
70.17
A
USGS
3456991.00
41153.00
109.00
26.13
40.42
68.58
A
USGS
3456991.00
41154.00
103.00
26.71
41.32
61.68
A
USGS
3456991.00
41155.00
113.00
26.78
41.43
71.57
A
USGS
3456991.00
41156.00
221.00
26.11
40.39
180.61
A
USGS
3456991.00
41157.00
193.00
26.84
41.52
151.48
A
USGS
3456991.00
41158.00
133.00
27.21
42.09
90.91
A
USGS
3456991.00
41159.00
116.00
26.56
41.09
74.91
A
USGS
3456991.00
41160.00
106.00
26.16
40.47
65.53
A
USGS
3456991.00
41161.00
103.00
26.12
40.41
62.59
A
USGS
3456991.00
41162.00
95.80
25.55
39.53
56.27
A
USGS
3456991.00
41163.00
93.00
25.23
39.03
53.97
A
USGS
3456991.00
41164.00
90.30
24.40
37.75
52.55
A
USGS
3456991.00
41165.00
87.60
25.50
39.45
48.15
A
USGS
3456991.00
41166.00
83.30
25.63
39.65
43.65
A
USGS
3456991.00
41167.00
83.20
25.41
39.31
43.89
A
USGS
3456991.00
41168.00
86.90
25.94
40.13
46.77
A
USGS
3456991.00
41169.00
90.10
26.39
40.83
49.27
A
USGS
3456991.00
41170.00
2440.00
30.01
46.43
2393.57
A
USGS
3456991.00
41171.00
779.00
26.90
41.61
737.39
A
USGS
3456991.00
41172.00
466.00
25.79
39.90
426.10
A
USGS
3456991.00
41173.00
354.00
26.47
40.95
313.05
A
USGS
3456991.00
41174.00
289.00
26.85
41.54
247.46
A
USGS
3456991.00
41175.00
244.00
26.32
40.72
203.28
A
USGS
3456991.00
41176.00
214.00
26.23
40.58
173.42
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41177.00
195.00
25.70
39.76
155.24
A
USGS
3456991.00
41178.00
180.00
25.74
39.82
140.18
A
USGS
3456991.00
41179.00
168.00
25.40
39.29
128.71
A
USGS
3456991.00
41180.00
160.00
25.22
39.02
120.98
A
USGS
3456991.00
41181.00
154.00
26.71
41.32
112.68
A
USGS
3456991.00
41182.00
149.00
27.17
42.03
106.97
A
USGS
3456991.00
41183.00
168.00
26.98
41.74
126.26
A
USGS
3456991.00
41184.00
1730.00
26.83
41.51
1688.49
A
USGS
3456991.00
41185.00
617.00
25.08
38.80
578.20
A
USGS
3456991.00
41186.00
435.00
24.08
37.25
397.75
A
USGS
3456991.00
41187.00
360.00
24.00
37.13
322.87
A
USGS
3456991.00
41188.00
317.00
26.62
41.18
275.82
A
USGS
3456991.00
41189.00
316.00
28.93
44.75
271.25
A
USGS
3456991.00
41190.00
276.00
28.33
43.83
232.17
A
USGS
3456991.00
41191.00
256.00
28.34
43.84
212.16
A
USGS
3456991.00
41192.00
232.00
23.42
36.23
195.77
A
USGS
3456991.00
41193.00
212.00
28.85
44.63
167.37
A
USGS
3456991.00
41194.00
202.00
28.41
43.95
158.05
A
USGS
3456991.00
41195.00
192.00
27.59
42.68
149.32
A
USGS
3456991.00
41196.00
182.00
27.17
42.03
139.97
A
USGS
3456991.00
41197.00
312.00
29.23
45.22
266.78
A
USGS
3456991.00
41198.00
235.00
28.13
43.52
191.48
A
USGS
3456991.00
41199.00
194.00
27.36
42.33
151.67
A
USGS
3456991.00
41200.00
182.00
29.63
45.84
136.16
A
USGS
3456991.00
41201.00
173.00
27.92
43.19
129.81
A
USGS
3456991.00
41202.00
164.00
27.80
43.01
120.99
A
USGS
3456991.00
41203.00
158.00
27.57
42.65
115.35
A
USGS
3456991.00
41204.00
154.00
26.91
41.63
112.37
A
USGS
3456991.00
41205.00
150.00
27.73
42.90
107.10
A
USGS
3456991.00
41206.00
144.00
27.59
42.68
101.32
A
USGS
3456991.00
41207.00
141.00
27.44
42.45
98.55
A
USGS
3456991.00
41208.00
139.00
27.21
42.09
96.91
A
USGS
3456991.00
41209.00
136.00
27.07
41.88
94.12
A
USGS
3456991.00
41210.00
135.00
27.27
42.19
92.81
A
USGS
3456991.00
41211.00
143.00
27.56
42.64
100.36
A
USGS
3456991.00
41212.00
133.00
28.19
43.61
89.39
A
USGS
3456991.00
41213.00
128.00
29.44
45.54
82.46
A
USGS
3456991.00
41214.00
125.00
28.24
43.69
81.31
A
USGS
3456991.00
41215.00
120.00
29.08
44.99
75.01
A
USGS
3456991.00
41216.00
120.00
27.63
42.74
77.26
A
USGS
3456991.00
41217.00
119.00
27.61
42.71
76.29
A
USGS
3456991.00
41218.00
116.00
27.48
42.51
73.49
A
USGS
3456991.00
41219.00
117.00
27.92
43.19
73.81
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41220.00
123.00
28.69
44.38
78.62
A
USGS
3456991.00
41221.00
121.00
25.65
39.68
81.32
A
USGS
3456991.00
41222.00
114.00
25.17
38.94
75.06
A
USGS
3456991.00
41223.00
112.00
25.01
38.69
73.31
A
USGS
3456991.00
41224.00
109.00
25.96
40.16
68.84
A
USGS
3456991.00
41225.00
109.00
27.44
42.45
66.55
A
USGS
3456991.00
41226.00
154.00
26.34
40.75
113.25
A
USGS
3456991.00
41227.00
128.00
26.40
40.84
87.16
A
USGS
3456991.00
41228.00
116.00
25.87
40.02
75.98
A
USGS
3456991.00
41229.00
112.00
24.70
38.21
73.79
A
USGS
3456991.00
41230.00
107.00
25.15
38.91
68.09
A
USGS
3456991.00
41231.00
106.00
25.53
39.49
66.51
A
USGS
3456991.00
41232.00
106.00
25.82
39.94
66.06
A
USGS
3456991.00
41233.00
106.00
25.26
39.08
66.92
A
USGS
3456991.00
41234.00
103.00
24.90
38.52
64.48
A
USGS
3456991.00
41235.00
100.00
24.91
38.54
61.46
A
USGS
3456991.00
41236.00
98.70
25.58
39.57
59.13
A
USGS
3456991.00
41237.00
96.20
25.25
39.06
57.14
A
USGS
3456991.00
41238.00
95.30
25.04
38.74
56.56
A
USGS
3456991.00
41239.00
95.30
25.26
39.08
56.22
A
USGS
3456991.00
41240.00
95.30
25.14
38.89
56.41
A
USGS
3456991.00
41241.00
94.80
25.24
39.05
55.75
A
USGS
3456991.00
41242.00
91.30
23.46
36.29
55.01
A
USGS
3456991.00
41243.00
90.30
26.06
40.31
49.99
A
USGS
3456991.00
41244.00
88.10
25.93
40.11
47.99
A
USGS
3456991.00
41245.00
88.60
25.09
38.81
49.79
A
USGS
3456991.00
41246.00
87.80
25.24
39.05
48.75
A
USGS
3456991.00
41247.00
87.80
25.90
40.07
47.73
A
USGS
3456991.00
41248.00
86.20
26.31
40.70
45.50
A
USGS
3456991.00
41249.00
85.60
26.39
40.83
44.77
A
USGS
3456991.00
41250.00
87.60
26.02
40.25
47.35
A
USGS
3456991.00
41251.00
89.80
25.42
39.32
50.48
A
USGS
3456991.00
41252.00
86.50
26.26
40.62
45.88
A
USGS
3456991.00
41253.00
96.30
28.02
43.35
52.95
A
USGS
3456991.00
41254.00
138.00
26.63
41.20
96.80
A
USGS
3456991.00
41255.00
99.70
26.41
40.86
58.84
A
USGS
3456991.00
41256.00
91.40
26.38
40.81
50.59
A
USGS
3456991.00
41257.00
87.90
26.49
40.98
46.92
A
USGS
3456991.00
41258.00
86.50
27.85
43.08
43.42
A
USGS
3456991.00
41259.00
95.00
28.76
44.49
50.51
A
USGS
3456991.00
41260.00
177.00
28.29
43.76
133.24
A
USGS
3456991.00
41261.00
161.00
27.69
42.84
118.16
A
USGS
3456991.00
41262.00
125.00
26.23
40.58
84.42
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41263.00
174.00
28.48
44.06
129.94
A
USGS
3456991.00
41264.00
381.00
28.26
43.72
337.28
A
USGS
3456991.00
41265.00
198.00
26.64
41.21
156.79
A
USGS
3456991.00
41266.00
172.00
26.55
41.07
130.93
A
USGS
3456991.00
41267.00
285.00
27.85
43.08
241.92
A
USGS
3456991.00
41268.00
286.00
27.34
42.29
243.71
A
USGS
3456991.00
41269.00
1630.00
31.10
48.11
1581.89
A
USGS
3456991.00
41270.00
810.00
26.54
41.06
768.94
A
USGS
3456991.00
41271.00
542.00
27.07
41.88
500.12
A
USGS
3456991.00
41272.00
500.00
27.20
42.08
457.92
A
USGS
3456991.00
41273.00
396.00
26.31
40.70
355.30
A
USGS
3456991.00
41274.00
345.00
26.55
41.07
303.93
A
USGS
3456991.00
41275.00
336.00
26.79
41.44
294.56
A
USGS
3456991.00
41276.00
382.00
26.71
41.32
340.68
A
USGS
3456991.00
41277.00
318.00
25.64
39.67
278.33
A
USGS
3456991.00
41278.00
284.00
25.00
38.68
245.33
A
USGS
3456991.00
41279.00
262.00
25.31
39.15
222.85
A
USGS
3456991.00
41280.00
253.00
25.25
39.06
213.94
A
USGS
3456991.00
41281.00
234.00
24.94
38.58
195.42
A
USGS
3456991.00
41282.00
222.00
24.07
37.24
184.76
A
USGS
3456991.00
41283.00
212.00
25.96
40.16
171.84
A
USGS
3456991.00
41284.00
206.00
27.19
42.06
163.94
A
USGS
3456991.00
41285.00
298.00
27.80
43.01
254.99
A
USGS
3456991.00
41286.00
361.00
27.85
43.08
317.92
A
USGS
3456991.00
41287.00
284.00
27.85
43.08
240.92
A
USGS
3456991.00
41288.00
954.00
31.31
48.44
905.56
A
USGS
3456991.00
41289.00
3460.00
33.04
51.11
3408.89
A
USGS
3456991.00
41290.00
3550.00
30.15
46.64
3503.36
A
USGS
3456991.00
41291.00
3310.00
33.40
51.67
3258.33
A
USGS
3456991.00
41292.00
2610.00
27.89
43.15
2566.85
A
USGS
3456991.00
41293.00
1600.00
27.52
42.57
1557.43
A
USGS
3456991.00
41294.00
1200.00
28.12
43.50
1156.50
A
USGS
3456991.00
41295.00
967.00
27.64
42.76
924.24
A
USGS
3456991.00
41296.00
800.00
26.41
40.86
759.14
A
USGS
3456991.00
41297.00
694.00
27.67
42.81
651.19
A
USGS
3456991.00
41298.00
616.00
26.69
41.29
574.71
A
USGS
3456991.00
41299.00
572.00
27.50
42.54
529.46
A
USGS
3456991.00
41300.00
550.00
28.26
43.72
506.28
A
USGS
3456991.00
41301.00
487.00
28.06
43.41
443.59
A
USGS
3456991.00
41302.00
458.00
27.09
41.91
416.09
A
USGS
3456991.00
41303.00
432.00
28.12
43.50
388.50
A
USGS
3456991.00
41304.00
2310.00
32.08
49.63
2260.37
A
USGS
3456991.00
41305.00
1950.00
28.88
44.68
1905.32
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41306.00
1080.00
28.02
43.35
1036.65
A
USGS
3456991.00
41307.00
883.00
28.21
43.64
839.36
A
USGS
3456991.00
41308.00
774.00
28.50
44.09
729.91
A
USGS
3456991.00
41309.00
682.00
27.77
42.96
639.04
A
USGS
3456991.00
41310.00
620.00
26.91
41.63
578.37
A
USGS
3456991.00
41311.00
568.00
27.54
42.60
525.40
A
USGS
3456991.00
41312.00
543.00
26.96
41.71
501.29
A
USGS
3456991.00
41313.00
542.00
26.10
40.38
501.62
A
USGS
3456991.00
41314.00
486.00
26.72
41.34
444.66
A
USGS
3456991.00
41315.00
459.00
27.87
43.11
415.89
A
USGS
3456991.00
41316.00
747.00
26.33
40.73
706.27
A
USGS
3456991.00
41317.00
584.00
26.47
40.95
543.05
A
USGS
3456991.00
41318.00
656.00
27.97
43.27
612.73
A
USGS
3456991.00
41319.00
568.00
26.71
41.32
526.68
A
USGS
3456991.00
41320.00
524.00
26.44
40.90
483.10
A
USGS
3456991.00
41321.00
495.00
27.10
41.92
453.08
A
USGS
3456991.00
41322.00
452.00
26.46
40.93
411.07
A
USGS
3456991.00
41323.00
430.00
26.26
40.62
389.38
A
USGS
3456991.00
41324.00
430.00
28.44
44.00
386.00
A
USGS
3456991.00
41325.00
394.00
27.35
42.31
351.69
A
USGS
3456991.00
41326.00
372.00
26.93
41.66
330.34
A
USGS
3456991.00
41327.00
575.00
28.46
44.03
530.97
A
USGS
3456991.00
41328.00
581.00
27.26
42.17
538.83
A
USGS
3456991.00
41329.00
508.00
25.74
39.82
468.18
A
USGS
3456991.00
41330.00
457.00
26.78
41.43
415.57
A
USGS
3456991.00
41331.00
1190.00
29.20
45.17
1144.83
A
USGS
3456991.00
41332.00
935.00
27.35
42.31
892.69
A
USGS
3456991.00
41333.00
738.00
27.52
42.57
695.43
A
USGS
3456991.00
41334.00
644.00
27.99
43.30
600.70
A
USGS
3456991.00
41335.00
587.00
26.53
41.04
545.96
A
USGS
3456991.00
41336.00
537.00
26.92
41.65
495.35
A
USGS
3456991.00
41337.00
497.00
26.93
41.66
455.34
A
USGS
3456991.00
41338.00
525.00
29.99
46.39
478.61
A
USGS
3456991.00
41339.00
607.00
27.81
43.02
563.98
A
USGS
3456991.00
41340.00
487.00
28.71
44.41
442.59
A
USGS
3456991.00
41341.00
460.00
27.36
42.33
417.67
A
USGS
3456991.00
41342.00
431.00
27.87
43.11
387.89
A
USGS
3456991.00
41343.00
414.00
27.98
43.29
370.71
A
USGS
3456991.00
41344.00
420.00
28.48
44.06
375.94
A
USGS
3456991.00
41345.00
981.00
28.07
43.42
937.58
A
USGS
3456991.00
41346.00
628.00
26.75
41.38
586.62
A
USGS
3456991.00
41347.00
558.00
26.34
40.75
517.25
A
USGS
3456991.00
41348.00
522.00
24.28
37.56
484.44
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41349.00
491.00
25.68
39.73
451.27
A
USGS
3456991.00
41350.00
460.00
26.26
40.62
419.38
A
USGS
3456991.00
41351.00
457.00
28.22
43.66
413.34
A
USGS
3456991.00
41352.00
510.00
27.35
42.31
467.69
A
USGS
3456991.00
41353.00
427.00
27.00
41.77
385.23
A
USGS
3456991.00
41354.00
405.00
27.35
42.31
362.69
A
USGS
3456991.00
41355.00
383.00
28.12
43.50
339.50
A
USGS
3456991.00
41356.00
370.00
28.26
43.72
326.28
A
USGS
3456991.00
41357.00
501.00
29.39
45.47
455.53
A
USGS
3456991.00
41358.00
499.00
27.60
42.70
456.30
A
USGS
3456991.00
41359.00
428.00
26.96
41.71
386.29
A
USGS
3456991.00
41360.00
402.00
25.98
40.19
361.81
A
USGS
3456991.00
41361.00
387.00
25.91
40.08
346.92
A
USGS
3456991.00
41362.00
370.00
26.69
41.29
328.71
A
USGS
3456991.00
41363.00
378.00
26.89
41.60
336.40
A
USGS
3456991.00
41364.00
487.00
27.89
43.15
443.85
A
USGS
3456991.00
41365.00
478.00
27.10
41.92
436.08
A
USGS
3456991.00
41366.00
417.00
26.85
41.54
375.46
A
USGS
3456991.00
41367.00
390.00
26.37
40.79
349.21
A
USGS
3456991.00
41368.00
425.00
28.40
43.93
381.07
A
USGS
3456991.00
41369.00
484.00
28.40
43.93
440.07
A
USGS
3456991.00
41370.00
434.00
26.15
40.45
393.55
A
USGS
3456991.00
41371.00
403.00
25.44
39.36
363.64
A
USGS
3456991.00
41372.00
387.00
26.93
41.66
345.34
A
USGS
3456991.00
41373.00
367.00
27.19
42.06
324.94
A
USGS
3456991.00
41374.00
354.00
25.95
40.14
313.86
A
USGS
3456991.00
41375.00
346.00
28.26
43.72
302.28
A
USGS
3456991.00
41376.00
2520.00
31.43
48.62
2471.38
A
USGS
3456991.00
41377.00
1000.00
26.07
40.33
959.67
A
USGS
3456991.00
41378.00
790.00
24.41
37.76
752.24
A
USGS
3456991.00
41379.00
728.00
22.53
34.85
693.15
A
USGS
3456991.00
41380.00
640.00
22.79
35.26
604.74
A
USGS
3456991.00
41381.00
616.00
23.03
35.63
580.37
A
USGS
3456991.00
41382.00
576.00
23.01
35.60
540.40
A
USGS
3456991.00
41383.00
972.00
22.89
35.41
936.59
A
USGS
3456991.00
41384.00
925.00
20.97
32.44
892.56
A
USGS
3456991.00
41385.00
743.00
21.36
33.04
709.96
A
USGS
3456991.00
41386.00
667.00
21.10
32.64
634.36
A
USGS
3456991.00
41387.00
611.00
21.34
33.01
577.99
A
USGS
3456991.00
41388.00
573.00
25.16
38.92
534.08
A
USGS
3456991.00
41389.00
534.00
22.85
35.35
498.65
A
USGS
3456991.00
41390.00
493.00
27.33
42.28
450.72
A
USGS
3456991.00
41391.00
518.00
26.63
41.20
476.80
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41392.00
1090.00
27.70
42.85
1047.15
A
USGS
3456991.00
41393.00
1240.00
26.09
40.36
1199.64
A
USGS
3456991.00
41394.00
856.00
25.32
39.17
816.83
A
USGS
3456991.00
41395.00
743.00
23.37
36.15
706.85
A
USGS
3456991.00
41396.00
685.00
23.53
36.40
648.60
A
USGS
3456991.00
41397.00
672.00
23.23
35.94
636.06
A
USGS
3456991.00
41398.00
731.00
24.08
37.25
693.75
A
USGS
3456991.00
41399.00
6010.00
31.53
48.78
5961.22
A
USGS
3456991.00
41400.00
3670.00
25.73
39.80
3630.20
A
USGS
3456991.00
41401.00
1980.00
23.77
36.77
1943.23
A
USGS
3456991.00
41402.00
1490.00
24.98
38.64
1451.36
A
USGS
3456991.00
41403.00
1210.00
25.61
39.62
1170.38
A
USGS
3456991.00
41404.00
1040.00
25.37
39.25
1000.75
A
USGS
3456991.00
41405.00
942.00
25.87
40.02
901.98
A
USGS
3456991.00
41406.00
845.00
25.25
39.06
805.94
A
USGS
3456991.00
41407.00
745.00
25.78
39.88
705.12
A
USGS
3456991.00
41408.00
682.00
26.33
40.73
641.27
A
USGS
3456991.00
41409.00
629.00
27.10
41.92
587.08
A
USGS
3456991.00
41410.00
582.00
27.13
41.97
540.03
A
USGS
3456991.00
41411.00
544.00
27.53
42.59
501.41
A
USGS
3456991.00
41412.00
694.00
27.45
42.47
651.53
A
USGS
3456991.00
41413.00
593.00
27.28
42.20
550.80
A
USGS
3456991.00
41414.00
534.00
27.49
42.53
491.47
A
USGS
3456991.00
41415.00
542.00
26.51
41.01
500.99
A
USGS
3456991.00
41416.00
536.00
27.49
42.53
493.47
A
USGS
3456991.00
41417.00
524.00
27.88
43.13
480.87
A
USGS
3456991.00
41418.00
462.00
26.03
40.27
421.73
A
USGS
3456991.00
41419.00
422.00
25.24
39.05
382.95
A
USGS
3456991.00
41420.00
400.00
27.57
42.65
357.35
A
USGS
3456991.00
41421.00
381.00
27.10
41.92
339.08
A
USGS
3456991.00
41422.00
359.00
25.82
39.94
319.06
A
USGS
3456991.00
41423.00
340.00
26.77
41.41
298.59
A
USGS
3456991.00
41424.00
323.00
27.06
41.86
281.14
A
USGS
3456991.00
41425.00
309.00
26.86
41.55
267.45
A
USGS
3456991.00
41426.00
294.00
26.58
41.12
252.88
A
USGS
3456991.00
41427.00
350.00
27.65
42.77
307.23
A
USGS
3456991.00
41428.00
405.00
26.93
41.66
363.34
A
USGS
3456991.00
41429.00
300.00
26.56
41.09
258.91
A
USGS
3456991.00
41430.00
282.00
27.97
43.27
238.73
A
USGS
3456991.00
41431.00
499.00
29.02
44.89
454.11
A
USGS
3456991.00
41432.00
400.00
28.84
44.62
355.38
A
USGS
3456991.00
41433.00
575.00
28.14
43.53
531.47
A
USGS
3456991.00
41434.00
408.00
28.20
43.63
364.37
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41435.00
1870.00
31.04
48.02
1821.98
A
USGS
3456991.00
41436.00
900.00
28.30
43.78
856.22
A
USGS
3456991.00
41437.00
660.00
27.55
42.62
617.38
A
USGS
3456991.00
41438.00
562.00
27.66
42.79
519.21
A
USGS
3456991.00
41439.00
539.00
26.15
40.45
498.55
A
USGS
3456991.00
41440.00
451.00
26.23
40.58
410.42
A
USGS
3456991.00
41441.00
411.00
25.96
40.16
370.84
A
USGS
3456991.00
41442.00
395.00
26.77
41.41
353.59
A
USGS
3456991.00
41443.00
376.00
27.21
42.09
333.91
A
USGS
3456991.00
41444.00
355.00
26.20
40.53
314.47
A
USGS
3456991.00
41445.00
321.00
26.35
40.76
280.24
A
USGS
3456991.00
41446.00
304.00
26.66
41.24
262.76
A
USGS
3456991.00
41447.00
283.00
26.09
40.36
242.64
A
USGS
3456991.00
41448.00
278.00
26.22
40.56
237.44
A
USGS
3456991.00
41449.00
284.00
26.72
41.34
242.66
A
USGS
3456991.00
41450.00
467.00
27.74
42.91
424.09
A
USGS
3456991.00
41451.00
318.00
26.04
40.28
277.72
A
USGS
3456991.00
41452.00
324.00
26.42
40.87
283.13
A
USGS
3456991.00
41453.00
286.00
25.62
39.63
246.37
A
USGS
3456991.00
41454.00
260.00
26.80
41.46
218.54
A
USGS
3456991.00
41455.00
232.00
26.60
41.15
190.85
A
USGS
3456991.00
41456.00
500.00
28.08
43.44
456.56
A
USGS
3456991.00
41457.00
819.00
27.74
42.91
776.09
A
USGS
3456991.00
41458.00
1940.00
30.51
47.20
1892.80
A
USGS
3456991.00
41459.00
3510.00
32.76
50.68
3459.32
A
USGS
3456991.00
41460.00
3580.00
28.95
44.79
3535.21
A
USGS
3456991.00
41461.00
2230.00
27.72
42.88
2187.12
A
USGS
3456991.00
41462.00
2350.00
28.29
43.76
2306.24
A
USGS
3456991.00
41463.00
1560.00
28.00
43.32
1516.68
A
USGS
3456991.00
41464.00
1230.00
27.36
42.33
1187.67
A
USGS
3456991.00
41465.00
1170.00
28.84
44.62
1125.38
A
USGS
3456991.00
41466.00
1210.00
30.54
47.25
1162.75
A
USGS
3456991.00
41467.00
951.00
29.87
46.21
904.79
A
USGS
3456991.00
41468.00
896.00
29.63
45.84
850.16
A
USGS
3456991.00
41469.00
1050.00
31.13
48.16
1001.84
A
USGS
3456991.00
41470.00
1040.00
29.66
45.88
994.12
A
USGS
3456991.00
41471.00
831.00
27.94
43.22
787.78
A
USGS
3456991.00
41472.00
726.00
28.76
44.49
681.51
A
USGS
3456991.00
41473.00
713.00
28.04
43.38
669.62
A
USGS
3456991.00
41474.00
616.00
29.11
45.03
570.97
A
USGS
3456991.00
41475.00
640.00
28.82
44.58
595.42
A
USGS
3456991.00
41476.00
625.00
30.06
46.50
578.50
A
USGS
3456991.00
41477.00
622.00
27.40
42.39
579.61
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41478.00
547.00
27.63
42.74
504.26
A
USGS
3456991.00
41479.00
519.00
28.46
44.03
474.97
A
USGS
3456991.00
41480.00
567.00
27.03
41.82
525.18
A
USGS
3456991.00
41481.00
456.00
27.77
42.96
413.04
A
USGS
3456991.00
41482.00
463.00
28.58
44.21
418.79
A
USGS
3456991.00
41483.00
415.00
26.98
41.74
373.26
A
USGS
3456991.00
41484.00
376.00
26.90
41.61
334.39
A
USGS
3456991.00
41485.00
351.00
26.64
41.21
309.79
A
USGS
3456991.00
41486.00
346.00
27.11
41.94
304.06
A
USGS
3456991.00
41487.00
341.00
25.04
38.74
302.26
A
USGS
3456991.00
41488.00
322.00
26.47
40.95
281.05
A
USGS
3456991.00
41489.00
295.00
25.91
40.08
254.92
A
USGS
3456991.00
41490.00
279.00
25.89
40.05
238.95
A
USGS
3456991.00
41491.00
267.00
26.71
41.32
225.68
A
USGS
3456991.00
41492.00
252.00
25.94
40.13
211.87
A
USGS
3456991.00
41493.00
364.00
26.56
41.09
322.91
A
USGS
3456991.00
41494.00
411.00
26.96
41.71
369.29
A
USGS
3456991.00
41495.00
328.00
25.31
39.15
288.85
A
USGS
3456991.00
41496.00
278.00
25.36
39.23
238.77
A
USGS
3456991.00
41497.00
272.00
26.33
40.73
231.27
A
USGS
3456991.00
41498.00
260.00
28.13
43.52
216.48
A
USGS
3456991.00
41499.00
250.00
27.35
42.31
207.69
A
USGS
3456991.00
41500.00
242.00
27.77
42.96
199.04
A
USGS
3456991.00
41501.00
223.00
25.21
39.00
184.00
A
USGS
3456991.00
41502.00
214.00
25.93
40.11
173.89
A
USGS
3456991.00
41503.00
202.00
25.82
39.94
162.06
A
USGS
3456991.00
41504.00
213.00
26.31
40.70
172.30
A
USGS
3456991.00
41505.00
477.00
29.66
45.88
431.12
A
USGS
3456991.00
41506.00
434.00
28.57
44.20
389.80
A
USGS
3456991.00
41507.00
321.00
27.02
41.80
279.20
A
USGS
3456991.00
41508.00
280.00
26.71
41.32
238.68
A
USGS
3456991.00
41509.00
253.00
24.75
38.29
214.71
A
USGS
3456991.00
41510.00
232.00
25.99
40.21
191.79
A
USGS
3456991.00
41511.00
216.00
25.22
39.02
176.98
A
USGS
3456991.00
41512.00
203.00
25.54
39.51
163.49
A
USGS
3456991.00
41513.00
199.00
25.64
39.67
159.33
A
USGS
3456991.00
41514.00
192.00
25.15
38.91
153.09
A
USGS
3456991.00
41515.00
183.00
25.12
38.86
144.14
A
USGS
3456991.00
41516.00
179.00
25.65
39.68
139.32
A
USGS
3456991.00
41517.00
180.00
26.04
40.28
139.72
A
USGS
3456991.00
41518.00
206.00
26.60
41.15
164.85
A
USGS
3456991.00
41519.00
194.00
30.50
47.18
146.82
A
USGS
3456991.00
41520.00
208.00
26.75
41.38
166.62
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41521.00
175.00
25.80
39.91
135.09
A
USGS
3456991.00
41522.00
163.00
24.72
38.24
124.76
A
USGS
3456991.00
41523.00
153.00
24.50
37.90
115.10
A
USGS
3456991.00
41524.00
149.00
26.86
41.55
107.45
A
USGS
3456991.00
41525.00
145.00
26.46
40.93
104.07
A
USGS
3456991.00
41526.00
142.00
25.59
39.59
102.41
A
USGS
3456991.00
41527.00
139.00
23.95
37.05
101.95
A
USGS
3456991.00
41528.00
135.00
24.33
37.64
97.36
A
USGS
3456991.00
41529.00
178.00
25.29
39.12
138.88
A
USGS
3456991.00
41530.00
173.00
27.25
42.16
130.84
A
USGS
3456991.00
41531.00
142.00
25.19
38.97
103.03
A
USGS
3456991.00
41532.00
132.00
26.44
40.90
91.10
A
USGS
3456991.00
41533.00
127.00
25.65
39.68
87.32
A
USGS
3456991.00
41534.00
126.00
27.40
42.39
83.61
A
USGS
3456991.00
41535.00
123.00
26.23
40.58
82.42
A
USGS
3456991.00
41536.00
123.00
25.80
39.91
83.09
A
USGS
3456991.00
41537.00
122.00
25.69
39.74
82.26
A
USGS
3456991.00
41538.00
180.00
28.06
43.41
136.59
A
USGS
3456991.00
41539.00
303.00
26.64
41.21
261.79
A
USGS
3456991.00
41540.00
152.00
26.45
40.92
111.08
A
USGS
3456991.00
41541.00
136.00
26.80
41.46
94.54
A
USGS
3456991.00
41542.00
402.00
29.55
45.71
356.29
A
USGS
3456991.00
41543.00
297.00
27.11
41.94
255.06
A
USGS
3456991.00
41544.00
203.00
25.78
39.88
163.12
A
USGS
3456991.00
41545.00
173.00
26.36
40.78
132.22
A
USGS
3456991.00
41546.00
158.00
25.68
39.73
118.27
A
USGS
3456991.00
41547.00
150.00
25.70
39.76
110.24
A
USGS
3456991.00
41548.00
143.00
26.32
40.72
102.28
A
USGS
3456991.00
41549.00
143.00
26.36
40.78
102.22
A
USGS
3456991.00
41550.00
137.00
25.79
39.90
97.10
A
USGS
3456991.00
41551.00
122.00
26.34
40.75
81.25
A
USGS
3456991.00
41552.00
126.00
25.74
39.82
86.18
A
USGS
3456991.00
41553.00
123.00
25.66
39.70
83.30
A
USGS
3456991.00
41554.00
329.00
28.21
43.64
285.36
A
USGS
3456991.00
41555.00
203.00
26.11
40.39
162.61
A
USGS
3456991.00
41556.00
158.00
25.91
40.08
117.92
A
USGS
3456991.00
41557.00
148.00
26.46
40.93
107.07
A
USGS
3456991.00
41558.00
141.00
26.51
41.01
99.99
A
USGS
3456991.00
41559.00
133.00
26.65
41.23
91.77
A
USGS
3456991.00
41560.00
132.00
26.72
41.34
90.66
A
USGS
3456991.00
41561.00
142.00
26.38
40.81
101.19
A
USGS
3456991.00
41562.00
136.00
27.23
42.12
93.88
A
USGS
3456991.00
41563.00
127.00
26.94
41.68
85.32
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41564.00
127.00
26.43
40.89
86.11
A
USGS
3456991.00
41565.00
132.00
25.51
39.46
92.54
A
USGS
3456991.00
41566.00
123.00
26.22
40.56
82.44
A
USGS
3456991.00
41567.00
117.00
26.09
40.36
76.64
A
USGS
3456991.00
41568.00
111.00
27.09
41.91
69.09
A
USGS
3456991.00
41569.00
110.00
26.60
41.15
68.85
A
USGS
3456991.00
41570.00
108.00
26.37
40.79
67.21
A
USGS
3456991.00
41571.00
106.00
26.35
40.76
65.24
A
USGS
3456991.00
41572.00
106.00
27.54
42.60
63.40
A
USGS
3456991.00
41573.00
105.00
26.23
40.58
64.42
A
USGS
3456991.00
41574.00
106.00
27.47
42.50
63.50
A
USGS
3456991.00
41575.00
106.00
27.06
41.86
64.14
A
USGS
3456991.00
41576.00
106.00
25.50
39.45
66.55
A
USGS
3456991.00
41577.00
104.00
25.46
39.39
64.61
A
USGS
3456991.00
41578.00
102.00
26.65
41.23
60.77
A
USGS
3456991.00
41579.00
109.00
25.57
39.56
69.44
A
USGS
3456991.00
41580.00
116.00
25.11
38.85
77.15
A
USGS
3456991.00
41581.00
103.00
25.18
38.95
64.05
A
USGS
3456991.00
41582.00
97.80
24.84
38.43
59.37
A
USGS
3456991.00
41583.00
97.80
26.45
40.92
56.88
A
USGS
3456991.00
41584.00
99.70
25.65
39.68
60.02
A
USGS
3456991.00
41585.00
116.00
27.15
42.00
74.00
A
USGS
3456991.00
41586.00
106.00
26.15
40.45
65.55
A
USGS
3456991.00
41587.00
98.50
25.82
39.94
58.56
A
USGS
3456991.00
41588.00
97.80
25.27
39.09
58.71
A
USGS
3456991.00
41589.00
95.30
26.69
41.29
54.01
A
USGS
3456991.00
41590.00
94.70
26.69
41.29
53.41
A
USGS
3456991.00
41591.00
90.30
25.40
39.29
51.01
A
USGS
3456991.00
41592.00
89.40
25.16
38.92
50.48
A
USGS
3456991.00
41593.00
92.60
26.08
40.35
52.25
A
USGS
3456991.00
41594.00
113.00
25.55
39.53
73.47
A
USGS
3456991.00
41595.00
115.00
26.65
41.23
73.77
A
USGS
3456991.00
41596.00
189.00
26.37
40.79
148.21
A
USGS
3456991.00
41597.00
131.00
25.71
39.77
91.23
A
USGS
3456991.00
41598.00
112.00
26.42
40.87
71.13
A
USGS
3456991.00
41599.00
106.00
25.65
39.68
66.32
A
USGS
3456991.00
41600.00
129.00
26.85
41.54
87.46
A
USGS
3456991.00
41601.00
130.00
24.94
38.58
91.42
A
USGS
3456991.00
41602.00
117.00
25.29
39.12
77.88
A
USGS
3456991.00
41603.00
108.00
25.69
39.74
68.26
A
USGS
3456991.00
41604.00
897.00
28.47
44.04
852.96
A
USGS
3456991.00
41605.00
796.00
27.74
42.91
753.09
A
USGS
3456991.00
41606.00
399.00
26.64
41.21
357.79
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41607.00
316.00
27.19
42.06
273.94
A
USGS
3456991.00
41608.00
269.00
26.80
41.46
227.54
A
USGS
3456991.00
41609.00
241.00
27.09
41.91
199.09
A
USGS
3456991.00
41610.00
224.00
27.02
41.80
182.20
A
USGS
3456991.00
41611.00
214.00
28.39
43.92
170.08
A
USGS
3456991.00
41612.00
201.00
26.68
41.27
159.73
A
USGS
3456991.00
41613.00
193.00
27.08
41.89
151.11
A
USGS
3456991.00
41614.00
382.00
28.04
43.38
338.62
A
USGS
3456991.00
41615.00
402.00
26.72
41.34
360.66
A
USGS
3456991.00
41616.00
338.00
26.79
41.44
296.56
A
USGS
3456991.00
41617.00
947.00
27.42
42.42
904.58
A
USGS
3456991.00
41618.00
801.00
26.90
41.61
759.39
A
USGS
3456991.00
41619.00
598.00
26.32
40.72
557.28
A
USGS
3456991.00
41620.00
490.00
25.21
39.00
451.00
A
USGS
3456991.00
41621.00
431.00
24.79
38.35
392.65
A
USGS
3456991.00
41622.00
503.00
26.61
41.17
461.83
A
USGS
3456991.00
41623.00
485.00
25.86
40.01
444.99
A
USGS
3456991.00
41624.00
404.00
25.94
40.13
363.87
A
USGS
3456991.00
41625.00
363.00
27.07
41.88
321.12
A
USGS
3456991.00
41626.00
331.00
26.27
40.64
290.36
A
USGS
3456991.00
41627.00
308.00
25.32
39.17
268.83
A
USGS
3456991.00
41628.00
285.00
26.42
40.87
244.13
A
USGS
3456991.00
41629.00
280.00
27.53
42.59
237.41
A
USGS
3456991.00
41630.00
1290.00
30.94
47.86
1242.14
A
USGS
3456991.00
41631.00
2490.00
29.76
46.04
2443.96
A
USGS
3456991.00
41632.00
1070.00
26.89
41.60
1028.40
A
USGS
3456991.00
41633.00
810.00
25.57
39.56
770.44
A
USGS
3456991.00
41634.00
682.00
26.95
41.69
640.31
A
USGS
3456991.00
41635.00
589.00
27.26
42.17
546.83
A
USGS
3456991.00
41636.00
533.00
27.64
42.76
490.24
A
USGS
3456991.00
41637.00
772.00
27.95
43.24
728.76
A
USGS
3456991.00
41638.00
597.00
26.70
41.30
555.70
A
USGS
3456991.00
41639.00
528.00
26.65
41.23
486.77
A
USGS
3456991.00
41640.00
483.00
26.67
41.26
441.74
A
USGS
3456991.00
41641.00
486.00
27.22
42.11
443.89
A
USGS
3456991.00
41642.00
453.00
26.57
41.10
411.90
A
USGS
3456991.00
41643.00
405.00
26.74
41.37
363.63
A
USGS
3456991.00
41644.00
397.00
27.49
42.53
354.47
A
USGS
3456991.00
41645.00
417.00
28.15
43.55
373.45
A
USGS
3456991.00
41646.00
352.00
26.58
41.12
310.88
A:e
USGS
3456991.00
41647.00
332.00
29.52
45.67
286.33
A:e
USGS
3456991.00
41648.00
329.00
29.65
45.87
283.13
A
USGS
3456991.00
41649.00
389.00
26.31
40.70
348.30
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41650.00
1260.00
30.59
47.32
1212.68
A
USGS
3456991.00
41651.00
881.00
29.89
46.24
834.76
A
USGS
3456991.00
41652.00
669.00
28.01
43.33
625.67
A
USGS
3456991.00
41653.00
628.00
28.19
43.61
584.39
A
USGS
3456991.00
41654.00
556.00
27.95
43.24
512.76
A
USGS
3456991.00
41655.00
502.00
28.24
43.69
458.31
A
USGS
3456991.00
41656.00
468.00
27.32
42.26
425.74
A
USGS
3456991.00
41657.00
422.00
26.36
40.78
381.22
A
USGS
3456991.00
41658.00
401.00
27.01
41.78
359.22
A
USGS
3456991.00
41659.00
378.00
26.93
41.66
336.34
A
USGS
3456991.00
41660.00
360.00
27.08
41.89
318.11
A
USGS
3456991.00
41661.00
340.00
26.91
41.63
298.37
A:e
USGS
3456991.00
41662.00
322.00
28.16
43.56
278.44
A:e
USGS
3456991.00
41663.00
308.00
26.81
41.48
266.52
A:e
USGS
3456991.00
41664.00
295.00
28.01
43.33
251.67
A:e
USGS
3456991.00
41665.00
283.00
28.36
43.87
239.13
A:e
USGS
3456991.00
41666.00
276.00
27.38
42.36
233.64
A
USGS
3456991.00
41667.00
262.00
26.08
40.35
221.65
A
USGS
3456991.00
41668.00
255.00
26.22
40.56
214.44
A:e
USGS
3456991.00
41669.00
252.00
26.88
41.58
210.42
A:e
USGS
3456991.00
41670.00
247.00
28.09
43.46
203.54
A:e
USGS
3456991.00
41671.00
242.00
26.60
41.15
200.85
A:e
USGS
3456991.00
41672.00
238.00
27.09
41.91
196.09
A
USGS
3456991.00
41673.00
662.00
30.56
47.28
614.72
A
USGS
3456991.00
41674.00
420.00
29.64
45.85
374.15
A
USGS
3456991.00
41675.00
553.00
27.86
43.10
509.90
A
USGS
3456991.00
41676.00
447.00
27.67
42.81
404.19
A
USGS
3456991.00
41677.00
389.00
26.79
41.44
347.56
A
USGS
3456991.00
41678.00
360.00
27.67
42.81
317.19
A
USGS
3456991.00
41679.00
338.00
27.43
42.43
295.57
A
USGS
3456991.00
41680.00
327.00
28.75
44.48
282.52
A
USGS
3456991.00
41681.00
309.00
28.72
44.43
264.57
A
USGS
3456991.00
41682.00
299.00
28.38
43.90
255.10
A
USGS
3456991.00
41683.00
304.00
27.88
43.13
260.87
A
USGS
3456991.00
41684.00
285.00
27.72
42.88
242.12
A
USGS
3456991.00
41685.00
296.00
28.34
43.84
252.16
A
USGS
3456991.00
41686.00
278.00
27.27
42.19
235.81
A
USGS
3456991.00
41687.00
282.00
28.10
43.47
238.53
A
USGS
3456991.00
41688.00
305.00
28.60
44.24
260.76
A
USGS
3456991.00
41689.00
521.00
28.48
44.06
476.94
A
USGS
3456991.00
41690.00
531.00
27.98
43.29
487.71
A
USGS
3456991.00
41691.00
753.00
28.53
44.14
708.86
A
USGS
3456991.00
41692.00
594.00
27.79
42.99
551.01
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41693.00
509.00
27.49
42.53
466.47
A
USGS
3456991.00
41694.00
458.00
27.50
42.54
415.46
A
USGS
3456991.00
41695.00
419.00
26.51
41.01
377.99
A
USGS
3456991.00
41696.00
388.00
27.06
41.86
346.14
A
USGS
3456991.00
41697.00
361.00
26.06
40.31
320.69
A
USGS
3456991.00
41698.00
339.00
28.02
43.35
295.65
A
USGS
3456991.00
41699.00
327.00
29.30
45.33
281.67
A
USGS
3456991.00
41700.00
312.00
29.93
46.30
265.70
A
USGS
3456991.00
41701.00
341.00
31.12
48.14
292.86
A
USGS
3456991.00
41702.00
322.00
30.23
46.77
275.23
A
USGS
3456991.00
41703.00
293.00
27.56
42.64
250.36
A
USGS
3456991.00
41704.00
278.00
30.89
47.79
230.21
A
USGS
3456991.00
41705.00
319.00
30.87
47.76
271.24
A
USGS
3456991.00
41706.00
308.00
30.13
46.61
261.39
A
USGS
3456991.00
41707.00
300.00
30.26
46.81
253.19
A
USGS
3456991.00
41708.00
290.00
29.23
45.22
244.78
A
USGS
3456991.00
41709.00
275.00
28.64
44.31
230.69
A
USGS
3456991.00
41710.00
272.00
28.30
43.78
228.22
A
USGS
3456991.00
41711.00
264.00
28.74
44.46
219.54
A
USGS
3456991.00
41712.00
248.00
27.74
42.91
205.09
A
USGS
3456991.00
41713.00
242.00
27.75
42.93
199.07
A
USGS
3456991.00
41714.00
277.00
29.11
45.03
231.97
A
USGS
3456991.00
41715.00
401.00
29.42
45.51
355.49
A
USGS
3456991.00
41716.00
350.00
29.77
46.05
303.95
A
USGS
3456991.00
41717.00
302.00
28.80
44.55
257.45
A
USGS
3456991.00
41718.00
280.00
28.49
44.07
235.93
A
USGS
3456991.00
41719.00
267.00
27.26
42.17
224.83
A
USGS
3456991.00
41720.00
257.00
26.70
41.30
215.70
A
USGS
3456991.00
41721.00
275.00
29.64
45.85
229.15
A
USGS
3456991.00
41722.00
260.00
27.81
43.02
216.98
A
USGS
3456991.00
41723.00
252.00
27.38
42.36
209.64
A
USGS
3456991.00
41724.00
238.00
26.52
41.03
196.97
A
USGS
3456991.00
41725.00
235.00
25.93
40.11
194.89
A
USGS
3456991.00
41726.00
233.00
27.49
42.53
190.47
A
USGS
3456991.00
41727.00
291.00
27.91
43.18
247.82
A
USGS
3456991.00
41728.00
317.00
26.86
41.55
275.45
A
USGS
3456991.00
41729.00
258.00
26.70
41.30
216.70
A
USGS
3456991.00
41730.00
246.00
27.77
42.96
203.04
A
USGS
3456991.00
41731.00
236.00
28.16
43.56
192.44
A
USGS
3456991.00
41732.00
230.00
27.67
42.81
187.19
A
USGS
3456991.00
41733.00
227.00
27.19
42.06
184.94
A
USGS
3456991.00
41734.00
218.00
27.34
42.29
175.71
A
USGS
3456991.00
41735.00
212.00
28.30
43.78
168.22
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41736.00
776.00
31.86
49.29
726.71
A
USGS
3456991.00
41737.00
688.00
27.92
43.19
644.81
A
USGS
3456991.00
41738.00
501.00
24.95
38.60
462.40
A
USGS
3456991.00
41739.00
432.00
23.57
36.46
395.54
A
USGS
3456991.00
41740.00
389.00
25.75
39.84
349.16
A
USGS
3456991.00
41741.00
359.00
27.72
42.88
316.12
A
USGS
3456991.00
41742.00
338.00
27.78
42.98
295.02
A
USGS
3456991.00
41743.00
325.00
28.78
44.52
280.48
A
USGS
3456991.00
41744.00
430.00
28.40
43.93
386.07
A
USGS
3456991.00
41745.00
374.00
26.27
40.64
333.36
A
USGS
3456991.00
41746.00
328.00
28.56
44.18
283.82
A
USGS
3456991.00
41747.00
312.00
27.89
43.15
268.85
A
USGS
3456991.00
41748.00
418.00
29.54
45.70
372.30
A
USGS
3456991.00
41749.00
532.00
26.74
41.37
490.63
A
USGS
3456991.00
41750.00
414.00
25.72
39.79
374.21
A
USGS
3456991.00
41751.00
389.00
25.84
39.97
349.03
A
USGS
3456991.00
41752.00
364.00
25.59
39.59
324.41
A
USGS
3456991.00
41753.00
338.00
25.70
39.76
298.24
A
USGS
3456991.00
41754.00
323.00
26.27
40.64
282.36
A
USGS
3456991.00
41755.00
304.00
25.98
40.19
263.81
A
USGS
3456991.00
41756.00
291.00
27.10
41.92
249.08
A
USGS
3456991.00
41757.00
282.00
27.10
41.92
240.08
A
USGS
3456991.00
41758.00
875.00
29.57
45.74
829.26
A
USGS
3456991.00
41759.00
581.00
27.42
42.42
538.58
A
USGS
3456991.00
41760.00
492.00
26.58
41.12
450.88
A
USGS
3456991.00
41761.00
436.00
26.22
40.56
395.44
A
USGS
3456991.00
41762.00
400.00
26.88
41.58
358.42
A
USGS
3456991.00
41763.00
369.00
26.70
41.30
327.70
A
USGS
3456991.00
41764.00
346.00
27.01
41.78
304.22
A
USGS
3456991.00
41765.00
325.00
27.14
41.99
283.01
A
USGS
3456991.00
41766.00
305.00
27.21
42.09
262.91
A
USGS
3456991.00
41767.00
286.00
26.86
41.55
244.45
A
USGS
3456991.00
41768.00
278.00
27.67
42.81
235.19
A
USGS
3456991.00
41769.00
307.00
27.05
41.85
265.15
A
USGS
3456991.00
41770.00
272.00
27.05
41.85
230.15
A
USGS
3456991.00
41771.00
268.00
27.94
43.22
224.78
A
USGS
3456991.00
41772.00
280.00
29.00
44.86
235.14
A
USGS
3456991.00
41773.00
244.00
28.69
44.38
199.62
A
USGS
3456991.00
41774.00
1310.00
30.48
47.15
1262.85
A
USGS
3456991.00
41775.00
719.00
27.31
42.25
676.75
A
USGS
3456991.00
41776.00
555.00
27.14
41.99
513.01
A
USGS
3456991.00
41777.00
502.00
26.74
41.37
460.63
A
USGS
3456991.00
41778.00
454.00
27.39
42.37
411.63
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41779.00
412.00
28.03
43.36
368.64
A
USGS
3456991.00
41780.00
378.00
28.23
43.67
334.33
A
USGS
3456991.00
41781.00
351.00
28.29
43.76
307.24
A
USGS
3456991.00
41782.00
335.00
28.76
44.49
290.51
A
USGS
3456991.00
41783.00
310.00
25.90
40.07
269.93
A
USGS
3456991.00
41784.00
291.00
24.73
38.26
252.74
A
USGS
3456991.00
41785.00
283.00
25.19
38.97
244.03
A
USGS
3456991.00
41786.00
276.00
27.96
43.25
232.75
A
USGS
3456991.00
41787.00
265.00
25.45
39.38
225.62
A
USGS
3456991.00
41788.00
275.00
26.86
41.55
233.45
A
USGS
3456991.00
41789.00
296.00
26.34
40.75
255.25
A
USGS
3456991.00
41790.00
259.00
25.95
40.14
218.86
A
USGS
3456991.00
41791.00
240.00
27.08
41.89
198.11
A
USGS
3456991.00
41792.00
229.00
24.52
37.93
191.07
A
USGS
3456991.00
41793.00
217.00
25.16
38.92
178.08
A
USGS
3456991.00
41794.00
211.00
27.46
42.48
168.52
A
USGS
3456991.00
41795.00
205.00
26.29
40.67
164.33
A
USGS
3456991.00
41796.00
209.00
27.59
42.68
166.32
A
USGS
3456991.00
41797.00
194.00
26.65
41.23
152.77
A
USGS
3456991.00
41798.00
191.00
26.57
41.10
149.90
A
USGS
3456991.00
41799.00
180.00
26.63
41.20
138.80
A
USGS
3456991.00
41800.00
178.00
26.67
41.26
136.74
A
USGS
3456991.00
41801.00
181.00
26.88
41.58
139.42
A
USGS
3456991.00
41802.00
208.00
27.12
41.95
166.05
A
USGS
3456991.00
41803.00
286.00
27.11
41.94
244.06
A
USGS
3456991.00
41804.00
210.00
25.60
39.60
170.40
A
USGS
3456991.00
41805.00
180.00
26.32
40.72
139.28
A
USGS
3456991.00
41806.00
171.00
26.02
40.25
130.75
A
USGS
3456991.00
41807.00
188.00
24.81
38.38
149.62
A
USGS
3456991.00
41808.00
181.00
28.32
43.81
137.19
A
USGS
3456991.00
41809.00
220.00
26.82
41.49
178.51
A
USGS
3456991.00
41810.00
266.00
26.31
40.70
225.30
A
USGS
3456991.00
41811.00
197.00
26.36
40.78
156.22
A
USGS
3456991.00
41812.00
172.00
25.43
39.34
132.66
A
USGS
3456991.00
41813.00
159.00
26.73
41.35
117.65
A
USGS
3456991.00
41814.00
216.00
25.49
39.43
176.57
A
USGS
3456991.00
41815.00
236.00
25.88
40.04
195.96
A
USGS
3456991.00
41816.00
181.00
24.74
38.27
142.73
A
USGS
3456991.00
41817.00
168.00
24.66
38.15
129.85
A
USGS
3456991.00
41818.00
173.00
25.17
38.94
134.06
A
USGS
3456991.00
41819.00
181.00
25.76
39.85
141.15
A
USGS
3456991.00
41820.00
210.00
24.54
37.96
172.04
A
USGS
3456991.00
41821.00
173.00
24.59
38.04
134.96
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41822.00
154.00
23.01
35.60
118.40
A
USGS
3456991.00
41823.00
145.00
25.26
39.08
105.92
A
USGS
3456991.00
41824.00
140.00
25.18
38.95
101.05
A
USGS
3456991.00
41825.00
132.00
23.92
37.00
95.00
A
USGS
3456991.00
41826.00
126.00
23.89
36.96
89.04
A
USGS
3456991.00
41827.00
126.00
23.82
36.85
89.15
A
USGS
3456991.00
41828.00
122.00
24.56
37.99
84.01
A
USGS
3456991.00
41829.00
141.00
25.27
39.09
101.91
A
USGS
3456991.00
41830.00
217.00
25.56
39.54
177.46
A
USGS
3456991.00
41831.00
154.00
25.89
40.05
113.95
A
USGS
3456991.00
41832.00
155.00
29.94
46.32
108.68
A
USGS
3456991.00
41833.00
161.00
25.54
39.51
121.49
A
USGS
3456991.00
41834.00
129.00
25.17
38.94
90.06
A
USGS
3456991.00
41835.00
121.00
24.63
38.10
82.90
A
USGS
3456991.00
41836.00
121.00
24.27
37.55
83.45
A
USGS
3456991.00
41837.00
112.00
24.20
37.44
74.56
A
USGS
3456991.00
41838.00
124.00
26.28
40.66
83.34
A
USGS
3456991.00
41839.00
852.00
24.56
37.99
814.01
A
USGS
3456991.00
41840.00
412.00
24.89
38.50
373.50
A
USGS
3456991.00
41841.00
327.00
25.60
39.60
287.40
A
USGS
3456991.00
41842.00
376.00
24.15
37.36
338.64
A
USGS
3456991.00
41843.00
273.00
24.01
37.14
235.86
A
USGS
3456991.00
41844.00
432.00
24.72
38.24
393.76
A
USGS
3456991.00
41845.00
288.00
23.93
37.02
250.98
A
USGS
3456991.00
41846.00
236.00
24.00
37.13
198.87
A
USGS
3456991.00
41847.00
211.00
25.05
38.75
172.25
A
USGS
3456991.00
41848.00
470.00
26.80
41.46
428.54
A
USGS
3456991.00
41849.00
271.00
23.80
36.82
234.18
A
USGS
3456991.00
41850.00
226.00
23.22
35.92
190.08
A
USGS
3456991.00
41851.00
208.00
23.18
35.86
172.14
A
USGS
3456991.00
41852.00
201.00
23.11
35.75
165.25
A
USGS
3456991.00
41853.00
189.00
24.71
38.23
150.77
A
USGS
3456991.00
41854.00
193.00
23.73
36.71
156.29
A
USGS
3456991.00
41855.00
171.00
24.48
37.87
133.13
A
USGS
3456991.00
41856.00
169.00
24.42
37.78
131.22
A
USGS
3456991.00
41857.00
157.00
24.37
37.70
119.30
A
USGS
3456991.00
41858.00
149.00
24.33
37.64
111.36
A
USGS
3456991.00
41859.00
197.00
29.22
45.20
151.80
A
USGS
3456991.00
41860.00
210.00
26.37
40.79
169.21
A
USGS
3456991.00
41861.00
202.00
26.20
40.53
161.47
A
USGS
3456991.00
41862.00
241.00
25.90
40.07
200.93
A
USGS
3456991.00
41863.00
195.00
25.22
39.02
155.98
A
USGS
3456991.00
41864.00
168.00
25.51
39.46
128.54
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41865.00
152.00
25.82
39.94
112.06
A
USGS
3456991.00
41866.00
145.00
26.35
40.76
104.24
A
USGS
3456991.00
41867.00
138.00
26.48
40.96
97.04
A
USGS
3456991.00
41868.00
134.00
26.26
40.62
93.38
A
USGS
3456991.00
41869.00
136.00
27.22
42.11
93.89
A
USGS
3456991.00
41870.00
131.00
27.00
41.77
89.23
A
USGS
3456991.00
41871.00
127.00
26.91
41.63
85.37
A
USGS
3456991.00
41872.00
132.00
25.68
39.73
92.27
A
USGS
3456991.00
41873.00
123.00
25.36
39.23
83.77
A
USGS
3456991.00
41874.00
116.00
26.62
41.18
74.82
A
USGS
3456991.00
41875.00
113.00
26.12
40.41
72.59
A
USGS
3456991.00
41876.00
111.00
27.42
42.42
68.58
A
USGS
3456991.00
41877.00
107.00
25.07
38.78
68.22
A
USGS
3456991.00
41878.00
103.00
25.56
39.54
63.46
A
USGS
3456991.00
41879.00
101.00
24.55
37.98
63.02
A
USGS
3456991.00
41880.00
99.30
25.38
39.26
60.04
A
USGS
3456991.00
41881.00
95.30
25.07
38.78
56.52
A
USGS
3456991.00
41882.00
165.00
24.57
38.01
126.99
A
USGS
3456991.00
41883.00
126.00
24.53
37.95
88.05
A
USGS
3456991.00
41884.00
103.00
25.99
40.21
62.79
A
USGS
3456991.00
41885.00
97.40
26.29
40.67
56.73
A
USGS
3456991.00
41886.00
147.00
25.02
38.71
108.29
A
USGS
3456991.00
41887.00
131.00
27.30
42.23
88.77
A
USGS
3456991.00
41888.00
114.00
27.13
41.97
72.03
A
USGS
3456991.00
41889.00
145.00
25.91
40.08
104.92
A
USGS
3456991.00
41890.00
457.00
30.28
46.84
410.16
A
USGS
3456991.00
41891.00
225.00
24.63
38.10
186.90
A
USGS
3456991.00
41892.00
202.00
26.17
40.48
161.52
A
USGS
3456991.00
41893.00
164.00
25.05
38.75
125.25
A
USGS
3456991.00
41894.00
150.00
27.76
42.94
107.06
A
USGS
3456991.00
41895.00
171.00
26.95
41.69
129.31
A
USGS
3456991.00
41896.00
141.00
25.20
38.98
102.02
A
USGS
3456991.00
41897.00
142.00
26.65
41.23
100.77
A
USGS
3456991.00
41898.00
139.00
26.97
41.72
97.28
A
USGS
3456991.00
41899.00
126.00
25.96
40.16
85.84
A
USGS
3456991.00
41900.00
119.00
25.92
40.10
78.90
A
USGS
3456991.00
41901.00
115.00
24.75
38.29
76.71
A
USGS
3456991.00
41902.00
114.00
24.57
38.01
75.99
A
USGS
3456991.00
41903.00
111.00
24.70
38.21
72.79
A
USGS
3456991.00
41904.00
111.00
25.82
39.94
71.06
A
USGS
3456991.00
41905.00
104.00
24.41
37.76
66.24
A
USGS
3456991.00
41906.00
101.00
23.80
36.82
64.18
A
USGS
3456991.00
41907.00
104.00
26.49
40.98
63.02
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41908.00
104.00
24.65
38.13
65.87
A
USGS
3456991.00
41909.00
99.70
24.83
38.41
61.29
A
USGS
3456991.00
41910.00
95.30
24.66
38.15
57.15
A
USGS
3456991.00
41911.00
97.30
25.44
39.36
57.94
A
USGS
3456991.00
41912.00
104.00
24.49
37.89
66.11
A
USGS
3456991.00
41913.00
97.00
24.63
38.10
58.90
A
USGS
3456991.00
41914.00
93.00
25.91
40.08
52.92
A
USGS
3456991.00
41915.00
108.00
27.56
42.64
65.36
A
USGS
3456991.00
41916.00
152.00
27.41
42.40
109.60
A
USGS
3456991.00
41917.00
101.00
25.49
39.43
61.57
A
USGS
3456991.00
41918.00
94.50
25.63
39.65
54.85
A
USGS
3456991.00
41919.00
158.00
22.08
34.16
123.84
A
USGS
3456991.00
41920.00
158.00
21.67
33.52
124.48
A
USGS
3456991.00
41921.00
140.00
22.38
34.62
105.38
A
USGS
3456991.00
41922.00
116.00
23.24
35.95
80.05
A
USGS
3456991.00
41923.00
108.00
25.30
39.14
68.86
A
USGS
3456991.00
41924.00
107.00
28.89
44.69
62.31
A
USGS
3456991.00
41925.00
133.00
29.00
44.86
88.14
A
USGS
3456991.00
41926.00
1470.00
31.39
48.56
1421.44
A
USGS
3456991.00
41927.00
1260.00
30.62
47.37
1212.63
A
USGS
3456991.00
41928.00
517.00
28.84
44.62
472.38
A
USGS
3456991.00
41929.00
387.00
26.60
41.15
345.85
A
USGS
3456991.00
41930.00
318.00
26.52
41.03
276.97
A
USGS
3456991.00
41931.00
273.00
26.18
40.50
232.50
A
USGS
3456991.00
41932.00
245.00
26.31
40.70
204.30
A
USGS
3456991.00
41933.00
225.00
26.45
40.92
184.08
A
USGS
3456991.00
41934.00
209.00
26.52
41.03
167.97
A
USGS
3456991.00
41935.00
196.00
24.79
38.35
157.65
A
USGS
3456991.00
41936.00
185.00
25.24
39.05
145.95
A
USGS
3456991.00
41937.00
176.00
27.48
42.51
133.49
A
USGS
3456991.00
41938.00
169.00
25.36
39.23
129.77
A
USGS
3456991.00
41939.00
165.00
25.10
38.83
126.17
A
USGS
3456991.00
41940.00
158.00
27.41
42.40
115.60
A
USGS
3456991.00
41941.00
153.00
27.60
42.70
110.30
A
USGS
3456991.00
41942.00
151.00
27.10
41.92
109.08
A
USGS
3456991.00
41943.00
145.00
27.29
42.22
102.78
A
USGS
3456991.00
41944.00
151.00
28.37
43.89
107.11
A
USGS
3456991.00
41945.00
146.00
25.77
39.87
106.13
A
USGS
3456991.00
41946.00
140.00
24.58
38.03
101.97
A
USGS
3456991.00
41947.00
149.00
24.47
37.86
111.14
A
USGS
3456991.00
41948.00
147.00
26.04
40.28
106.72
A
USGS
3456991.00
41949.00
144.00
26.52
41.03
102.97
A
USGS
3456991.00
41950.00
146.00
25.23
39.03
106.97
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41951.00
135.00
26.20
40.53
94.47
A
USGS
3456991.00
41952.00
130.00
26.04
40.28
89.72
A
USGS
3456991.00
41953.00
127.00
25.78
39.88
87.12
A
USGS
3456991.00
41954.00
125.00
25.46
39.39
85.61
A
USGS
3456991.00
41955.00
123.00
24.16
37.38
85.62
A
USGS
3456991.00
41956.00
122.00
26.56
41.09
80.91
A
USGS
3456991.00
41957.00
117.00
25.58
39.57
77.43
A
USGS
3456991.00
41958.00
114.00
27.27
42.19
71.81
A
USGS
3456991.00
41959.00
114.00
27.00
41.77
72.23
A
USGS
3456991.00
41960.00
343.00
28.58
44.21
298.79
A
USGS
3456991.00
41961.00
232.00
26.75
41.38
190.62
A
USGS
3456991.00
41962.00
164.00
25.89
40.05
123.95
A
USGS
3456991.00
41963.00
162.00
26.67
41.26
120.74
A
USGS
3456991.00
41964.00
154.00
26.06
40.31
113.69
A
USGS
3456991.00
41965.00
146.00
25.47
39.40
106.60
A
USGS
3456991.00
41966.00
285.00
27.53
42.59
242.41
A
USGS
3456991.00
41967.00
744.00
28.55
44.17
699.83
A
USGS
3456991.00
41968.00
351.00
27.29
42.22
308.78
A
USGS
3456991.00
41969.00
320.00
27.33
42.28
277.72
A
USGS
3456991.00
41970.00
282.00
26.54
41.06
240.94
A
USGS
3456991.00
41971.00
246.00
26.49
40.98
205.02
A
USGS
3456991.00
41972.00
232.00
28.57
44.20
187.80
A
USGS
3456991.00
41973.00
221.00
26.07
40.33
180.67
A
USGS
3456991.00
41974.00
209.00
26.59
41.13
167.87
A
USGS
3456991.00
41975.00
201.00
28.64
44.31
156.69
A
USGS
3456991.00
41976.00
192.00
28.26
43.72
148.28
A
USGS
3456991.00
41977.00
185.00
28.97
44.82
140.18
A
USGS
3456991.00
41978.00
184.00
29.29
45.31
138.69
A
USGS
3456991.00
41979.00
202.00
28.66
44.34
157.66
A
USGS
3456991.00
41980.00
204.00
27.49
42.53
161.47
A
USGS
3456991.00
41981.00
181.00
27.43
42.43
138.57
A
USGS
3456991.00
41982.00
174.00
26.73
41.35
132.65
A
USGS
3456991.00
41983.00
171.00
26.46
40.93
130.07
A
USGS
3456991.00
41984.00
163.00
26.42
40.87
122.13
A
USGS
3456991.00
41985.00
158.00
25.31
39.15
118.85
A
USGS
3456991.00
41986.00
156.00
26.13
40.42
115.58
A
USGS
3456991.00
41987.00
154.00
26.13
40.42
113.58
A
USGS
3456991.00
41988.00
150.00
27.29
42.22
107.78
A
USGS
3456991.00
41989.00
158.00
26.62
41.18
116.82
A
USGS
3456991.00
41990.00
154.00
25.88
40.04
113.96
A
USGS
3456991.00
41991.00
147.00
26.38
40.81
106.19
A
USGS
3456991.00
41992.00
145.00
26.89
41.60
103.40
A
USGS
3456991.00
41993.00
142.00
27.88
43.13
98.87
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
41994.00
142.00
27.64
42.76
99.24
A
USGS
3456991.00
41995.00
140.00
28.20
43.63
96.37
A
USGS
3456991.00
41996.00
180.00
29.71
45.96
134.04
A
USGS
3456991.00
41997.00
928.00
31.49
48.72
879.28
A
USGS
3456991.00
41998.00
472.00
26.74
41.37
430.63
A
USGS
3456991.00
41999.00
355.00
27.01
41.78
313.22
A
USGS
3456991.00
42000.00
309.00
27.38
42.36
266.64
A
USGS
3456991.00
42001.00
285.00
27.55
42.62
242.38
A
USGS
3456991.00
42002.00
322.00
29.50
45.64
276.36
A
USGS
3456991.00
42003.00
285.00
28.94
44.77
240.23
A
USGS
3456991.00
42004.00
255.00
28.68
44.37
210.63
A
USGS
3456991.00
42005.00
242.00
28.95
44.79
197.21
A
USGS
3456991.00
42006.00
231.00
28.70
44.40
186.60
A
USGS
3456991.00
42007.00
280.00
28.84
44.62
235.38
A
USGS
3456991.00
42008.00
1070.00
30.01
46.43
1023.57
A
USGS
3456991.00
42009.00
659.00
27.97
43.27
615.73
A
USGS
3456991.00
42010.00
519.00
27.27
42.19
476.81
A
USGS
3456991.00
42011.00
447.00
26.35
40.76
406.24
A
USGS
3456991.00
42012.00
372.00
27.52
42.57
329.43
A
USGS
3456991.00
42013.00
359.00
27.08
41.89
317.11
A
USGS
3456991.00
42014.00
322.00
27.22
42.11
279.89
A
USGS
3456991.00
42015.00
304.00
28.91
44.72
259.28
A
USGS
3456991.00
42016.00
338.00
28.64
44.31
293.69
A
USGS
3456991.00
42017.00
331.00
28.36
43.87
287.13
A
USGS
3456991.00
42018.00
286.00
25.30
39.14
246.86
A
USGS
3456991.00
42019.00
266.00
27.60
42.70
223.30
A
USGS
3456991.00
42020.00
254.00
26.73
41.35
212.65
A
USGS
3456991.00
42021.00
242.00
26.93
41.66
200.34
A
USGS
3456991.00
42022.00
231.00
28.01
43.33
187.67
A
USGS
3456991.00
42023.00
222.00
26.90
41.61
180.39
A
USGS
3456991.00
42024.00
216.00
26.65
41.23
174.77
A
USGS
3456991.00
42025.00
207.00
27.53
42.59
164.41
A
USGS
3456991.00
42026.00
202.00
25.99
40.21
161.79
A
USGS
3456991.00
42027.00
231.00
28.86
44.65
186.35
A
USGS
3456991.00
42028.00
346.00
27.81
43.02
302.98
A
USGS
3456991.00
42029.00
252.00
27.05
41.85
210.15
A
USGS
3456991.00
42030.00
236.00
26.69
41.29
194.71
A
USGS
3456991.00
42031.00
221.00
27.50
42.54
178.46
A
USGS
3456991.00
42032.00
208.00
27.23
42.12
165.88
A
USGS
3456991.00
42033.00
207.00
27.20
42.08
164.92
A
USGS
3456991.00
42034.00
203.00
26.26
40.62
162.38
A
USGS
3456991.00
42035.00
189.00
25.69
39.74
149.26
A
USGS
3456991.00
42036.00
199.00
27.55
42.62
156.38
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42037.00
479.00
28.04
43.38
435.62
A
USGS
3456991.00
42038.00
319.00
27.68
42.82
276.18
A
USGS
3456991.00
42039.00
288.00
29.16
45.11
242.89
A
USGS
3456991.00
42040.00
267.00
28.84
44.62
222.38
A
USGS
3456991.00
42041.00
240.00
26.07
40.33
199.67
A
USGS
3456991.00
42042.00
240.00
26.40
40.84
199.16
A
USGS
3456991.00
42043.00
232.00
27.15
42.00
190.00
A
USGS
3456991.00
42044.00
244.00
29.27
45.28
198.72
A
USGS
3456991.00
42045.00
290.00
27.20
42.08
247.92
A
USGS
3456991.00
42046.00
243.00
23.15
35.81
207.19
A
USGS
3456991.00
42047.00
231.00
24.97
38.63
192.37
A
USGS
3456991.00
42048.00
210.00
26.54
41.06
168.94
A
USGS
3456991.00
42049.00
211.00
26.44
40.90
170.10
A
USGS
3456991.00
42050.00
190.00
27.31
42.25
147.75
A
USGS
3456991.00
42051.00
212.00
28.07
43.42
168.58
A
USGS
3456991.00
42052.00
396.00
27.05
41.85
354.15
A
USGS
3456991.00
42053.00
281.00
26.67
41.26
239.74
A
USGS
3456991.00
42054.00
226.00
25.93
40.11
185.89
A
USGS
3456991.00
42055.00
264.00
25.78
39.88
224.12
A
USGS
3456991.00
42056.00
263.00
26.03
40.27
222.73
A
USGS
3456991.00
42057.00
328.00
27.60
42.70
285.30
A
USGS
3456991.00
42058.00
343.00
27.48
42.51
300.49
A
USGS
3456991.00
42059.00
315.00
26.00
40.22
274.78
A
USGS
3456991.00
42060.00
286.00
26.48
40.96
245.04
A
USGS
3456991.00
42061.00
292.00
26.70
41.30
250.70
A
USGS
3456991.00
42062.00
267.00
27.51
42.56
224.44
A
USGS
3456991.00
42063.00
257.00
26.20
40.53
216.47
A
USGS
3456991.00
42064.00
265.00
26.75
41.38
223.62
A
USGS
3456991.00
42065.00
376.00
24.60
38.06
337.94
A
USGS
3456991.00
42066.00
375.00
28.63
44.29
330.71
A
USGS
3456991.00
42067.00
474.00
28.66
44.34
429.66
A
USGS
3456991.00
42068.00
537.00
28.98
44.83
492.17
A
USGS
3456991.00
42069.00
489.00
27.74
42.91
446.09
A
USGS
3456991.00
42070.00
410.00
27.39
42.37
367.63
A
USGS
3456991.00
42071.00
377.00
26.51
41.01
335.99
A
USGS
3456991.00
42072.00
363.00
27.22
42.11
320.89
A
USGS
3456991.00
42073.00
351.00
26.81
41.48
309.52
A
USGS
3456991.00
42074.00
351.00
27.88
43.13
307.87
A
USGS
3456991.00
42075.00
355.00
27.93
43.21
311.79
A
USGS
3456991.00
42076.00
326.00
27.49
42.53
283.47
A
USGS
3456991.00
42077.00
428.00
27.60
42.70
385.30
A
USGS
3456991.00
42078.00
396.00
26.82
41.49
354.51
A
USGS
3456991.00
42079.00
344.00
26.37
40.79
303.21
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42080.00
326.00
26.19
40.52
285.48
A
USGS
3456991.00
42081.00
307.00
26.06
40.31
266.69
A
USGS
3456991.00
42082.00
307.00
25.48
39.42
267.58
A
USGS
3456991.00
42083.00
323.00
30.16
46.66
276.34
A
USGS
3456991.00
42084.00
285.00
27.24
42.14
242.86
A
USGS
3456991.00
42085.00
269.00
26.83
41.51
227.49
A
USGS
3456991.00
42086.00
289.00
25.84
39.97
249.03
A
USGS
3456991.00
42087.00
259.00
25.73
39.80
219.20
A
USGS
3456991.00
42088.00
251.00
27.20
42.08
208.92
A
USGS
3456991.00
42089.00
251.00
26.94
41.68
209.32
A
USGS
3456991.00
42090.00
258.00
25.87
40.02
217.98
A
USGS
3456991.00
42091.00
240.00
25.83
39.96
200.04
A
USGS
3456991.00
42092.00
224.00
25.87
40.02
183.98
A
USGS
3456991.00
42093.00
257.00
26.47
40.95
216.05
A
USGS
3456991.00
42094.00
247.00
27.09
41.91
205.09
A
USGS
3456991.00
42095.00
224.00
27.78
42.98
181.02
A
USGS
3456991.00
42096.00
220.00
29.07
44.97
175.03
A
USGS
3456991.00
42097.00
226.00
24.84
38.43
187.57
A
USGS
3456991.00
42098.00
307.00
28.76
44.49
262.51
A
USGS
3456991.00
42099.00
244.00
27.54
42.60
201.40
A
USGS
3456991.00
42100.00
233.00
27.11
41.94
191.06
A
USGS
3456991.00
42101.00
462.00
30.01
46.43
415.57
A
USGS
3456991.00
42102.00
360.00
28.25
43.70
316.30
A
USGS
3456991.00
42103.00
311.00
29.19
45.16
265.84
A
USGS
3456991.00
42104.00
296.00
30.10
46.56
249.44
A
USGS
3456991.00
42105.00
280.00
28.95
44.79
235.21
A
USGS
3456991.00
42106.00
258.00
31.22
48.30
209.70
A
USGS
3456991.00
42107.00
253.00
32.15
49.74
203.26
A
USGS
3456991.00
42108.00
547.00
31.76
49.13
497.87
A
USGS
3456991.00
42109.00
535.00
32.27
49.92
485.08
A
USGS
3456991.00
42110.00
602.00
31.87
49.30
552.70
A
USGS
3456991.00
42111.00
516.00
29.02
44.89
471.11
A
USGS
3456991.00
42112.00
609.00
28.63
44.29
564.71
A
USGS
3456991.00
42113.00
2130.00
30.73
47.54
2082.46
A
USGS
3456991.00
42114.00
2080.00
29.70
45.95
2034.05
A
USGS
3456991.00
42115.00
1160.00
28.21
43.64
1116.36
A
USGS
3456991.00
42116.00
877.00
27.65
42.77
834.23
A
USGS
3456991.00
42117.00
732.00
26.47
40.95
691.05
A
USGS
3456991.00
42118.00
628.00
27.02
41.80
586.20
A
USGS
3456991.00
42119.00
571.00
27.11
41.94
529.06
A
USGS
3456991.00
42120.00
528.00
27.11
41.94
486.06
A
USGS
3456991.00
42121.00
470.00
27.70
42.85
427.15
A
USGS
3456991.00
42122.00
427.00
26.11
40.39
386.61
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42123.00
401.00
26.35
40.76
360.24
A
USGS
3456991.00
42124.00
375.00
25.88
40.04
334.96
A
USGS
3456991.00
42125.00
360.00
25.43
39.34
320.66
A
USGS
3456991.00
42126.00
335.00
24.97
38.63
296.37
A
USGS
3456991.00
42127.00
315.00
25.35
39.22
275.78
A
USGS
3456991.00
42128.00
296.00
23.94
37.04
258.96
A
USGS
3456991.00
42129.00
283.00
25.05
38.75
244.25
A
USGS
3456991.00
42130.00
269.00
24.40
37.75
231.25
A
USGS
3456991.00
42131.00
255.00
25.26
39.08
215.92
A
USGS
3456991.00
42132.00
249.00
23.19
35.87
213.13
A
USGS
3456991.00
42133.00
265.00
25.62
39.63
225.37
A
USGS
3456991.00
42134.00
235.00
26.15
40.45
194.55
A
USGS
3456991.00
42135.00
224.00
28.31
43.80
180.20
A
USGS
3456991.00
42136.00
275.00
27.44
42.45
232.55
A
USGS
3456991.00
42137.00
219.00
26.48
40.96
178.04
A
USGS
3456991.00
42138.00
204.00
27.67
42.81
161.19
A
USGS
3456991.00
42139.00
199.00
26.77
41.41
157.59
A
USGS
3456991.00
42140.00
196.00
27.14
41.99
154.01
A
USGS
3456991.00
42141.00
191.00
26.67
41.26
149.74
A
USGS
3456991.00
42142.00
202.00
26.63
41.20
160.80
A
USGS
3456991.00
42143.00
227.00
26.59
41.13
185.87
A
USGS
3456991.00
42144.00
187.00
26.29
40.67
146.33
A
USGS
3456991.00
42145.00
175.00
24.56
37.99
137.01
A
USGS
3456991.00
42146.00
163.00
25.69
39.74
123.26
A
USGS
3456991.00
42147.00
159.00
25.63
39.65
119.35
A
USGS
3456991.00
42148.00
152.00
26.19
40.52
111.48
A
USGS
3456991.00
42149.00
149.00
25.59
39.59
109.41
A
USGS
3456991.00
42150.00
237.00
27.42
42.42
194.58
A
USGS
3456991.00
42151.00
223.00
27.36
42.33
180.67
A
USGS
3456991.00
42152.00
206.00
26.95
41.69
164.31
A
USGS
3456991.00
42153.00
172.00
26.26
40.62
131.38
A
USGS
3456991.00
42154.00
162.00
26.68
41.27
120.73
A
USGS
3456991.00
42155.00
157.00
28.19
43.61
113.39
A
USGS
3456991.00
42156.00
214.00
28.81
44.57
169.43
A
USGS
3456991.00
42157.00
187.00
29.07
44.97
142.03
A
USGS
3456991.00
42158.00
221.00
27.15
42.00
179.00
A
USGS
3456991.00
42159.00
200.00
28.34
43.84
156.16
A
USGS
3456991.00
42160.00
173.00
27.85
43.08
129.92
A
USGS
3456991.00
42161.00
161.00
27.06
41.86
119.14
A
USGS
3456991.00
42162.00
150.00
26.64
41.21
108.79
A
USGS
3456991.00
42163.00
155.00
28.77
44.51
110.49
A
USGS
3456991.00
42164.00
267.00
28.62
44.28
222.72
A
USGS
3456991.00
42165.00
185.00
28.14
43.53
141.47
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42166.00
162.00
28.56
44.18
117.82
A
USGS
3456991.00
42167.00
179.00
28.31
43.80
135.20
A
USGS
3456991.00
42168.00
182.00
27.51
42.56
139.44
A
USGS
3456991.00
42169.00
159.00
27.93
43.21
115.79
A
USGS
3456991.00
42170.00
186.00
28.05
43.39
142.61
A
USGS
3456991.00
42171.00
145.00
28.39
43.92
101.08
A
USGS
3456991.00
42172.00
134.00
28.00
43.32
90.68
A
USGS
3456991.00
42173.00
163.00
29.21
45.19
117.81
A
USGS
3456991.00
42174.00
135.00
26.94
41.68
93.32
A
USGS
3456991.00
42175.00
146.00
28.22
43.66
102.34
A
USGS
3456991.00
42176.00
128.00
28.12
43.50
84.50
A
USGS
3456991.00
42177.00
119.00
27.88
43.13
75.87
A
USGS
3456991.00
42178.00
113.00
27.24
42.14
70.86
A
USGS
3456991.00
42179.00
108.00
29.58
45.76
62.24
A
USGS
3456991.00
42180.00
110.00
27.01
41.78
68.22
A
USGS
3456991.00
42181.00
103.00
27.89
43.15
59.85
A
USGS
3456991.00
42182.00
104.00
28.57
44.20
59.80
A
USGS
3456991.00
42183.00
108.00
27.38
42.36
65.64
A
USGS
3456991.00
42184.00
97.50
28.89
44.69
52.81
A
USGS
3456991.00
42185.00
95.50
28.26
43.72
51.78
A
USGS
3456991.00
42186.00
96.50
29.70
45.95
50.55
A
USGS
3456991.00
42187.00
100.00
29.18
45.14
54.86
A
USGS
3456991.00
42188.00
109.00
28.26
43.72
65.28
A
USGS
3456991.00
42189.00
149.00
28.74
44.46
104.54
A
USGS
3456991.00
42190.00
154.00
27.79
42.99
111.01
A
USGS
3456991.00
42191.00
123.00
26.49
40.98
82.02
A
USGS
3456991.00
42192.00
106.00
28.46
44.03
61.97
A
USGS
3456991.00
42193.00
95.50
27.65
42.77
52.73
A
USGS
3456991.00
42194.00
89.20
27.45
42.47
46.73
A
USGS
3456991.00
42195.00
83.30
28.04
43.38
39.92
A
USGS
3456991.00
42196.00
80.50
27.48
42.51
37.99
A
USGS
3456991.00
42197.00
80.20
26.15
40.45
39.75
A
USGS
3456991.00
42198.00
78.40
28.87
44.66
33.74
A
USGS
3456991.00
42199.00
93.90
30.00
46.41
47.49
A
USGS
3456991.00
42200.00
138.00
28.56
44.18
93.82
A
USGS
3456991.00
42201.00
101.00
27.68
42.82
58.18
A
USGS
3456991.00
42202.00
84.20
27.85
43.08
41.12
A
USGS
3456991.00
42203.00
85.50
28.30
43.78
41.72
A
USGS
3456991.00
42204.00
98.70
27.08
41.89
56.81
A
USGS
3456991.00
42205.00
86.10
27.87
43.11
42.99
A
USGS
3456991.00
42206.00
83.70
28.27
43.73
39.97
A
USGS
3456991.00
42207.00
76.80
27.76
42.94
33.86
A
USGS
3456991.00
42208.00
76.60
27.81
43.02
33.58
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42209.00
88.60
28.49
44.07
44.53
A
USGS
3456991.00
42210.00
87.10
28.37
43.89
43.21
A
USGS
3456991.00
42211.00
90.20
28.86
44.65
45.55
A
USGS
3456991.00
42212.00
108.00
28.85
44.63
63.37
A
USGS
3456991.00
42213.00
99.60
29.69
45.93
53.67
A
USGS
3456991.00
42214.00
89.00
32.16
49.75
39.25
A
USGS
3456991.00
42215.00
81.80
32.02
49.53
32.27
A
USGS
3456991.00
42216.00
73.90
31.08
48.08
25.82
A
USGS
3456991.00
42217.00
68.70
31.11
48.13
20.57
A
USGS
3456991.00
42218.00
65.40
28.82
44.58
20.82
A
USGS
3456991.00
42219.00
63.50
31.23
48.31
15.19
A
USGS
3456991.00
42220.00
65.40
29.27
45.28
20.12
A
USGS
3456991.00
42221.00
62.70
28.01
43.33
19.37
A
USGS
3456991.00
42222.00
66.40
26.67
41.26
25.14
A
USGS
3456991.00
42223.00
69.70
27.15
42.00
27.70
A
USGS
3456991.00
42224.00
70.20
28.07
43.42
26.78
A
USGS
3456991.00
42225.00
64.10
29.25
45.25
18.85
A
USGS
3456991.00
42226.00
61.70
23.78
36.79
24.91
A
USGS
3456991.00
42227.00
65.70
26.81
41.48
24.22
A
USGS
3456991.00
42228.00
82.80
26.84
41.52
41.28
A
USGS
3456991.00
42229.00
60.10
27.03
41.82
18.28
A
USGS
3456991.00
42230.00
67.60
28.51
44.10
23.50
A
USGS
3456991.00
42231.00
85.60
27.54
42.60
43.00
A
USGS
3456991.00
42232.00
68.70
26.95
41.69
27.01
A
USGS
3456991.00
42233.00
65.50
26.63
41.20
24.30
A
USGS
3456991.00
42234.00
71.10
27.54
42.60
28.50
A
USGS
3456991.00
42235.00
81.10
27.19
42.06
39.04
A
USGS
3456991.00
42236.00
86.10
26.82
41.49
44.61
A
USGS
3456991.00
42237.00
73.90
26.56
41.09
32.81
A
USGS
3456991.00
42238.00
64.60
26.59
41.13
23.47
A
USGS
3456991.00
42239.00
84.60
26.72
41.34
43.26
A
USGS
3456991.00
42240.00
92.30
26.08
40.35
51.95
A
USGS
3456991.00
42241.00
70.70
26.83
41.51
29.19
A
USGS
3456991.00
42242.00
61.80
25.97
40.18
21.62
A
USGS
3456991.00
42243.00
61.00
27.45
42.47
18.53
A
USGS
3456991.00
42244.00
58.10
27.33
42.28
15.82
A
USGS
3456991.00
42245.00
62.10
26.47
40.95
21.15
A
USGS
3456991.00
42246.00
62.10
27.70
42.85
19.25
A
USGS
3456991.00
42247.00
65.40
27.27
42.19
23.21
A
USGS
3456991.00
42248.00
63.40
28.58
44.21
19.19
A
USGS
3456991.00
42249.00
62.10
27.82
43.04
19.06
A
USGS
3456991.00
42250.00
66.10
28.00
43.32
22.78
A
USGS
3456991.00
42251.00
79.10
28.69
44.38
34.72
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42252.00
78.60
28.95
44.79
33.81
A
USGS
3456991.00
42253.00
65.70
29.18
45.14
20.56
A
USGS
3456991.00
42254.00
65.20
27.06
41.86
23.34
A
USGS
3456991.00
42255.00
64.00
28.64
44.31
19.69
A
USGS
3456991.00
42256.00
67.50
30.85
47.72
19.78
A
USGS
3456991.00
42257.00
69.80
27.98
43.29
26.51
A
USGS
3456991.00
42258.00
66.70
26.49
40.98
25.72
A
USGS
3456991.00
42259.00
64.60
26.41
40.86
23.74
A
USGS
3456991.00
42260.00
63.90
25.82
39.94
23.96
A
USGS
3456991.00
42261.00
62.10
27.40
42.39
19.71
A
USGS
3456991.00
42262.00
61.80
28.03
43.36
18.44
A
USGS
3456991.00
42263.00
59.70
27.57
42.65
17.05
A
USGS
3456991.00
42264.00
61.20
27.57
42.65
18.55
A
USGS
3456991.00
42265.00
60.40
26.94
41.68
18.72
A
USGS
3456991.00
42266.00
58.40
26.43
40.89
17.51
A
USGS
3456991.00
42267.00
58.30
26.80
41.46
16.84
A
USGS
3456991.00
42268.00
58.80
27.54
42.60
16.20
A
USGS
3456991.00
42269.00
53.60
22.99
35.57
18.03
A
USGS
3456991.00
42270.00
50.60
21.86
33.82
16.78
A
USGS
3456991.00
42271.00
48.00
21.84
33.79
14.21
A
USGS
3456991.00
42272.00
177.00
28.17
43.58
133.42
A
USGS
3456991.00
42273.00
344.00
28.20
43.63
300.37
A
USGS
3456991.00
42274.00
465.00
27.62
42.73
422.27
A
USGS
3456991.00
42275.00
339.00
30.01
46.43
292.57
A
USGS
3456991.00
42276.00
900.00
32.24
49.88
850.12
A
USGS
3456991.00
42277.00
580.00
29.51
45.65
534.35
A
USGS
3456991.00
42278.00
431.00
29.23
45.22
385.78
A
USGS
3456991.00
42279.00
806.00
34.45
53.29
752.71
A
USGS
3456991.00
42280.00
2470.00
33.48
51.79
2418.21
A
USGS
3456991.00
42281.00
2830.00
27.81
43.02
2786.98
A
USGS
3456991.00
42282.00
1280.00
27.97
43.27
1236.73
A
USGS
3456991.00
42283.00
824.00
27.68
42.82
781.18
A
USGS
3456991.00
42284.00
616.00
28.72
44.43
571.57
A
USGS
3456991.00
42285.00
498.00
26.94
41.68
456.32
A
USGS
3456991.00
42286.00
421.00
28.49
44.07
376.93
A
USGS
3456991.00
42287.00
597.00
30.69
47.48
549.52
A
USGS
3456991.00
42288.00
754.00
29.04
44.92
709.08
A
USGS
3456991.00
42289.00
540.00
27.06
41.86
498.14
A
USGS
3456991.00
42290.00
493.00
25.94
40.13
452.87
A
USGS
3456991.00
42291.00
413.00
25.89
40.05
372.95
A
USGS
3456991.00
42292.00
364.00
25.81
39.93
324.07
A
USGS
3456991.00
42293.00
330.00
26.62
41.18
288.82
A
USGS
3456991.00
42294.00
300.00
26.03
40.27
259.73
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42295.00
275.00
26.12
40.41
234.59
A
USGS
3456991.00
42296.00
255.00
27.55
42.62
212.38
A
USGS
3456991.00
42297.00
242.00
26.85
41.54
200.46
A
USGS
3456991.00
42298.00
229.00
26.21
40.55
188.45
A
USGS
3456991.00
42299.00
216.00
27.71
42.87
173.13
A
USGS
3456991.00
42300.00
208.00
27.40
42.39
165.61
A
USGS
3456991.00
42301.00
199.00
28.16
43.56
155.44
A
USGS
3456991.00
42302.00
194.00
27.94
43.22
150.78
A
USGS
3456991.00
42303.00
202.00
28.06
43.41
158.59
A
USGS
3456991.00
42304.00
374.00
28.51
44.10
329.90
A
USGS
3456991.00
42305.00
1350.00
28.78
44.52
1305.48
A
USGS
3456991.00
42306.00
734.00
28.80
44.55
689.45
A
USGS
3456991.00
42307.00
528.00
27.19
42.06
485.94
A
USGS
3456991.00
42308.00
443.00
28.50
44.09
398.91
A
USGS
3456991.00
42309.00
405.00
28.57
44.20
360.80
A
USGS
3456991.00
42310.00
998.00
31.03
48.00
950.00
A
USGS
3456991.00
42311.00
856.00
29.16
45.11
810.89
A
USGS
3456991.00
42312.00
668.00
28.77
44.51
623.49
A
USGS
3456991.00
42313.00
574.00
29.15
45.10
528.90
A
USGS
3456991.00
42314.00
525.00
27.64
42.76
482.24
A
USGS
3456991.00
42315.00
525.00
28.70
44.40
480.60
A
USGS
3456991.00
42316.00
469.00
28.57
44.20
424.80
A
USGS
3456991.00
42317.00
1900.00
32.08
49.63
1850.37
A
USGS
3456991.00
42318.00
1220.00
27.95
43.24
1176.76
A
USGS
3456991.00
42319.00
870.00
27.22
42.11
827.89
A
USGS
3456991.00
42320.00
727.00
27.23
42.12
684.88
A
USGS
3456991.00
42321.00
623.00
26.96
41.71
581.29
A
USGS
3456991.00
42322.00
547.00
25.92
40.10
506.90
A
USGS
3456991.00
42323.00
494.00
26.90
41.61
452.39
A
USGS
3456991.00
42324.00
450.00
27.18
42.05
407.95
A
USGS
3456991.00
42325.00
415.00
26.35
40.76
374.24
A
USGS
3456991.00
42326.00
1800.00
29.79
46.09
1753.91
A
USGS
3456991.00
42327.00
2960.00
29.66
45.88
2914.12
A
USGS
3456991.00
42328.00
1190.00
28.06
43.41
1146.59
A
USGS
3456991.00
42329.00
932.00
27.10
41.92
890.08
A
USGS
3456991.00
42330.00
786.00
27.97
43.27
742.73
A
USGS
3456991.00
42331.00
684.00
26.75
41.38
642.62
A
USGS
3456991.00
42332.00
607.00
26.14
40.44
566.56
A
USGS
3456991.00
42333.00
549.00
27.26
42.17
506.83
A
USGS
3456991.00
42334.00
504.00
27.04
41.83
462.17
A
USGS
3456991.00
42335.00
468.00
27.47
42.50
425.50
A
USGS
3456991.00
42336.00
435.00
27.17
42.03
392.97
A
USGS
3456991.00
42337.00
418.00
27.86
43.10
374.90
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42338.00
695.00
31.94
49.41
645.59
A
USGS
3456991.00
42339.00
728.00
31.71
49.06
678.94
A
USGS
3456991.00
42340.00
2310.00
33.63
52.03
2257.97
A
USGS
3456991.00
42341.00
1160.00
29.47
45.59
1114.41
A
USGS
3456991.00
42342.00
878.00
28.59
44.23
833.77
A
USGS
3456991.00
42343.00
749.00
27.88
43.13
705.87
A
USGS
3456991.00
42344.00
667.00
27.45
42.47
624.53
A
USGS
3456991.00
42345.00
607.00
27.87
43.11
563.89
A
USGS
3456991.00
42346.00
552.00
28.06
43.41
508.59
A
USGS
3456991.00
42347.00
511.00
27.35
42.31
468.69
A
USGS
3456991.00
42348.00
478.00
27.64
42.76
435.24
A
USGS
3456991.00
42349.00
447.00
27.49
42.53
404.47
A
USGS
3456991.00
42350.00
417.00
28.28
43.75
373.25
A
USGS
3456991.00
42351.00
393.00
28.41
43.95
349.05
A
USGS
3456991.00
42352.00
521.00
27.74
42.91
478.09
A
USGS
3456991.00
42353.00
483.00
26.45
40.92
442.08
A
USGS
3456991.00
42354.00
405.00
27.16
42.02
362.98
A
USGS
3456991.00
42355.00
478.00
28.05
43.39
434.61
A
USGS
3456991.00
42356.00
448.00
26.91
41.63
406.37
A
USGS
3456991.00
42357.00
388.00
27.16
42.02
345.98
A
USGS
3456991.00
42358.00
369.00
27.26
42.17
326.83
A
USGS
3456991.00
42359.00
363.00
27.75
42.93
320.07
A
USGS
3456991.00
42360.00
491.00
27.22
42.11
448.89
A
USGS
3456991.00
42361.00
515.00
28.45
44.01
470.99
A
USGS
3456991.00
42362.00
4280.00
34.02
52.63
4227.37
A
USGS
3456991.00
42363.00
2620.00
31.46
48.67
2571.33
A
USGS
3456991.00
42364.00
1880.00
29.30
45.33
1834.67
A
USGS
3456991.00
42365.00
1560.00
27.35
42.31
1517.69
A
USGS
3456991.00
42366.00
1610.00
29.69
45.93
1564.07
A
USGS
3456991.00
42367.00
4810.00
30.78
47.62
4762.38
A
USGS
3456991.00
42368.00
2190.00
30.64
47.40
2142.60
A
USGS
3456991.00
42369.00
1720.00
27.95
43.24
1676.76
A
USGS
3456991.00
42370.00
1360.00
27.64
42.76
1317.24
A
USGS
3456991.00
42371.00
1140.00
28.85
44.63
1095.37
A
USGS
3456991.00
42372.00
993.00
28.65
44.32
948.68
A
USGS
3456991.00
42373.00
874.00
28.37
43.89
830.11
A
USGS
3456991.00
42374.00
775.00
30.13
46.61
728.39
A
USGS
3456991.00
42375.00
709.00
28.39
43.92
665.08
A
USGS
3456991.00
42376.00
663.00
29.38
45.45
617.55
A
USGS
3456991.00
42377.00
630.00
28.71
44.41
585.59
A
USGS
3456991.00
42378.00
583.00
28.45
44.01
538.99
A
USGS
3456991.00
42379.00
649.00
29.80
46.10
602.90
A
USGS
3456991.00
42380.00
542.00
29.14
45.08
496.92
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42381.00
506.00
27.88
43.13
462.87
A
USGS
3456991.00
42382.00
476.00
28.74
44.46
431.54
A
USGS
3456991.00
42383.00
455.00
28.28
43.75
411.25
A
USGS
3456991.00
42384.00
632.00
31.23
48.31
583.69
A
USGS
3456991.00
42385.00
672.00
28.76
44.49
627.51
A
USGS
3456991.00
42386.00
550.00
28.61
44.26
505.74
A
USGS
3456991.00
42387.00
500.00
29.13
45.06
454.94
A
USGS
3456991.00
42388.00
454.00
28.24
43.69
410.31
A
USGS
3456991.00
42389.00
453.00
28.47
44.04
408.96
A
USGS
3456991.00
42390.00
433.00
29.29
45.31
387.69
A
USGS
3456991.00
42391.00
469.00
29.36
45.42
423.58
A
USGS
3456991.00
42392.00
417.00
27.59
42.68
374.32
A
USGS
3456991.00
42393.00
385.00
29.86
46.19
338.81
A
USGS
3456991.00
42394.00
383.00
29.84
46.16
336.84
A
USGS
3456991.00
42395.00
400.00
29.47
45.59
354.41
A
USGS
3456991.00
42396.00
483.00
29.83
46.15
436.85
A
USGS
3456991.00
42397.00
439.00
27.72
42.88
396.12
A
USGS
3456991.00
42398.00
413.00
26.80
41.46
371.54
A
USGS
3456991.00
42399.00
393.00
25.68
39.73
353.27
A
USGS
3456991.00
42400.00
392.00
25.94
40.13
351.87
A
USGS
3456991.00
42401.00
432.00
27.19
42.06
389.94
A
USGS
3456991.00
42402.00
475.00
27.24
42.14
432.86
A
USGS
3456991.00
42403.00
2520.00
29.24
45.23
2474.77
A
USGS
3456991.00
42404.00
1290.00
27.36
42.33
1247.67
A
USGS
3456991.00
42405.00
914.00
26.87
41.57
872.43
A
USGS
3456991.00
42406.00
763.00
26.46
40.93
722.07
A
USGS
3456991.00
42407.00
678.00
26.23
40.58
637.42
A
USGS
3456991.00
42408.00
619.00
26.02
40.25
578.75
A
USGS
3456991.00
42409.00
565.00
27.47
42.50
522.50
A
USGS
3456991.00
42410.00
515.00
25.67
39.71
475.29
A
USGS
3456991.00
42411.00
486.00
26.41
40.86
445.14
A
USGS
3456991.00
42412.00
466.00
27.31
42.25
423.75
A
USGS
3456991.00
42413.00
433.00
26.97
41.72
391.28
A
USGS
3456991.00
42414.00
407.00
27.62
42.73
364.27
A
USGS
3456991.00
42415.00
405.00
28.79
44.54
360.46
A
USGS
3456991.00
42416.00
746.00
29.50
45.64
700.36
A
USGS
3456991.00
42417.00
522.00
29.13
45.06
476.94
A
USGS
3456991.00
42418.00
476.00
26.20
40.53
435.47
A
USGS
3456991.00
42419.00
453.00
25.71
39.77
413.23
A
USGS
3456991.00
42420.00
434.00
26.93
41.66
392.34
A
USGS
3456991.00
42421.00
439.00
26.63
41.20
397.80
A
USGS
3456991.00
42422.00
448.00
27.50
42.54
405.46
A
USGS
3456991.00
42423.00
742.00
28.73
44.45
697.55
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42424.00
3350.00
29.90
46.26
3303.74
A:e
USGS
3456991.00
42425.00
1630.00
27.69
42.84
1587.16
A
USGS
3456991.00
42426.00
1130.00
26.37
40.79
1089.21
A
USGS
3456991.00
42427.00
924.00
26.26
40.62
883.38
A
USGS
3456991.00
42428.00
794.00
25.63
39.65
754.35
A
USGS
3456991.00
42429.00
705.00
25.24
39.05
665.95
A
USGS
3456991.00
42430.00
649.00
27.48
42.51
606.49
A
USGS
3456991.00
42431.00
704.00
26.87
41.57
662.43
A
USGS
3456991.00
42432.00
579.00
27.15
42.00
537.00
A
USGS
3456991.00
42433.00
542.00
24.14
37.34
504.66
A
USGS
3456991.00
42434.00
508.00
25.46
39.39
468.61
A
USGS
3456991.00
42435.00
481.00
25.87
40.02
440.98
A
USGS
3456991.00
42436.00
452.00
26.57
41.10
410.90
A
USGS
3456991.00
42437.00
428.00
27.24
42.14
385.86
A
USGS
3456991.00
42438.00
408.00
27.00
41.77
366.23
A
USGS
3456991.00
42439.00
390.00
26.54
41.06
348.94
A
USGS
3456991.00
42440.00
374.00
26.21
40.55
333.45
A
USGS
3456991.00
42441.00
363.00
25.84
39.97
323.03
A
USGS
3456991.00
42442.00
423.00
26.34
40.75
382.25
A
USGS
3456991.00
42443.00
401.00
25.79
39.90
361.10
A
USGS
3456991.00
42444.00
373.00
25.03
38.72
334.28
A
USGS
3456991.00
42445.00
349.00
25.12
38.86
310.14
A
USGS
3456991.00
42446.00
330.00
26.46
40.93
289.07
A
USGS
3456991.00
42447.00
318.00
25.12
38.86
279.14
A
USGS
3456991.00
42448.00
309.00
26.87
41.57
267.43
A
USGS
3456991.00
42449.00
302.00
27.00
41.77
260.23
A
USGS
3456991.00
42450.00
299.00
26.18
40.50
258.50
A
USGS
3456991.00
42451.00
285.00
26.13
40.42
244.58
A
USGS
3456991.00
42452.00
276.00
24.99
38.66
237.34
A
USGS
3456991.00
42453.00
268.00
26.37
40.79
227.21
A
USGS
3456991.00
42454.00
274.00
26.21
40.55
233.45
A
USGS
3456991.00
42455.00
257.00
25.68
39.73
217.27
A
USGS
3456991.00
42456.00
252.00
26.48
40.96
211.04
A
USGS
3456991.00
42457.00
257.00
25.10
38.83
218.17
A
USGS
3456991.00
42458.00
239.00
25.71
39.77
199.23
A
USGS
3456991.00
42459.00
232.00
26.95
41.69
190.31
A
USGS
3456991.00
42460.00
236.00
26.38
40.81
195.19
A
USGS
3456991.00
42461.00
511.00
26.09
40.36
470.64
A
USGS
3456991.00
42462.00
336.00
25.69
39.74
296.26
A
USGS
3456991.00
42463.00
283.00
26.09
40.36
242.64
A
USGS
3456991.00
42464.00
270.00
26.99
41.75
228.25
A
USGS
3456991.00
42465.00
255.00
26.27
40.64
214.36
A
USGS
3456991.00
42466.00
246.00
28.74
44.46
201.54
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42467.00
308.00
30.18
46.69
261.31
A
USGS
3456991.00
42468.00
264.00
28.99
44.85
219.15
A
USGS
3456991.00
42469.00
245.00
27.00
41.77
203.23
A
USGS
3456991.00
42470.00
235.00
28.07
43.42
191.58
A
USGS
3456991.00
42471.00
232.00
25.18
38.95
193.05
A
USGS
3456991.00
42472.00
234.00
22.28
34.47
199.53
A
USGS
3456991.00
42473.00
229.00
21.51
33.28
195.72
A
USGS
3456991.00
42474.00
220.00
22.90
35.43
184.57
A
USGS
3456991.00
42475.00
212.00
25.44
39.36
172.64
A
USGS
3456991.00
42476.00
204.00
27.82
43.04
160.96
A
USGS
3456991.00
42477.00
200.00
29.35
45.40
154.60
A
USGS
3456991.00
42478.00
195.00
29.00
44.86
150.14
A
USGS
3456991.00
42479.00
193.00
29.17
45.13
147.87
A
USGS
3456991.00
42480.00
189.00
29.79
46.09
142.91
A
USGS
3456991.00
42481.00
184.00
28.71
44.41
139.59
A
USGS
3456991.00
42482.00
212.00
28.60
44.24
167.76
A
USGS
3456991.00
42483.00
224.00
27.87
43.11
180.89
A
USGS
3456991.00
42484.00
191.00
26.93
41.66
149.34
A
USGS
3456991.00
42485.00
183.00
27.16
42.02
140.98
A
USGS
3456991.00
42486.00
179.00
26.02
40.25
138.75
A
USGS
3456991.00
42487.00
181.00
26.59
41.13
139.87
A
USGS
3456991.00
42488.00
175.00
26.14
40.44
134.56
A
USGS
3456991.00
42489.00
167.00
26.08
40.35
126.65
A
USGS
3456991.00
42490.00
165.00
26.64
41.21
123.79
A
USGS
3456991.00
42491.00
272.00
27.38
42.36
229.64
A
USGS
3456991.00
42492.00
210.00
26.25
40.61
169.39
A
USGS
3456991.00
42493.00
252.00
25.91
40.08
211.92
A
USGS
3456991.00
42494.00
206.00
26.20
40.53
165.47
A
USGS
3456991.00
42495.00
194.00
27.07
41.88
152.12
A
USGS
3456991.00
42496.00
190.00
25.83
39.96
150.04
A
USGS
3456991.00
42497.00
184.00
26.96
41.71
142.29
A
USGS
3456991.00
42498.00
175.00
27.55
42.62
132.38
A
USGS
3456991.00
42499.00
171.00
27.62
42.73
128.27
A
USGS
3456991.00
42500.00
165.00
26.96
41.71
123.29
A
USGS
3456991.00
42501.00
159.00
27.28
42.20
116.80
A
USGS
3456991.00
42502.00
158.00
29.31
45.34
112.66
A
USGS
3456991.00
42503.00
231.00
27.22
42.11
188.89
A
USGS
3456991.00
42504.00
164.00
29.21
45.19
118.81
A
USGS
3456991.00
42505.00
150.00
27.94
43.22
106.78
A
USGS
3456991.00
42506.00
146.00
30.23
46.77
99.23
A
USGS
3456991.00
42507.00
147.00
26.66
41.24
105.76
A
USGS
3456991.00
42508.00
150.00
28.33
43.83
106.17
A
USGS
3456991.00
42509.00
142.00
29.35
45.40
96.60
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42510.00
145.00
28.02
43.35
101.65
A
USGS
3456991.00
42511.00
199.00
27.63
42.74
156.26
A
USGS
3456991.00
42512.00
156.00
26.62
41.18
114.82
A
USGS
3456991.00
42513.00
145.00
26.81
41.48
103.52
A
USGS
3456991.00
42514.00
137.00
26.28
40.66
96.34
A
USGS
3456991.00
42515.00
132.00
26.64
41.21
90.79
A
USGS
3456991.00
42516.00
129.00
26.52
41.03
87.97
A
USGS
3456991.00
42517.00
132.00
26.37
40.79
91.21
A
USGS
3456991.00
42518.00
140.00
25.86
40.01
99.99
A
USGS
3456991.00
42519.00
126.00
25.99
40.21
85.79
A
USGS
3456991.00
42520.00
122.00
26.16
40.47
81.53
A
USGS
3456991.00
42521.00
118.00
26.72
41.34
76.66
A
USGS
3456991.00
42522.00
169.00
25.34
39.20
129.80
A
USGS
3456991.00
42523.00
149.00
27.36
42.33
106.67
A
USGS
3456991.00
42524.00
139.00
26.07
40.33
98.67
A
USGS
3456991.00
42525.00
124.00
26.77
41.41
82.59
A
USGS
3456991.00
42526.00
142.00
27.32
42.26
99.74
A
USGS
3456991.00
42527.00
137.00
27.54
42.60
94.40
A
USGS
3456991.00
42528.00
124.00
26.80
41.46
82.54
A
USGS
3456991.00
42529.00
112.00
25.17
38.94
73.06
A
USGS
3456991.00
42530.00
107.00
26.65
41.23
65.77
A
USGS
3456991.00
42531.00
103.00
27.82
43.04
59.96
A
USGS
3456991.00
42532.00
100.00
27.54
42.60
57.40
A
USGS
3456991.00
42533.00
97.20
27.51
42.56
54.64
A
USGS
3456991.00
42534.00
95.00
27.99
43.30
51.70
A
USGS
3456991.00
42535.00
95.60
26.24
40.59
55.01
A
USGS
3456991.00
42536.00
102.00
29.17
45.13
56.87
A
USGS
3456991.00
42537.00
94.00
28.82
44.58
49.42
A
USGS
3456991.00
42538.00
88.20
28.04
43.38
44.82
A
USGS
3456991.00
42539.00
85.40
26.55
41.07
44.33
A
USGS
3456991.00
42540.00
83.10
25.94
40.13
42.97
A
USGS
3456991.00
42541.00
80.80
26.38
40.81
39.99
A
USGS
3456991.00
42542.00
80.60
27.16
42.02
38.58
A
USGS
3456991.00
42543.00
78.50
26.83
41.51
36.99
A
USGS
3456991.00
42544.00
78.00
26.88
41.58
36.42
A
USGS
3456991.00
42545.00
78.90
25.96
40.16
38.74
A
USGS
3456991.00
42546.00
79.00
27.27
42.19
36.81
A
USGS
3456991.00
42547.00
73.90
28.05
43.39
30.51
A
USGS
3456991.00
42548.00
73.80
27.25
42.16
31.64
A
USGS
3456991.00
42549.00
203.00
26.18
40.50
162.50
A
USGS
3456991.00
42550.00
97.80
26.81
41.48
56.32
A
USGS
3456991.00
42551.00
82.50
24.98
38.64
43.86
A
USGS
3456991.00
42552.00
84.20
26.02
40.25
43.95
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42553.00
81.40
26.02
40.25
41.15
A
USGS
3456991.00
42554.00
73.40
26.51
41.01
32.39
A
USGS
3456991.00
42555.00
70.90
26.94
41.68
29.22
A
USGS
3456991.00
42556.00
69.20
26.49
40.98
28.22
A
USGS
3456991.00
42557.00
80.90
27.87
43.11
37.79
A
USGS
3456991.00
42558.00
82.10
29.44
45.54
36.56
A
USGS
3456991.00
42559.00
85.00
28.62
44.28
40.72
A:e
USGS
3456991.00
42560.00
83.00
27.08
41.89
41.11
A:e
USGS
3456991.00
42561.00
75.70
28.08
43.44
32.26
A
USGS
3456991.00
42562.00
69.00
28.20
43.63
25.37
A:e
USGS
3456991.00
42563.00
86.00
29.37
45.44
40.56
A:e
USGS
3456991.00
42564.00
98.60
29.11
45.03
53.57
A
USGS
3456991.00
42565.00
99.60
30.23
46.77
52.83
A
USGS
3456991.00
42566.00
115.00
29.01
44.88
70.12
A
USGS
3456991.00
42567.00
123.00
25.94
40.13
82.87
A
USGS
3456991.00
42568.00
214.00
27.94
43.22
170.78
A
USGS
3456991.00
42569.00
137.00
26.93
41.66
95.34
A
USGS
3456991.00
42570.00
113.00
26.33
40.73
72.27
A
USGS
3456991.00
42571.00
108.00
27.11
41.94
66.06
A
USGS
3456991.00
42572.00
99.90
26.27
40.64
59.26
A
USGS
3456991.00
42573.00
121.00
26.15
40.45
80.55
A
USGS
3456991.00
42574.00
148.00
26.61
41.17
106.83
A
USGS
3456991.00
42575.00
113.00
26.14
40.44
72.56
A
USGS
3456991.00
42576.00
138.00
26.71
41.32
96.68
A
USGS
3456991.00
42577.00
139.00
27.69
42.84
96.16
A
USGS
3456991.00
42578.00
134.00
25.85
39.99
94.01
A
USGS
3456991.00
42579.00
103.00
26.71
41.32
61.68
A
USGS
3456991.00
42580.00
95.30
26.51
41.01
54.29
A
USGS
3456991.00
42581.00
92.50
26.81
41.48
51.02
A
USGS
3456991.00
42582.00
90.00
26.49
40.98
49.02
A
USGS
3456991.00
42583.00
87.60
26.85
41.54
46.06
A
USGS
3456991.00
42584.00
201.00
26.98
41.74
159.26
A
USGS
3456991.00
42585.00
237.00
26.95
41.69
195.31
A
USGS
3456991.00
42586.00
151.00
27.32
42.26
108.74
A
USGS
3456991.00
42587.00
139.00
29.53
45.68
93.32
A
USGS
3456991.00
42588.00
131.00
28.15
43.55
87.45
A
USGS
3456991.00
42589.00
149.00
28.56
44.18
104.82
A
USGS
3456991.00
42590.00
258.00
27.62
42.73
215.27
A
USGS
3456991.00
42591.00
269.00
27.17
42.03
226.97
A
USGS
3456991.00
42592.00
350.00
28.37
43.89
306.11
A
USGS
3456991.00
42593.00
326.00
28.28
43.75
282.25
A
USGS
3456991.00
42594.00
257.00
28.07
43.42
213.58
A
USGS
3456991.00
42595.00
204.00
27.35
42.31
161.69
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42596.00
165.00
28.23
43.67
121.33
A
USGS
3456991.00
42597.00
147.00
27.31
42.25
104.75
A
USGS
3456991.00
42598.00
129.00
27.87
43.11
85.89
A
USGS
3456991.00
42599.00
142.00
27.04
41.83
100.17
A
USGS
3456991.00
42600.00
142.00
28.85
44.63
97.37
A
USGS
3456991.00
42601.00
129.00
28.40
43.93
85.07
A
USGS
3456991.00
42602.00
154.00
27.99
43.30
110.70
A
USGS
3456991.00
42603.00
151.00
28.25
43.70
107.30
A
USGS
3456991.00
42604.00
132.00
27.68
42.82
89.18
A
USGS
3456991.00
42605.00
118.00
27.75
42.93
75.07
A
USGS
3456991.00
42606.00
109.00
27.83
43.05
65.95
A
USGS
3456991.00
42607.00
105.00
27.34
42.29
62.71
A
USGS
3456991.00
42608.00
98.60
27.33
42.28
56.32
A
USGS
3456991.00
42609.00
92.70
27.76
42.94
49.76
A
USGS
3456991.00
42610.00
94.90
27.38
42.36
52.54
A
USGS
3456991.00
42611.00
89.50
27.45
42.47
47.03
A
USGS
3456991.00
42612.00
82.70
27.88
43.13
39.57
A
USGS
3456991.00
42613.00
76.70
27.54
42.60
34.10
A
USGS
3456991.00
42614.00
80.60
28.70
44.40
36.20
A
USGS
3456991.00
42615.00
101.00
29.08
44.99
56.01
A
USGS
3456991.00
42616.00
90.10
28.12
43.50
46.60
A
USGS
3456991.00
42617.00
80.20
27.41
42.40
37.80
A
USGS
3456991.00
42618.00
75.20
26.93
41.66
33.54
A
USGS
3456991.00
42619.00
71.20
26.33
40.73
30.47
A
USGS
3456991.00
42620.00
68.50
25.76
39.85
28.65
A
USGS
3456991.00
42621.00
65.50
26.67
41.26
24.24
A
USGS
3456991.00
42622.00
62.10
26.48
40.96
21.14
A
USGS
3456991.00
42623.00
61.70
26.78
41.43
20.27
A
USGS
3456991.00
42624.00
60.20
25.90
40.07
20.13
A
USGS
3456991.00
42625.00
58.40
25.87
40.02
18.38
A
USGS
3456991.00
42626.00
58.30
25.92
40.10
18.20
A
USGS
3456991.00
42627.00
57.20
25.59
39.59
17.61
A
USGS
3456991.00
42628.00
56.10
26.71
41.32
14.78
A
USGS
3456991.00
42629.00
58.20
27.05
41.85
16.35
A
USGS
3456991.00
42630.00
59.90
32.56
50.37
9.53
A
USGS
3456991.00
42631.00
59.00
28.41
43.95
15.05
A
USGS
3456991.00
42632.00
61.40
26.81
41.48
19.92
A
USGS
3456991.00
42633.00
55.40
26.62
41.18
14.22
A
USGS
3456991.00
42634.00
51.50
27.63
42.74
8.76
A
USGS
3456991.00
42635.00
49.80
27.37
42.34
7.46
A
USGS
3456991.00
42636.00
53.90
27.41
42.40
11.50
A
USGS
3456991.00
42637.00
53.20
26.44
40.90
12.30
A
USGS
3456991.00
42638.00
53.60
29.02
44.89
8.71
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42639.00
75.30
26.33
40.73
34.57
A
USGS
3456991.00
42640.00
297.00
23.93
37.02
259.98
A
USGS
3456991.00
42641.00
96.30
23.59
36.49
59.81
A
USGS
3456991.00
42642.00
70.10
23.05
35.66
34.44
A
USGS
3456991.00
42643.00
60.10
23.25
35.97
24.13
A
USGS
3456991.00
42644.00
55.90
26.21
40.55
15.35
A
USGS
3456991.00
42645.00
54.80
27.44
42.45
12.35
A
USGS
3456991.00
42646.00
55.60
28.11
43.49
12.11
A
USGS
3456991.00
42647.00
54.60
28.12
43.50
11.10
A
USGS
3456991.00
42648.00
54.00
27.43
42.43
11.57
A
USGS
3456991.00
42649.00
53.10
25.91
40.08
13.02
A
USGS
3456991.00
42650.00
54.00
27.14
41.99
12.01
A
USGS
3456991.00
42651.00
74.10
26.56
41.09
33.01
A
USGS
3456991.00
42652.00
96.00
26.13
40.42
55.58
A
USGS
3456991.00
42653.00
64.90
28.10
43.47
21.43
A
USGS
3456991.00
42654.00
54.70
26.97
41.72
12.98
A
USGS
3456991.00
42655.00
53.20
26.00
40.22
12.98
A
USGS
3456991.00
42656.00
55.10
27.88
43.13
11.97
A
USGS
3456991.00
42657.00
55.50
26.98
41.74
13.76
A
USGS
3456991.00
42658.00
57.80
26.09
40.36
17.44
A
USGS
3456991.00
42659.00
63.40
26.60
41.15
22.25
A
USGS
3456991.00
42660.00
65.10
25.69
39.74
25.36
A
USGS
3456991.00
42661.00
59.40
27.23
42.12
17.28
A
USGS
3456991.00
42662.00
58.30
26.23
40.58
17.72
A
USGS
3456991.00
42663.00
58.30
26.68
41.27
17.03
A
USGS
3456991.00
42664.00
58.80
27.11
41.94
16.86
A
USGS
3456991.00
42665.00
57.60
25.97
40.18
17.42
A
USGS
3456991.00
42666.00
56.60
25.31
39.15
17.45
A
USGS
3456991.00
42667.00
56.70
25.66
39.70
17.00
A
USGS
3456991.00
42668.00
59.80
24.67
38.16
21.64
A
USGS
3456991.00
42669.00
66.20
24.20
37.44
28.76
A
USGS
3456991.00
42670.00
65.40
25.54
39.51
25.89
A
USGS
3456991.00
42671.00
62.70
25.08
38.80
23.90
A
USGS
3456991.00
42672.00
72.10
24.56
37.99
34.11
A
USGS
3456991.00
42673.00
72.00
24.52
37.93
34.07
A
USGS
3456991.00
42674.00
69.30
23.93
37.02
32.28
A
USGS
3456991.00
42675.00
56.10
24.31
37.61
18.49
A
USGS
3456991.00
42676.00
69.40
25.20
38.98
30.42
A
USGS
3456991.00
42677.00
55.80
24.70
38.21
17.59
A
USGS
3456991.00
42678.00
49.00
24.51
37.92
11.08
A
USGS
3456991.00
42679.00
48.10
24.36
37.68
10.42
A
USGS
3456991.00
42680.00
47.10
24.33
37.64
9.46
A
USGS
3456991.00
42681.00
46.70
25.53
39.49
7.21
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42682.00
49.30
24.78
38.33
10.97
A
USGS
3456991.00
42683.00
52.50
25.16
38.92
13.58
A
USGS
3456991.00
42684.00
51.20
24.65
38.13
13.07
A
USGS
3456991.00
42685.00
53.10
24.91
38.54
14.56
A
USGS
3456991.00
42686.00
54.10
25.06
38.77
15.33
A
USGS
3456991.00
42687.00
56.40
24.65
38.13
18.27
A
USGS
3456991.00
42688.00
60.20
24.52
37.93
22.27
A
USGS
3456991.00
42689.00
51.30
19.75
30.55
20.75
A
USGS
3456991.00
42690.00
48.10
19.96
30.88
17.22
A
USGS
3456991.00
42691.00
49.30
18.75
29.01
20.29
A
USGS
3456991.00
42692.00
50.00
20.46
31.65
18.35
A
USGS
3456991.00
42693.00
58.80
26.70
41.30
17.50
A
USGS
3456991.00
42694.00
57.30
25.76
39.85
17.45
A
USGS
3456991.00
42695.00
56.50
26.66
41.24
15.26
A
USGS
3456991.00
42696.00
51.90
27.08
41.89
10.01
A
USGS
3456991.00
42697.00
53.00
26.60
41.15
11.85
A
USGS
3456991.00
42698.00
53.00
26.78
41.43
11.57
A
USGS
3456991.00
42699.00
50.80
27.85
43.08
7.72
A
USGS
3456991.00
42700.00
49.60
26.60
41.15
8.45
A
USGS
3456991.00
42701.00
48.10
26.18
40.50
7.60
A
USGS
3456991.00
42702.00
48.20
25.85
39.99
8.21
A
USGS
3456991.00
42703.00
164.00
24.15
37.36
126.64
A
USGS
3456991.00
42704.00
99.90
22.40
34.65
65.25
A
USGS
3456991.00
42705.00
161.00
20.70
32.02
128.98
A
USGS
3456991.00
42706.00
83.20
22.89
35.41
47.79
A
USGS
3456991.00
42707.00
65.20
25.34
39.20
26.00
A
USGS
3456991.00
42708.00
86.90
28.10
43.47
43.43
A
USGS
3456991.00
42709.00
223.00
27.27
42.19
180.81
A
USGS
3456991.00
42710.00
399.00
27.43
42.43
356.57
A
USGS
3456991.00
42711.00
280.00
28.15
43.55
236.45
A
USGS
3456991.00
42712.00
168.00
26.71
41.32
126.68
A
USGS
3456991.00
42713.00
133.00
26.14
40.44
92.56
A
USGS
3456991.00
42714.00
115.00
26.28
40.66
74.34
A
USGS
3456991.00
42715.00
106.00
26.53
41.04
64.96
A
USGS
3456991.00
42716.00
111.00
28.74
44.46
66.54
A
USGS
3456991.00
42717.00
118.00
26.64
41.21
76.79
A
USGS
3456991.00
42718.00
104.00
24.93
38.57
65.43
A
USGS
3456991.00
42719.00
95.50
26.89
41.60
53.90
A
USGS
3456991.00
42720.00
87.20
25.76
39.85
47.35
A
USGS
3456991.00
42721.00
91.50
26.04
40.28
51.22
A
USGS
3456991.00
42722.00
120.00
26.12
40.41
79.59
A
USGS
3456991.00
42723.00
129.00
26.49
40.98
88.02
A
USGS
3456991.00
42724.00
104.00
28.03
43.36
60.64
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42725.00
95.30
30.14
46.63
48.67
A
USGS
3456991.00
42726.00
94.70
28.43
43.98
50.72
A
USGS
3456991.00
42727.00
91.50
28.33
43.83
47.67
A
USGS
3456991.00
42728.00
88.50
26.20
40.53
47.97
A
USGS
3456991.00
42729.00
87.70
26.52
41.03
46.67
A
USGS
3456991.00
42730.00
84.80
26.13
40.42
44.38
A
USGS
3456991.00
42731.00
86.60
26.55
41.07
45.53
A
USGS
3456991.00
42732.00
88.50
23.74
36.73
51.77
A
USGS
3456991.00
42733.00
113.00
26.70
41.30
71.70
A
USGS
3456991.00
42734.00
110.00
26.65
41.23
68.77
A
USGS
3456991.00
42735.00
89.70
25.42
39.32
50.38
A
USGS
3456991.00
42736.00
89.60
26.37
40.79
48.81
A
USGS
3456991.00
42737.00
182.00
27.35
42.31
139.69
A
USGS
3456991.00
42738.00
286.00
27.52
42.57
243.43
A
USGS
3456991.00
42739.00
188.00
26.43
40.89
147.11
A
USGS
3456991.00
42740.00
147.00
27.53
42.59
104.41
A
USGS
3456991.00
42741.00
130.00
27.80
43.01
86.99
A
USGS
3456991.00
42742.00
133.00
26.88
41.58
91.42
A
USGS
3456991.00
42743.00
98.50
28.43
43.98
54.52
A:e
USGS
3456991.00
42744.00
111.00
27.59
42.68
68.32
A:e
USGS
3456991.00
42745.00
113.00
28.00
43.32
69.68
A
USGS
3456991.00
42746.00
133.00
26.81
41.48
91.52
A
USGS
3456991.00
42747.00
162.00
27.09
41.91
120.09
A
USGS
3456991.00
42748.00
134.00
26.81
41.48
92.52
A
USGS
3456991.00
42749.00
123.00
26.16
40.47
82.53
A
USGS
3456991.00
42750.00
116.00
26.98
41.74
74.26
A
USGS
3456991.00
42751.00
112.00
27.48
42.51
69.49
A
USGS
3456991.00
42752.00
109.00
27.55
42.62
66.38
A
USGS
3456991.00
42753.00
107.00
25.60
39.60
67.40
A
USGS
3456991.00
42754.00
102.00
25.94
40.13
61.87
A
USGS
3456991.00
42755.00
110.00
26.64
41.21
68.79
A
USGS
3456991.00
42756.00
111.00
26.26
40.62
70.38
A
USGS
3456991.00
42757.00
156.00
27.00
41.77
114.23
A
USGS
3456991.00
42758.00
2020.00
32.44
50.18
1969.82
A
USGS
3456991.00
42759.00
649.00
27.71
42.87
606.13
A
USGS
3456991.00
42760.00
463.00
29.12
45.05
417.95
A
USGS
3456991.00
42761.00
393.00
28.35
43.86
349.14
A
USGS
3456991.00
42762.00
327.00
27.39
42.37
284.63
A
USGS
3456991.00
42763.00
280.00
28.66
44.34
235.66
A
USGS
3456991.00
42764.00
253.00
28.35
43.86
209.14
A
USGS
3456991.00
42765.00
232.00
28.21
43.64
188.36
A
USGS
3456991.00
42766.00
214.00
29.50
45.64
168.36
A
USGS
3456991.00
42767.00
205.00
27.74
42.91
162.09
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42768.00
194.00
26.66
41.24
152.76
A
USGS
3456991.00
42769.00
188.00
25.85
39.99
148.01
A
USGS
3456991.00
42770.00
172.00
24.28
37.56
134.44
A
USGS
3456991.00
42771.00
166.00
24.58
38.03
127.97
A
USGS
3456991.00
42772.00
161.00
25.59
39.59
121.41
A
USGS
3456991.00
42773.00
159.00
26.49
40.98
118.02
A
USGS
3456991.00
42774.00
164.00
25.94
40.13
123.87
A
USGS
3456991.00
42775.00
182.00
26.43
40.89
141.11
A
USGS
3456991.00
42776.00
158.00
25.06
38.77
119.23
A
USGS
3456991.00
42777.00
150.00
26.39
40.83
109.17
A
USGS
3456991.00
42778.00
149.00
25.01
38.69
110.31
A
USGS
3456991.00
42779.00
142.00
24.93
38.57
103.43
A
USGS
3456991.00
42780.00
137.00
24.32
37.62
99.38
A
USGS
3456991.00
42781.00
161.00
23.76
36.76
124.24
A
USGS
3456991.00
42782.00
159.00
24.94
38.58
120.42
A
USGS
3456991.00
42783.00
141.00
24.40
37.75
103.25
A
USGS
3456991.00
42784.00
136.00
25.49
39.43
96.57
A
USGS
3456991.00
42785.00
135.00
24.90
38.52
96.48
A
USGS
3456991.00
42786.00
133.00
25.39
39.28
93.72
A
USGS
3456991.00
42787.00
129.00
25.68
39.73
89.27
A
USGS
3456991.00
42788.00
129.00
24.77
38.32
90.68
A
USGS
3456991.00
42789.00
144.00
26.07
40.33
103.67
A
USGS
3456991.00
42790.00
131.00
25.73
39.80
91.20
A
USGS
3456991.00
42791.00
128.00
24.88
38.49
89.51
A
USGS
3456991.00
42792.00
122.00
25.02
38.71
83.29
A
USGS
3456991.00
42793.00
119.00
26.00
40.22
78.78
A
USGS
3456991.00
42794.00
122.00
26.45
40.92
81.08
A
USGS
3456991.00
42795.00
201.00
26.75
41.38
159.62
A
USGS
3456991.00
42796.00
287.00
26.36
40.78
246.22
A
USGS
3456991.00
42797.00
184.00
25.00
38.68
145.33
A
USGS
3456991.00
42798.00
162.00
23.65
36.59
125.41
A
USGS
3456991.00
42799.00
154.00
23.60
36.51
117.49
A
USGS
3456991.00
42800.00
150.00
24.29
37.58
112.42
A
USGS
3456991.00
42801.00
154.00
23.91
36.99
117.01
A
USGS
3456991.00
42802.00
201.00
23.52
36.39
164.61
A
USGS
3456991.00
42803.00
168.00
25.64
39.67
128.33
A
USGS
3456991.00
42804.00
179.00
27.26
42.17
136.83
A
USGS
3456991.00
42805.00
170.00
26.63
41.20
128.80
A
USGS
3456991.00
42806.00
173.00
26.61
41.17
131.83
A
USGS
3456991.00
42807.00
172.00
25.76
39.85
132.15
A
USGS
3456991.00
42808.00
182.00
25.79
39.90
142.10
A
USGS
3456991.00
42809.00
162.00
24.65
38.13
123.87
A
USGS
3456991.00
42810.00
149.00
23.61
36.52
112.48
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42811.00
158.00
25.34
39.20
118.80
A
USGS
3456991.00
42812.00
184.00
25.27
39.09
144.91
A
USGS
3456991.00
42813.00
187.00
24.17
37.39
149.61
A
USGS
3456991.00
42814.00
165.00
25.66
39.70
125.30
A
USGS
3456991.00
42815.00
164.00
24.68
38.18
125.82
A
USGS
3456991.00
42816.00
215.00
24.79
38.35
176.65
A
USGS
3456991.00
42817.00
174.00
25.18
38.95
135.05
A
USGS
3456991.00
42818.00
169.00
22.93
35.47
133.53
A
USGS
3456991.00
42819.00
163.00
23.78
36.79
126.21
A
USGS
3456991.00
42820.00
187.00
23.01
35.60
151.40
A
USGS
3456991.00
42821.00
209.00
25.26
39.08
169.92
A
USGS
3456991.00
42822.00
284.00
25.50
39.45
244.55
A
USGS
3456991.00
42823.00
228.00
25.63
39.65
188.35
A
USGS
3456991.00
42824.00
211.00
25.14
38.89
172.11
A
USGS
3456991.00
42825.00
961.00
26.53
41.04
919.96
A
USGS
3456991.00
42826.00
578.00
24.31
37.61
540.39
A
USGS
3456991.00
42827.00
476.00
24.19
37.42
438.58
A
USGS
3456991.00
42828.00
797.00
26.92
41.65
755.35
A
USGS
3456991.00
42829.00
775.00
25.50
39.45
735.55
A
USGS
3456991.00
42830.00
666.00
27.09
41.91
624.09
A
USGS
3456991.00
42831.00
863.00
26.58
41.12
821.88
A
USGS
3456991.00
42832.00
662.00
25.25
39.06
622.94
A
USGS
3456991.00
42833.00
582.00
24.98
38.64
543.36
A
USGS
3456991.00
42834.00
527.00
25.76
39.85
487.15
A
USGS
3456991.00
42835.00
484.00
26.40
40.84
443.16
A
USGS
3456991.00
42836.00
442.00
26.02
40.25
401.75
A
USGS
3456991.00
42837.00
410.00
25.38
39.26
370.74
A
USGS
3456991.00
42838.00
383.00
25.64
39.67
343.33
A
USGS
3456991.00
42839.00
362.00
26.92
41.65
320.35
A
USGS
3456991.00
42840.00
345.00
26.09
40.36
304.64
A
USGS
3456991.00
42841.00
325.00
26.59
41.13
283.87
A
USGS
3456991.00
42842.00
313.00
25.70
39.76
273.24
A
USGS
3456991.00
42843.00
334.00
26.39
40.83
293.17
A
USGS
3456991.00
42844.00
320.00
28.20
43.63
276.37
A
USGS
3456991.00
42845.00
305.00
26.78
41.43
263.57
A
USGS
3456991.00
42846.00
297.00
27.62
42.73
254.27
A
USGS
3456991.00
42847.00
365.00
27.06
41.86
323.14
A
USGS
3456991.00
42848.00
792.00
29.82
46.13
745.87
A
USGS
3456991.00
42849.00
1410.00
29.02
44.89
1365.11
A
USGS
3456991.00
42850.00
857.00
23.93
37.02
819.98
A
USGS
3456991.00
42851.00
692.00
24.09
37.27
654.73
A
USGS
3456991.00
42852.00
611.00
22.57
34.92
576.08
A
USGS
3456991.00
42853.00
557.00
21.67
33.52
523.48
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42854.00
507.00
25.40
39.29
467.71
A
USGS
3456991.00
42855.00
490.00
25.77
39.87
450.13
A
USGS
3456991.00
42856.00
1600.00
28.57
44.20
1555.80
A
USGS
3456991.00
42857.00
980.00
27.42
42.42
937.58
A
USGS
3456991.00
42858.00
724.00
26.99
41.75
682.25
A
USGS
3456991.00
42859.00
666.00
28.13
43.52
622.48
A
USGS
3456991.00
42860.00
1590.00
26.73
41.35
1548.65
A
USGS
3456991.00
42861.00
923.00
26.29
40.67
882.33
A
USGS
3456991.00
42862.00
780.00
25.96
40.16
739.84
A
USGS
3456991.00
42863.00
669.00
26.00
40.22
628.78
A
USGS
3456991.00
42864.00
596.00
26.08
40.35
555.65
A
USGS
3456991.00
42865.00
537.00
25.90
40.07
496.93
A
USGS
3456991.00
42866.00
491.00
25.04
38.74
452.26
A
USGS
3456991.00
42867.00
467.00
27.53
42.59
424.41
A
USGS
3456991.00
42868.00
453.00
26.67
41.26
411.74
A
USGS
3456991.00
42869.00
406.00
25.52
39.48
366.52
A
USGS
3456991.00
42870.00
372.00
26.02
40.25
331.75
A
USGS
3456991.00
42871.00
347.00
26.63
41.20
305.80
A
USGS
3456991.00
42872.00
326.00
25.85
39.99
286.01
A
USGS
3456991.00
42873.00
305.00
25.16
38.92
266.08
A
USGS
3456991.00
42874.00
302.00
27.25
42.16
259.84
A
USGS
3456991.00
42875.00
285.00
26.89
41.60
243.40
A
USGS
3456991.00
42876.00
714.00
31.31
48.44
665.56
A
USGS
3456991.00
42877.00
614.00
29.53
45.68
568.32
A
USGS
3456991.00
42878.00
590.00
31.16
48.20
541.80
A
USGS
3456991.00
42879.00
603.00
28.13
43.52
559.48
A
USGS
3456991.00
42880.00
591.00
28.21
43.64
547.36
A
USGS
3456991.00
42881.00
481.00
27.50
42.54
438.46
A
USGS
3456991.00
42882.00
430.00
27.84
43.07
386.93
A
USGS
3456991.00
42883.00
439.00
28.67
44.35
394.65
A
USGS
3456991.00
42884.00
379.00
28.39
43.92
335.08
A
USGS
3456991.00
42885.00
351.00
27.24
42.14
308.86
A
USGS
3456991.00
42886.00
325.00
26.56
41.09
283.91
A
USGS
3456991.00
42887.00
302.00
26.75
41.38
260.62
A
USGS
3456991.00
42888.00
283.00
25.21
39.00
244.00
A
USGS
3456991.00
42889.00
270.00
26.02
40.25
229.75
A
USGS
3456991.00
42890.00
284.00
26.25
40.61
243.39
A
USGS
3456991.00
42891.00
328.00
28.33
43.83
284.17
A
USGS
3456991.00
42892.00
295.00
27.23
42.12
252.88
A
USGS
3456991.00
42893.00
249.00
26.87
41.57
207.43
A
USGS
3456991.00
42894.00
245.00
27.21
42.09
202.91
A
USGS
3456991.00
42895.00
233.00
26.92
41.65
191.35
A
USGS
3456991.00
42896.00
214.00
26.45
40.92
173.08
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42897.00
205.00
27.01
41.78
163.22
A
USGS
3456991.00
42898.00
201.00
27.00
41.77
159.23
A
USGS
3456991.00
42899.00
224.00
26.86
41.55
182.45
A
USGS
3456991.00
42900.00
208.00
29.58
45.76
162.24
A
USGS
3456991.00
42901.00
205.00
28.88
44.68
160.32
A
USGS
3456991.00
42902.00
206.00
29.07
44.97
161.03
A
USGS
3456991.00
42903.00
340.00
27.62
42.73
297.27
A
USGS
3456991.00
42904.00
210.00
27.19
42.06
167.94
A
USGS
3456991.00
42905.00
187.00
26.94
41.68
145.32
A
USGS
3456991.00
42906.00
203.00
27.53
42.59
160.41
A
USGS
3456991.00
42907.00
185.00
25.20
38.98
146.02
A
USGS
3456991.00
42908.00
194.00
27.31
42.25
151.75
A
USGS
3456991.00
42909.00
333.00
27.01
41.78
291.22
A
USGS
3456991.00
42910.00
308.00
26.52
41.03
266.97
A
USGS
3456991.00
42911.00
238.00
26.80
41.46
196.54
A
USGS
3456991.00
42912.00
203.00
26.52
41.03
161.97
A
USGS
3456991.00
42913.00
183.00
25.83
39.96
143.04
A
USGS
3456991.00
42914.00
171.00
25.54
39.51
131.49
A
USGS
3456991.00
42915.00
163.00
25.88
40.04
122.96
A
USGS
3456991.00
42916.00
200.00
26.11
40.39
159.61
A
USGS
3456991.00
42917.00
229.00
26.77
41.41
187.59
A
USGS
3456991.00
42918.00
176.00
26.67
41.26
134.74
A
USGS
3456991.00
42919.00
193.00
27.39
42.37
150.63
A
USGS
3456991.00
42920.00
242.00
30.57
47.29
194.71
A
USGS
3456991.00
42921.00
181.00
27.65
42.77
138.23
A
USGS
3456991.00
42922.00
164.00
26.85
41.54
122.46
A
USGS
3456991.00
42923.00
158.00
26.48
40.96
117.04
A
USGS
3456991.00
42924.00
156.00
26.28
40.66
115.34
A
USGS
3456991.00
42925.00
153.00
26.95
41.69
111.31
A
USGS
3456991.00
42926.00
137.00
27.13
41.97
95.03
A
USGS
3456991.00
42927.00
130.00
27.65
42.77
87.23
A
USGS
3456991.00
42928.00
128.00
27.13
41.97
86.03
A
USGS
3456991.00
42929.00
144.00
26.88
41.58
102.42
A
USGS
3456991.00
42930.00
157.00
27.57
42.65
114.35
A
USGS
3456991.00
42931.00
158.00
27.86
43.10
114.90
A
USGS
3456991.00
42932.00
211.00
26.24
40.59
170.41
A
USGS
3456991.00
42933.00
152.00
26.40
40.84
111.16
A
USGS
3456991.00
42934.00
141.00
26.07
40.33
100.67
A
USGS
3456991.00
42935.00
146.00
27.05
41.85
104.15
A
USGS
3456991.00
42936.00
129.00
27.15
42.00
87.00
A
USGS
3456991.00
42937.00
119.00
26.16
40.47
78.53
A
USGS
3456991.00
42938.00
117.00
26.37
40.79
76.21
A
USGS
3456991.00
42939.00
138.00
26.96
41.71
96.29
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42940.00
133.00
27.59
42.68
90.32
A
USGS
3456991.00
42941.00
114.00
27.50
42.54
71.46
A
USGS
3456991.00
42942.00
187.00
27.54
42.60
144.40
A
USGS
3456991.00
42943.00
129.00
27.98
43.29
85.71
A
USGS
3456991.00
42944.00
122.00
27.10
41.92
80.08
A
USGS
3456991.00
42945.00
125.00
26.54
41.06
83.94
A
USGS
3456991.00
42946.00
113.00
26.28
40.66
72.34
A
USGS
3456991.00
42947.00
104.00
26.29
40.67
63.33
A
USGS
3456991.00
42948.00
104.00
27.81
43.02
60.98
A
USGS
3456991.00
42949.00
106.00
26.01
40.24
65.76
A
USGS
3456991.00
42950.00
101.00
27.34
42.29
58.71
A
USGS
3456991.00
42951.00
95.70
27.21
42.09
53.61
A
USGS
3456991.00
42952.00
94.50
28.41
43.95
50.55
A
USGS
3456991.00
42953.00
90.10
26.58
41.12
48.98
A
USGS
3456991.00
42954.00
144.00
27.19
42.06
101.94
A
USGS
3456991.00
42955.00
189.00
26.42
40.87
148.13
A
USGS
3456991.00
42956.00
144.00
26.79
41.44
102.56
A
USGS
3456991.00
42957.00
111.00
27.83
43.05
67.95
A
USGS
3456991.00
42958.00
116.00
28.73
44.45
71.55
A
USGS
3456991.00
42959.00
296.00
27.58
42.67
253.33
A
USGS
3456991.00
42960.00
159.00
27.76
42.94
116.06
A
USGS
3456991.00
42961.00
138.00
27.91
43.18
94.82
A
USGS
3456991.00
42962.00
139.00
27.71
42.87
96.13
A
USGS
3456991.00
42963.00
120.00
26.97
41.72
78.28
A
USGS
3456991.00
42964.00
119.00
26.57
41.10
77.90
A
USGS
3456991.00
42965.00
107.00
27.00
41.77
65.23
A
USGS
3456991.00
42966.00
100.00
26.09
40.36
59.64
A
USGS
3456991.00
42967.00
95.90
26.73
41.35
54.55
A
USGS
3456991.00
42968.00
92.40
27.03
41.82
50.58
A
USGS
3456991.00
42969.00
89.70
28.10
43.47
46.23
A
USGS
3456991.00
42970.00
86.70
25.18
38.95
47.75
A
USGS
3456991.00
42971.00
84.60
28.99
44.85
39.75
A
USGS
3456991.00
42972.00
82.30
27.69
42.84
39.46
A
USGS
3456991.00
42973.00
80.80
26.44
40.90
39.90
A
USGS
3456991.00
42974.00
85.00
26.84
41.52
43.48
A
USGS
3456991.00
42975.00
87.20
27.35
42.31
44.89
A
USGS
3456991.00
42976.00
80.60
27.57
42.65
37.95
A
USGS
3456991.00
42977.00
79.60
27.24
42.14
37.46
A
USGS
3456991.00
42978.00
106.00
30.24
46.78
59.22
A
USGS
3456991.00
42979.00
324.00
28.36
43.87
280.13
A
USGS
3456991.00
42980.00
229.00
28.54
44.15
184.85
A
USGS
3456991.00
42981.00
129.00
27.69
42.84
86.16
A
USGS
3456991.00
42982.00
108.00
27.40
42.39
65.61
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
42983.00
106.00
27.80
43.01
62.99
A
USGS
3456991.00
42984.00
191.00
27.72
42.88
148.12
A
USGS
3456991.00
42985.00
170.00
28.76
44.49
125.51
A
USGS
3456991.00
42986.00
124.00
28.68
44.37
79.63
A
USGS
3456991.00
42987.00
113.00
28.06
43.41
69.59
A
USGS
3456991.00
42988.00
108.00
28.46
44.03
63.97
A
USGS
3456991.00
42989.00
167.00
31.13
48.16
118.84
A
USGS
3456991.00
42990.00
1920.00
34.57
53.48
1866.52
A
USGS
3456991.00
42991.00
655.00
28.65
44.32
610.68
A
USGS
3456991.00
42992.00
420.00
28.38
43.90
376.10
A
USGS
3456991.00
42993.00
336.00
27.91
43.18
292.82
A
USGS
3456991.00
42994.00
281.00
28.31
43.80
237.20
A
USGS
3456991.00
42995.00
241.00
27.58
42.67
198.33
A
USGS
3456991.00
42996.00
213.00
27.30
42.23
170.77
A
USGS
3456991.00
42997.00
194.00
28.26
43.72
150.28
A
USGS
3456991.00
42998.00
180.00
26.87
41.57
138.43
A
USGS
3456991.00
42999.00
168.00
28.62
44.28
123.72
A
USGS
3456991.00
43000.00
158.00
27.33
42.28
115.72
A
USGS
3456991.00
43001.00
152.00
27.81
43.02
108.98
A
USGS
3456991.00
43002.00
143.00
27.94
43.22
99.78
A
USGS
3456991.00
43003.00
136.00
27.09
41.91
94.09
A
USGS
3456991.00
43004.00
131.00
27.56
42.64
88.36
A
USGS
3456991.00
43005.00
127.00
29.94
46.32
80.68
A
USGS
3456991.00
43006.00
122.00
26.15
40.45
81.55
A
USGS
3456991.00
43007.00
118.00
28.91
44.72
73.28
A
USGS
3456991.00
43008.00
117.00
27.25
42.16
74.84
A
USGS
3456991.00
43009.00
111.00
26.47
40.95
70.05
A
USGS
3456991.00
43010.00
106.00
27.24
42.14
63.86
A
USGS
3456991.00
43011.00
104.00
27.73
42.90
61.10
A
USGS
3456991.00
43012.00
103.00
26.60
41.15
61.85
A
USGS
3456991.00
43013.00
99.30
29.04
44.92
54.38
A
USGS
3456991.00
43014.00
95.30
26.90
41.61
53.69
A
USGS
3456991.00
43015.00
95.70
28.52
44.12
51.58
A
USGS
3456991.00
43016.00
448.00
30.53
47.23
400.77
A
USGS
3456991.00
43017.00
923.00
29.11
45.03
877.97
A
USGS
3456991.00
43018.00
372.00
29.97
46.36
325.64
A
USGS
3456991.00
43019.00
286.00
28.48
44.06
241.94
A
USGS
3456991.00
43020.00
235.00
27.21
42.09
192.91
A
USGS
3456991.00
43021.00
207.00
26.12
40.41
166.59
A
USGS
3456991.00
43022.00
191.00
26.45
40.92
150.08
A
USGS
3456991.00
43023.00
178.00
27.13
41.97
136.03
A
USGS
3456991.00
43024.00
195.00
27.84
43.07
151.93
A
USGS
3456991.00
43025.00
174.00
27.24
42.14
131.86
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43026.00
159.00
28.01
43.33
115.67
A
USGS
3456991.00
43027.00
151.00
28.56
44.18
106.82
A
USGS
3456991.00
43028.00
145.00
30.37
46.98
98.02
A
USGS
3456991.00
43029.00
140.00
29.05
44.94
95.06
A
USGS
3456991.00
43030.00
136.00
29.90
46.26
89.74
A
USGS
3456991.00
43031.00
2410.00
32.66
50.53
2359.47
A
USGS
3456991.00
43032.00
989.00
29.02
44.89
944.11
A
USGS
3456991.00
43033.00
581.00
27.63
42.74
538.26
A
USGS
3456991.00
43034.00
461.00
26.99
41.75
419.25
A
USGS
3456991.00
43035.00
392.00
26.89
41.60
350.40
A
USGS
3456991.00
43036.00
437.00
30.18
46.69
390.31
A
USGS
3456991.00
43037.00
825.00
29.92
46.29
778.71
A
USGS
3456991.00
43038.00
515.00
26.85
41.54
473.46
A
USGS
3456991.00
43039.00
443.00
26.76
41.40
401.60
A
USGS
3456991.00
43040.00
396.00
26.11
40.39
355.61
A
USGS
3456991.00
43041.00
361.00
27.81
43.02
317.98
A
USGS
3456991.00
43042.00
336.00
27.73
42.90
293.10
A
USGS
3456991.00
43043.00
320.00
27.94
43.22
276.78
A
USGS
3456991.00
43044.00
300.00
28.02
43.35
256.65
A
USGS
3456991.00
43045.00
280.00
28.38
43.90
236.10
A
USGS
3456991.00
43046.00
407.00
30.27
46.83
360.17
A
USGS
3456991.00
43047.00
383.00
28.99
44.85
338.15
A
USGS
3456991.00
43048.00
331.00
27.98
43.29
287.71
A
USGS
3456991.00
43049.00
305.00
26.89
41.60
263.40
A
USGS
3456991.00
43050.00
283.00
27.60
42.70
240.30
A
USGS
3456991.00
43051.00
268.00
28.24
43.69
224.31
A
USGS
3456991.00
43052.00
264.00
29.43
45.53
218.47
A
USGS
3456991.00
43053.00
246.00
31.49
48.72
197.28
A
USGS
3456991.00
43054.00
235.00
30.18
46.69
188.31
A
USGS
3456991.00
43055.00
226.00
30.20
46.72
179.28
A
USGS
3456991.00
43056.00
215.00
29.35
45.40
169.60
A
USGS
3456991.00
43057.00
211.00
30.28
46.84
164.16
A
USGS
3456991.00
43058.00
260.00
29.31
45.34
214.66
A
USGS
3456991.00
43059.00
217.00
29.30
45.33
171.67
A
USGS
3456991.00
43060.00
205.00
28.86
44.65
160.35
A
USGS
3456991.00
43061.00
199.00
28.16
43.56
155.44
A
USGS
3456991.00
43062.00
191.00
28.70
44.40
146.60
A
USGS
3456991.00
43063.00
185.00
27.38
42.36
142.64
A
USGS
3456991.00
43064.00
181.00
27.34
42.29
138.71
A
USGS
3456991.00
43065.00
175.00
27.99
43.30
131.70
A
USGS
3456991.00
43066.00
169.00
27.71
42.87
126.13
A
USGS
3456991.00
43067.00
165.00
27.95
43.24
121.76
A
USGS
3456991.00
43068.00
161.00
28.16
43.56
117.44
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43069.00
160.00
28.22
43.66
116.34
A
USGS
3456991.00
43070.00
160.00
27.65
42.77
117.23
A
USGS
3456991.00
43071.00
157.00
27.86
43.10
113.90
A
USGS
3456991.00
43072.00
152.00
28.36
43.87
108.13
A
USGS
3456991.00
43073.00
149.00
29.12
45.05
103.95
A
USGS
3456991.00
43074.00
156.00
30.82
47.68
108.32
A
USGS
3456991.00
43075.00
217.00
30.24
46.78
170.22
A
USGS
3456991.00
43076.00
165.00
28.96
44.80
120.20
A
USGS
3456991.00
43077.00
167.00
28.94
44.77
122.23
A
USGS
3456991.00
43078.00
174.00
29.16
45.11
128.89
A
USGS
3456991.00
43079.00
156.00
30.90
47.80
108.20
A
USGS
3456991.00
43080.00
153.00
31.03
48.00
105.00
A
USGS
3456991.00
43081.00
163.00
30.49
47.17
115.83
A
USGS
3456991.00
43082.00
152.00
28.97
44.82
107.18
A
USGS
3456991.00
43083.00
152.00
28.78
44.52
107.48
A
USGS
3456991.00
43084.00
149.00
28.35
43.86
105.14
A
USGS
3456991.00
43085.00
146.00
28.55
44.17
101.83
A
USGS
3456991.00
43086.00
143.00
28.42
43.97
99.03
A
USGS
3456991.00
43087.00
170.00
28.06
43.41
126.59
A
USGS
3456991.00
43088.00
167.00
26.89
41.60
125.40
A
USGS
3456991.00
43089.00
257.00
29.36
45.42
211.58
A
USGS
3456991.00
43090.00
352.00
29.06
44.96
307.04
A
USGS
3456991.00
43091.00
261.00
29.99
46.39
214.61
A
USGS
3456991.00
43092.00
270.00
27.82
43.04
226.96
A
USGS
3456991.00
43093.00
345.00
27.88
43.13
301.87
A
USGS
3456991.00
43094.00
264.00
26.95
41.69
222.31
A
USGS
3456991.00
43095.00
239.00
27.35
42.31
196.69
A
USGS
3456991.00
43096.00
224.00
27.98
43.29
180.71
A
USGS
3456991.00
43097.00
211.00
28.59
44.23
166.77
A
USGS
3456991.00
43098.00
202.00
27.40
42.39
159.61
A
USGS
3456991.00
43099.00
194.00
26.98
41.74
152.26
A
USGS
3456991.00
43100.00
187.00
28.58
44.21
142.79
A
USGS
3456991.00
43101.00
169.00
27.94
43.22
125.78
A:e
USGS
3456991.00
43102.00
142.00
28.66
44.34
97.66
A:e
USGS
3456991.00
43103.00
157.00
29.86
46.19
110.81
A:e
USGS
3456991.00
43104.00
159.00
29.14
45.08
113.92
A:e
USGS
3456991.00
43105.00
142.00
27.77
42.96
99.04
A:e
USGS
3456991.00
43106.00
148.00
28.00
43.32
104.68
A:e
USGS
3456991.00
43107.00
148.00
28.53
44.14
103.86
A:e
USGS
3456991.00
43108.00
161.00
29.58
45.76
115.24
A:e
USGS
3456991.00
43109.00
161.00
28.05
43.39
117.61
A
USGS
3456991.00
43110.00
159.00
28.14
43.53
115.47
A
USGS
3456991.00
43111.00
1310.00
29.91
46.27
1263.73
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43112.00
2990.00
31.46
48.67
2941.33
A
USGS
3456991.00
43113.00
1210.00
29.23
45.22
1164.78
A
USGS
3456991.00
43114.00
760.00
29.56
45.73
714.27
A
USGS
3456991.00
43115.00
607.00
30.27
46.83
560.17
A
USGS
3456991.00
43116.00
522.00
29.29
45.31
476.69
A
USGS
3456991.00
43117.00
472.00
27.90
43.16
428.84
A
USGS
3456991.00
43118.00
410.00
27.07
41.88
368.12
A
USGS
3456991.00
43119.00
406.00
27.02
41.80
364.20
A
USGS
3456991.00
43120.00
361.00
28.11
43.49
317.51
A
USGS
3456991.00
43121.00
346.00
27.60
42.70
303.30
A
USGS
3456991.00
43122.00
338.00
29.26
45.27
292.73
A
USGS
3456991.00
43123.00
496.00
28.46
44.03
451.97
A
USGS
3456991.00
43124.00
374.00
26.75
41.38
332.62
A
USGS
3456991.00
43125.00
341.00
28.10
43.47
297.53
A
USGS
3456991.00
43126.00
324.00
27.91
43.18
280.82
A
USGS
3456991.00
43127.00
312.00
27.88
43.13
268.87
A
USGS
3456991.00
43128.00
424.00
28.25
43.70
380.30
A
USGS
3456991.00
43129.00
489.00
28.03
43.36
445.64
A
USGS
3456991.00
43130.00
384.00
27.79
42.99
341.01
A
USGS
3456991.00
43131.00
355.00
28.29
43.76
311.24
A
USGS
3456991.00
43132.00
346.00
28.34
43.84
302.16
A
USGS
3456991.00
43133.00
341.00
27.90
43.16
297.84
A
USGS
3456991.00
43134.00
309.00
27.43
42.43
266.57
A
USGS
3456991.00
43135.00
470.00
28.47
44.04
425.96
A
USGS
3456991.00
43136.00
464.00
26.97
41.72
422.28
A
USGS
3456991.00
43137.00
405.00
27.52
42.57
362.43
A
USGS
3456991.00
43138.00
920.00
27.28
42.20
877.80
A
USGS
3456991.00
43139.00
755.00
28.39
43.92
711.08
A
USGS
3456991.00
43140.00
603.00
26.07
40.33
562.67
A
USGS
3456991.00
43141.00
686.00
27.80
43.01
642.99
A
USGS
3456991.00
43142.00
3550.00
29.92
46.29
3503.71
A
USGS
3456991.00
43143.00
1920.00
28.41
43.95
1876.05
A
USGS
3456991.00
43144.00
1320.00
29.01
44.88
1275.12
A
USGS
3456991.00
43145.00
1050.00
26.93
41.66
1008.34
A
USGS
3456991.00
43146.00
921.00
26.94
41.68
879.32
A
USGS
3456991.00
43147.00
795.00
26.63
41.20
753.80
A
USGS
3456991.00
43148.00
709.00
27.89
43.15
665.85
A
USGS
3456991.00
43149.00
671.00
27.33
42.28
628.72
A
USGS
3456991.00
43150.00
604.00
26.48
40.96
563.04
A
USGS
3456991.00
43151.00
559.00
27.02
41.80
517.20
A
USGS
3456991.00
43152.00
558.00
26.93
41.66
516.34
A
USGS
3456991.00
43153.00
523.00
28.25
43.70
479.30
A
USGS
3456991.00
43154.00
482.00
27.28
42.20
439.80
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43155.00
459.00
27.65
42.77
416.23
A
USGS
3456991.00
43156.00
454.00
27.44
42.45
411.55
A
USGS
3456991.00
43157.00
429.00
27.49
42.53
386.47
A
USGS
3456991.00
43158.00
398.00
26.56
41.09
356.91
A
USGS
3456991.00
43159.00
391.00
28.58
44.21
346.79
A
USGS
3456991.00
43160.00
954.00
31.49
48.72
905.28
A
USGS
3456991.00
43161.00
758.00
28.40
43.93
714.07
A
USGS
3456991.00
43162.00
599.00
27.05
41.85
557.15
A
USGS
3456991.00
43163.00
539.00
27.28
42.20
496.80
A
USGS
3456991.00
43164.00
501.00
27.63
42.74
458.26
A
USGS
3456991.00
43165.00
510.00
28.64
44.31
465.69
A
USGS
3456991.00
43166.00
484.00
27.93
43.21
440.79
A
USGS
3456991.00
43167.00
434.00
26.32
40.72
393.28
A
USGS
3456991.00
43168.00
405.00
27.28
42.20
362.80
A
USGS
3456991.00
43169.00
392.00
27.68
42.82
349.18
A
USGS
3456991.00
43170.00
382.00
29.41
45.50
336.50
A
USGS
3456991.00
43171.00
467.00
29.33
45.37
421.63
A
USGS
3456991.00
43172.00
390.00
28.27
43.73
346.27
A
USGS
3456991.00
43173.00
369.00
27.34
42.29
326.71
A
USGS
3456991.00
43174.00
353.00
28.86
44.65
308.35
A
USGS
3456991.00
43175.00
339.00
28.84
44.62
294.38
A
USGS
3456991.00
43176.00
332.00
27.46
42.48
289.52
A
USGS
3456991.00
43177.00
335.00
26.22
40.56
294.44
A
USGS
3456991.00
43178.00
321.00
28.16
43.56
277.44
A
USGS
3456991.00
43179.00
367.00
27.33
42.28
324.72
A
USGS
3456991.00
43180.00
337.00
24.57
38.01
298.99
A
USGS
3456991.00
43181.00
313.00
23.39
36.18
276.82
A
USGS
3456991.00
43182.00
310.00
24.82
38.40
271.60
A
USGS
3456991.00
43183.00
305.00
29.71
45.96
259.04
A
USGS
3456991.00
43184.00
434.00
28.46
44.03
389.97
A
USGS
3456991.00
43185.00
353.00
27.59
42.68
310.32
A
USGS
3456991.00
43186.00
329.00
28.15
43.55
285.45
A
USGS
3456991.00
43187.00
323.00
28.05
43.39
279.61
A
USGS
3456991.00
43188.00
312.00
26.17
40.48
271.52
A
USGS
3456991.00
43189.00
374.00
25.10
38.83
335.17
A
USGS
3456991.00
43190.00
321.00
25.68
39.73
281.27
A
USGS
3456991.00
43191.00
307.00
27.67
42.81
264.19
A
USGS
3456991.00
43192.00
298.00
27.12
41.95
256.05
A
USGS
3456991.00
43193.00
287.00
27.29
42.22
244.78
A
USGS
3456991.00
43194.00
290.00
28.36
43.87
246.13
A
USGS
3456991.00
43195.00
270.00
26.99
41.75
228.25
A
USGS
3456991.00
43196.00
264.00
27.17
42.03
221.97
A
USGS
3456991.00
43197.00
336.00
28.95
44.79
291.21
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43198.00
301.00
27.32
42.26
258.74
A
USGS
3456991.00
43199.00
282.00
28.06
43.41
238.59
A
USGS
3456991.00
43200.00
273.00
27.55
42.62
230.38
A
USGS
3456991.00
43201.00
263.00
27.16
42.02
220.98
A
USGS
3456991.00
43202.00
255.00
28.40
43.93
211.07
A
USGS
3456991.00
43203.00
246.00
27.50
42.54
203.46
A
USGS
3456991.00
43204.00
239.00
27.57
42.65
196.35
A
USGS
3456991.00
43205.00
765.00
30.50
47.18
717.82
A
USGS
3456991.00
43206.00
906.00
28.13
43.52
862.48
A
USGS
3456991.00
43207.00
561.00
27.48
42.51
518.49
A
USGS
3456991.00
43208.00
488.00
28.45
44.01
443.99
A
USGS
3456991.00
43209.00
432.00
27.61
42.71
389.29
A
USGS
3456991.00
43210.00
400.00
28.36
43.87
356.13
A
USGS
3456991.00
43211.00
375.00
28.29
43.76
331.24
A
USGS
3456991.00
43212.00
355.00
28.17
43.58
311.42
A
USGS
3456991.00
43213.00
996.00
31.17
48.22
947.78
A
USGS
3456991.00
43214.00
3470.00
31.54
48.79
3421.21
A
USGS
3456991.00
43215.00
1530.00
27.86
43.10
1486.90
A
USGS
3456991.00
43216.00
1140.00
28.40
43.93
1096.07
A
USGS
3456991.00
43217.00
993.00
26.91
41.63
951.37
A
USGS
3456991.00
43218.00
819.00
25.78
39.88
779.12
A
USGS
3456991.00
43219.00
712.00
25.29
39.12
672.88
A
USGS
3456991.00
43220.00
642.00
25.96
40.16
601.84
A
USGS
3456991.00
43221.00
587.00
25.65
39.68
547.32
A
USGS
3456991.00
43222.00
542.00
26.45
40.92
501.08
A
USGS
3456991.00
43223.00
508.00
26.72
41.34
466.66
A
USGS
3456991.00
43224.00
476.00
28.67
44.35
431.65
A
USGS
3456991.00
43225.00
451.00
27.69
42.84
408.16
A
USGS
3456991.00
43226.00
451.00
27.95
43.24
407.76
A
USGS
3456991.00
43227.00
410.00
27.20
42.08
367.92
A
USGS
3456991.00
43228.00
397.00
28.25
43.70
353.30
A
USGS
3456991.00
43229.00
388.00
26.74
41.37
346.63
A
USGS
3456991.00
43230.00
361.00
27.35
42.31
318.69
A
USGS
3456991.00
43231.00
352.00
26.76
41.40
310.60
A
USGS
3456991.00
43232.00
333.00
27.48
42.51
290.49
A
USGS
3456991.00
43233.00
351.00
28.04
43.38
307.62
A
USGS
3456991.00
43234.00
317.00
27.31
42.25
274.75
A
USGS
3456991.00
43235.00
311.00
28.30
43.78
267.22
A
USGS
3456991.00
43236.00
723.00
32.23
49.86
673.14
A
USGS
3456991.00
43237.00
540.00
30.16
46.66
493.34
A
USGS
3456991.00
43238.00
1280.00
29.79
46.09
1233.91
A
USGS
3456991.00
43239.00
1010.00
28.30
43.78
966.22
A
USGS
3456991.00
43240.00
905.00
27.58
42.67
862.33
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43241.00
803.00
26.70
41.30
761.70
A
USGS
3456991.00
43242.00
667.00
28.60
44.24
622.76
A
USGS
3456991.00
43243.00
596.00
26.82
41.49
554.51
A
USGS
3456991.00
43244.00
532.00
27.79
42.99
489.01
A
USGS
3456991.00
43245.00
496.00
27.51
42.56
453.44
A
USGS
3456991.00
43246.00
614.00
28.19
43.61
570.39
A
USGS
3456991.00
43247.00
766.00
28.49
44.07
721.93
A
USGS
3456991.00
43248.00
1180.00
29.44
45.54
1134.46
A
USGS
3456991.00
43249.00
3770.00
29.69
45.93
3724.07
A
USGS
3456991.00
43250.00
3270.00
28.74
44.46
3225.54
A
USGS
3456991.00
43251.00
2660.00
28.57
44.20
2615.80
A
USGS
3456991.00
43252.00
1640.00
28.49
44.07
1595.93
A
USGS
3456991.00
43253.00
1270.00
27.97
43.27
1226.73
A
USGS
3456991.00
43254.00
1060.00
25.02
38.71
1021.29
A
USGS
3456991.00
43255.00
914.00
28.07
43.42
870.58
A
USGS
3456991.00
43256.00
779.00
27.86
43.10
735.90
A
USGS
3456991.00
43257.00
688.00
28.75
44.48
643.52
A
USGS
3456991.00
43258.00
619.00
28.13
43.52
575.48
A
USGS
3456991.00
43259.00
580.00
28.75
44.48
535.52
A
USGS
3456991.00
43260.00
537.00
28.26
43.72
493.28
A
USGS
3456991.00
43261.00
516.00
27.72
42.88
473.12
A
USGS
3456991.00
43262.00
589.00
28.15
43.55
545.45
A
USGS
3456991.00
43263.00
479.00
27.92
43.19
435.81
A
USGS
3456991.00
43264.00
445.00
27.96
43.25
401.75
A
USGS
3456991.00
43265.00
411.00
27.58
42.67
368.33
A
USGS
3456991.00
43266.00
380.00
27.10
41.92
338.08
A
USGS
3456991.00
43267.00
361.00
27.43
42.43
318.57
A
USGS
3456991.00
43268.00
364.00
28.24
43.69
320.31
A
USGS
3456991.00
43269.00
379.00
28.07
43.42
335.58
A
USGS
3456991.00
43270.00
335.00
28.11
43.49
291.51
A
USGS
3456991.00
43271.00
361.00
27.77
42.96
318.04
A
USGS
3456991.00
43272.00
313.00
26.73
41.35
271.65
A
USGS
3456991.00
43273.00
297.00
28.43
43.98
253.02
A
USGS
3456991.00
43274.00
274.00
28.15
43.55
230.45
A
USGS
3456991.00
43275.00
259.00
27.85
43.08
215.92
A
USGS
3456991.00
43276.00
262.00
28.99
44.85
217.15
A
USGS
3456991.00
43277.00
326.00
29.55
45.71
280.29
A
USGS
3456991.00
43278.00
348.00
28.84
44.62
303.38
A
USGS
3456991.00
43279.00
330.00
29.43
45.53
284.47
A
USGS
3456991.00
43280.00
288.00
27.76
42.94
245.06
A
USGS
3456991.00
43281.00
250.00
28.45
44.01
205.99
A
USGS
3456991.00
43282.00
233.00
28.29
43.76
189.24
A
USGS
3456991.00
43283.00
241.00
28.38
43.90
197.10
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43284.00
218.00
28.81
44.57
173.43
A
USGS
3456991.00
43285.00
212.00
30.05
46.49
165.51
A
USGS
3456991.00
43286.00
208.00
29.90
46.26
161.74
A
USGS
3456991.00
43287.00
213.00
30.58
47.31
165.69
A
USGS
3456991.00
43288.00
236.00
29.54
45.70
190.30
A
USGS
3456991.00
43289.00
235.00
28.31
43.80
191.20
A
USGS
3456991.00
43290.00
196.00
28.01
43.33
152.67
A
USGS
3456991.00
43291.00
180.00
26.71
41.32
138.68
A
USGS
3456991.00
43292.00
172.00
28.21
43.64
128.36
A
USGS
3456991.00
43293.00
210.00
28.31
43.80
166.20
A
USGS
3456991.00
43294.00
207.00
29.16
45.11
161.89
A
USGS
3456991.00
43295.00
213.00
29.74
46.01
166.99
A
USGS
3456991.00
43296.00
195.00
29.16
45.11
149.89
A
USGS
3456991.00
43297.00
191.00
29.24
45.23
145.77
A
USGS
3456991.00
43298.00
202.00
28.68
44.37
157.63
A
USGS
3456991.00
43299.00
188.00
28.53
44.14
143.86
A
USGS
3456991.00
43300.00
162.00
29.20
45.17
116.83
A
USGS
3456991.00
43301.00
158.00
29.76
46.04
111.96
A
USGS
3456991.00
43302.00
186.00
29.78
46.07
139.93
A
USGS
3456991.00
43303.00
167.00
29.07
44.97
122.03
A
USGS
3456991.00
43304.00
154.00
29.87
46.21
107.79
A
USGS
3456991.00
43305.00
166.00
29.18
45.14
120.86
A
USGS
3456991.00
43306.00
168.00
28.53
44.14
123.86
A
USGS
3456991.00
43307.00
176.00
28.04
43.38
132.62
A
USGS
3456991.00
43308.00
149.00
28.37
43.89
105.11
A
USGS
3456991.00
43309.00
140.00
28.32
43.81
96.19
A
USGS
3456991.00
43310.00
133.00
28.26
43.72
89.28
A
USGS
3456991.00
43311.00
133.00
28.43
43.98
89.02
A
USGS
3456991.00
43312.00
139.00
29.50
45.64
93.36
A
USGS
3456991.00
43313.00
206.00
30.95
47.88
158.12
A
USGS
3456991.00
43314.00
548.00
31.98
49.47
498.53
A
USGS
3456991.00
43315.00
1020.00
31.11
48.13
971.87
A
USGS
3456991.00
43316.00
592.00
28.91
44.72
547.28
A
USGS
3456991.00
43317.00
461.00
29.06
44.96
416.04
A
USGS
3456991.00
43318.00
366.00
30.49
47.17
318.83
A
USGS
3456991.00
43319.00
336.00
28.54
44.15
291.85
A
USGS
3456991.00
43320.00
295.00
29.68
45.91
249.09
A
USGS
3456991.00
43321.00
345.00
29.99
46.39
298.61
A
USGS
3456991.00
43322.00
340.00
30.02
46.44
293.56
A
USGS
3456991.00
43323.00
318.00
28.76
44.49
273.51
A
USGS
3456991.00
43324.00
265.00
28.81
44.57
220.43
A
USGS
3456991.00
43325.00
235.00
28.95
44.79
190.21
A
USGS
3456991.00
43326.00
214.00
28.62
44.28
169.72
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43327.00
201.00
28.60
44.24
156.76
A
USGS
3456991.00
43328.00
190.00
28.21
43.64
146.36
A
USGS
3456991.00
43329.00
179.00
28.17
43.58
135.42
A
USGS
3456991.00
43330.00
174.00
28.80
44.55
129.45
A
USGS
3456991.00
43331.00
177.00
28.18
43.59
133.41
A
USGS
3456991.00
43332.00
165.00
27.25
42.16
122.84
A
USGS
3456991.00
43333.00
233.00
28.82
44.58
188.42
A
USGS
3456991.00
43334.00
179.00
30.63
47.38
131.62
A
USGS
3456991.00
43335.00
161.00
28.29
43.76
117.24
A
USGS
3456991.00
43336.00
149.00
28.44
44.00
105.00
A
USGS
3456991.00
43337.00
142.00
28.31
43.80
98.20
A
USGS
3456991.00
43338.00
139.00
28.18
43.59
95.41
A
USGS
3456991.00
43339.00
135.00
28.61
44.26
90.74
A
USGS
3456991.00
43340.00
131.00
28.10
43.47
87.53
A
USGS
3456991.00
43341.00
126.00
27.50
42.54
83.46
A
USGS
3456991.00
43342.00
139.00
27.69
42.84
96.16
A
USGS
3456991.00
43343.00
132.00
26.95
41.69
90.31
A
USGS
3456991.00
43344.00
120.00
27.33
42.28
77.72
A
USGS
3456991.00
43345.00
115.00
28.02
43.35
71.65
A
USGS
3456991.00
43346.00
116.00
27.68
42.82
73.18
A
USGS
3456991.00
43347.00
113.00
26.66
41.24
71.76
A
USGS
3456991.00
43348.00
121.00
26.75
41.38
79.62
A
USGS
3456991.00
43349.00
132.00
27.71
42.87
89.13
A
USGS
3456991.00
43350.00
113.00
26.44
40.90
72.10
A
USGS
3456991.00
43351.00
108.00
25.86
40.01
67.99
A
USGS
3456991.00
43352.00
106.00
26.33
40.73
65.27
A
USGS
3456991.00
43353.00
108.00
28.86
44.65
63.35
A
USGS
3456991.00
43354.00
121.00
30.58
47.31
73.69
A
USGS
3456991.00
43355.00
121.00
29.95
46.33
74.67
A
USGS
3456991.00
43356.00
123.00
28.85
44.63
78.37
A
USGS
3456991.00
43357.00
116.00
29.00
44.86
71.14
A
USGS
3456991.00
43358.00
105.00
28.47
44.04
60.96
A
USGS
3456991.00
43359.00
1870.00
36.14
55.91
1814.09
A
USGS
3456991.00
43360.00
1080.00
32.47
50.23
1029.77
A
USGS
3456991.00
43361.00
524.00
28.27
43.73
480.27
A
USGS
3456991.00
43362.00
383.00
28.76
44.49
338.51
A
USGS
3456991.00
43363.00
318.00
27.73
42.90
275.10
A
USGS
3456991.00
43364.00
278.00
28.63
44.29
233.71
A
USGS
3456991.00
43365.00
245.00
27.76
42.94
202.06
A
USGS
3456991.00
43366.00
225.00
27.17
42.03
182.97
A
USGS
3456991.00
43367.00
208.00
27.56
42.64
165.36
A
USGS
3456991.00
43368.00
267.00
29.26
45.27
221.73
A
USGS
3456991.00
43369.00
248.00
27.88
43.13
204.87
A

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43370.00
259.00
28.24
43.69
215.31
A
USGS
3456991.00
43371.00
333.00
27.39
42.37
290.63
A
USGS
3456991.00
43372.00
240.00
27.65
42.77
197.23
A
USGS
3456991.00
43373.00
380.00
29.27
45.28
334.72
A
USGS
3456991.00
43374.00
315.00
27.80
43.01
271.99
A
USGS
3456991.00
43375.00
264.00
27.69
42.84
221.16
A
USGS
3456991.00
43376.00
240.00
27.34
42.29
197.71
A
USGS
3456991.00
43377.00
223.00
28.21
43.64
179.36
A
USGS
3456991.00
43378.00
209.00
27.86
43.10
165.90
A
USGS
3456991.00
43379.00
203.00
28.80
44.55
158.45
A
USGS
3456991.00
43380.00
198.00
28.29
43.76
154.24
A
USGS
3456991.00
43381.00
187.00
29.08
44.99
142.01
A
USGS
3456991.00
43382.00
183.00
27.64
42.76
140.24
A
USGS
3456991.00
43383.00
452.00
27.06
41.86
410.14
A
USGS
3456991.00
43384.00
3450.00
31.18
48.24
3401.76
A
USGS
3456991.00
43385.00
1200.00
27.51
42.56
1157.44
A
USGS
3456991.00
43386.00
771.00
27.04
41.83
729.17
A
USGS
3456991.00
43387.00
612.00
29.19
45.16
566.84
A
USGS
3456991.00
43388.00
525.27
30.14
46.63
478.64
USGS
3456991.00
43389.00
480.50
31.67
48.99
431.51
USGS
3456991.00
43390.00
530.67
29.36
45.42
485.25
USGS
3456991.00
43391.00
414.11
27.81
43.02
371.09
USGS
3456991.00
43392.00
373.75
27.41
42.40
331.35
USGS
3456991.00
43393.00
347.75
28.53
44.14
303.61
USGS
3456991.00
43394.00
318.11
27.68
42.82
275.29
USGS
3456991.00
43395.00
300.91
27.53
42.59
258.32
USGS
3456991.00
43396.00
286.40
27.51
42.56
243.84
USGS
3456991.00
43397.00
271.60
27.34
42.29
229.31
USGS
3456991.00
43398.00
345.23
27.60
42.70
302.53
USGS
3456991.00
43399.00
608.00
29.76
46.04
561.96
USGS
3456991.00
43400.00
532.70
28.35
43.86
488.84
USGS
3456991.00
43401.00
405.09
26.34
40.75
364.35
USGS
3456991.00
43402.00
360.63
27.88
43.13
317.49
USGS
3456991.00
43403.00
334.02
26.80
41.46
292.56
USGS
3456991.00
43404.00
316.14
27.00
41.77
274.37
USGS
3456991.00
43405.00
312.86
28.43
43.98
268.88
USGS
3456991.00
43406.00
417.60
29.19
45.16
372.45
USGS
3456991.00
43407.00
358.33
28.01
43.33
315.00
USGS
3456991.00
43408.00
312.99
27.68
42.82
270.17
USGS
3456991.00
43409.00
331.54
28.77
44.51
287.03
USGS
3456991.00
43410.00
435.19
28.78
44.52
390.66
USGS
3456991.00
43411.00
374.11
27.79
42.99
331.12
USGS
3456991.00
43412.00
336.73
28.03
43.36
293.37

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43413.00
368.80
29.04
44.92
323.88
USGS
3456991.00
43414.00
361.32
28.40
43.93
317.39
USGS
3456991.00
43415.00
320.50
27.83
43.05
277.45
USGS
3456991.00
43416.00
641.00
30.12
46.60
594.40
USGS
3456991.00
43417.00
961.86
29.69
45.93
915.93
USGS
3456991.00
43418.00
686.50
28.41
43.95
642.55
USGS
3456991.00
43419.00
1535.96
31.88
49.32
1486.64
USGS
3456991.00
43420.00
1084.71
28.13
43.52
1041.19
USGS
3456991.00
43421.00
848.07
27.77
42.96
805.11
USGS
3456991.00
43422.00
715.71
27.67
42.81
672.90
USGS
3456991.00
43423.00
616.79
28.35
43.86
572.93
USGS
3456991.00
43424.00
553.32
27.06
41.86
511.46
USGS
3456991.00
43425.00
490.90
26.94
41.68
449.22
USGS
3456991.00
43426.00
447.95
26.70
41.30
406.64
USGS
3456991.00
43427.00
416.67
27.62
42.73
373.94
USGS
3456991.00
43428.00
839.25
28.03
43.36
795.89
USGS
3456991.00
43429.00
606.46
27.49
42.53
563.93
USGS
3456991.00
43430.00
527.33
27.16
42.02
485.32
USGS
3456991.00
43431.00
476.17
25.59
39.59
436.58
USGS
3456991.00
43432.00
435.34
26.82
41.49
393.85
USGS
3456991.00
43433.00
411.75
27.73
42.90
368.85
USGS
3456991.00
43434.00
413.02
28.76
44.49
368.53
USGS
3456991.00
43435.00
585.85
29.24
45.23
540.62
USGS
3456991.00
43436.00
650.28
27.77
42.96
607.32
USGS
3456991.00
43437.00
492.67
26.45
40.92
451.75
USGS
3456991.00
43438.00
449.84
27.03
41.82
408.03
USGS
3456991.00
43439.00
419.32
27.35
42.31
377.01
USGS
3456991.00
43440.00
391.25
27.07
41.88
349.37
USGS
3456991.00
43441.00
375.63
28.22
43.66
331.97
USGS
3456991.00
43442.00
373.18
27.77
42.96
330.22
USGS
3456991.00
43443.00
440.76
28.27
43.73
397.03
USGS
3456991.00
43444.00
402.26
28.88
44.68
357.58
USGS
3456991.00
43445.00
367.69
28.16
43.56
324.12
USGS
3456991.00
43446.00
347.69
27.99
43.30
304.39
USGS
3456991.00
43447.00
343.69
28.08
43.44
300.25
USGS
3456991.00
43448.00
661.48
28.12
43.50
617.98
USGS
3456991.00
43449.00
1380.31
28.75
44.48
1335.84
USGS
3456991.00
43450.00
1052.42
29.58
45.76
1006.66
USGS
3456991.00
43451.00
851.58
28.52
44.12
807.46
USGS
3456991.00
43452.00
738.39
29.34
45.39
693.00
USGS
3456991.00
43453.00
651.20
28.86
44.65
606.55
USGS
3456991.00
43454.00
1033.01
29.94
46.32
986.69
USGS
3456991.00
43455.00
1978.96
31.09
48.10
1930.86

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
USGS
3456991.00
43456.00
1376.15
28.72
44.43
1331.72
USGS
3456991.00
43457.00
1081.67
28.21
43.64
1038.03
USGS
3456991.00
43458.00
954.07
27.48
42.51
911.56
USGS
3456991.00
43459.00
827.93
27.53
42.59
785.34
USGS
3456991.00
43460.00
743.48
27.14
41.99
701.49
USGS
3456991.00
43461.00
688.40
31.67
48.99
639.40
USGS
3456991.00
43462.00
6080.74
36.38
56.28
6024.46
USGS
3456991.00
43463.00
2415.42
27.85
43.08
2372.33
USGS
3456991.00
43464.00
1655.63
26.50
41.00
1614.63
USGS
3456991.00
43465.00
1358.23
27.01
41.78
1316.44
USGS
3456991.00
43466.00
1248.85
26.21
40.55
1208.31
USGS
3456991.00
43467.00
1046.98
26.85
41.54
1005.44
USGS
3456991.00
43468.00
1184.06
30.80
47.65
1136.41
USGS
3456991.00
43469.00
1154.58
29.96
46.35
1108.24
USGS
3456991.00
43470.00
1224.90
28.91
44.72
1180.17
USGS
3456991.00
43471.00
1004.57
27.91
43.18
961.40
USGS
3456991.00
43472.00
910.40
28.12
43.50
866.89
USGS
3456991.00
43473.00
839.93
27.41
42.40
797.52
USGS
3456991.00
43474.00
769.26
27.21
42.09
727.17
USGS
3456991.00
43475.00
699.65
30.02
46.44
653.20
USGS
3456991.00
43476.00
644.23
29.07
44.97
599.26
USGS
3456991.00
43477.00
611.32
30.48
47.15
564.17
USGS
3456991.00
43478.00
853.09
31.52
48.76
804.33
USGS
3456991.00
43479.00
679.55
30.71
47.51
632.04
43480.00
618.06
29.38
45.45
572.61
43481.00
577.72
28.71
44.41
533.30
43482.00
554.84
29.82
46.13
508.71
43483.00
541.74
29.10
45.02
496.72
43484.00
566.46
30.18
46.69
519.77
43485.00
1111.80
29.95
46.33
1065.47
43486.00
704.64
29.19
45.16
659.48
43487.00
644.55
29.02
44.89
599.66
43488.00
670.47
29.94
46.32
624.15
43489.00
1801.40
29.51
45.65
1755.74
43490.00
1086.97
29.23
45.22
1041.75
43491.00
916.54
29.20
45.17
871.37
43492.00
822.84
30.66
47.43
775.41
43493.00
749.55
29.81
46.12
703.44
43494.00
693.42
28.50
44.09
649.33
43495.00
614.63
28.72
44.43
570.20
43496.00
565.36
29.57
45.74
519.62
43497.00
539.93
29.13
45.06
494.86
43498.00
512.40
27.22
42.11
470.29

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43499.00
489.94
29.13
45.06
444.87
43500.00
465.51
29.49
45.62
419.89
43501.00
448.19
27.58
42.67
405.52
43502.00
432.55
27.65
42.77
389.78
43503.00
430.92
29.83
46.15
384.77
43504.00
418.33
30.97
47.91
370.42
43505.00
378.13
28.12
43.50
334.62
43506.00
355.64
29.54
45.70
309.94
43507.00
457.80
31.64
48.95
408.86
43508.00
674.86
31.43
48.62
626.24
43509.00
761.30
29.42
45.51
715.79
43510.00
531.92
29.72
45.98
485.94
43511.00
489.14
29.25
45.25
443.89
43512.00
590.82
30.39
47.01
543.81
43513.00
544.21
30.99
47.94
496.27
43514.00
1283.16
30.32
46.91
1236.25
43515.00
900.97
29.98
46.38
854.59
43516.00
1380.21
29.63
45.84
1334.37
43517.00
2004.79
31.52
48.76
1956.03
43518.00
2761.67
31.35
48.50
2713.17
43519.00
2162.81
30.74
47.55
2115.26
43520.00
2234.69
28.69
44.38
2190.30
43521.00
1610.83
29.06
44.96
1565.88
43522.00
1321.15
27.47
42.50
1278.65
43523.00
1151.25
27.11
41.94
1109.31
43524.00
1023.04
27.50
42.54
980.50
43525.00
1007.78
28.11
43.49
964.30
43526.00
920.89
27.69
42.84
878.05
43527.00
919.09
27.43
42.43
876.66
43528.00
946.48
27.21
42.09
904.39
43529.00
805.27
27.91
43.18
762.09
43530.00
722.70
26.53
41.04
681.66
43531.00
670.44
26.82
41.49
628.95
43532.00
677.10
28.25
43.70
633.40
43533.00
752.22
28.36
43.87
708.35
43534.00
856.28
27.99
43.30
812.98
43535.00
714.88
28.59
44.23
670.65
43536.00
649.59
27.36
42.33
607.27
43537.00
599.53
28.21
43.64
555.89
43538.00
564.17
29.03
44.91
519.26
43539.00
932.29
30.50
47.18
885.11
43540.00
743.92
29.66
45.88
698.03
43541.00
646.81
27.88
43.13
603.68

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43542.00
594.52
28.42
43.97
550.56
43543.00
550.21
27.44
42.45
507.76
43544.00
518.08
27.07
41.88
476.21
43545.00
493.44
27.88
43.13
450.31
43546.00
471.98
28.23
43.67
428.31
43547.00
437.53
27.66
42.79
394.74
43548.00
417.58
27.59
42.68
374.90
43549.00
403.77
28.83
44.60
359.17
43550.00
415.75
26.94
41.68
374.07
43551.00
380.16
27.95
43.24
336.92
43552.00
361.88
27.58
42.67
319.21
43553.00
348.13
28.36
43.87
304.25
43554.00
340.06
27.84
43.07
296.99
43555.00
382.64
29.34
45.39
337.25
43556.00
334.25
28.89
44.69
289.56
43557.00
319.75
29.26
45.27
274.48
43558.00
310.58
27.66
42.79
267.79
43559.00
302.23
29.44
45.54
256.69
43560.00
327.16
28.15
43.55
283.61
43561.00
314.46
27.62
42.73
271.73
43562.00
295.44
27.71
42.87
252.57
43563.00
325.98
29.40
45.48
280.50
43564.00
550.74
30.51
47.20
503.54
43565.00
383.13
26.92
41.65
341.48
43566.00
349.08
29.44
45.54
303.54
43567.00
386.64
28.36
43.87
342.76
43568.00
390.61
29.20
45.17
345.44
43569.00
1472.21
30.85
47.72
1424.48
43570.00
1508.33
28.40
43.93
1464.40
43571.00
906.19
27.75
42.93
863.26
43572.00
742.70
28.30
43.78
698.92
43573.00
634.20
28.63
44.29
589.91
43574.00
3569.95
35.40
54.76
3515.18
43575.00
2208.75
30.95
47.88
2160.87
43576.00
1413.96
29.07
44.97
1368.99
43577.00
1132.40
28.40
43.93
1088.46
43578.00
968.91
29.20
45.17
923.73
43579.00
858.69
28.68
44.37
814.32
43580.00
778.90
30.21
46.73
732.16
43581.00
725.76
28.25
43.70
682.06
43582.00
641.60
28.11
43.49
598.12
43583.00
582.48
27.52
42.57
539.91
43584.00
540.38
28.86
44.65
495.73

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43585.00
503.41
28.15
43.55
459.86
43586.00
474.08
28.68
44.37
429.72
43587.00
448.32
30.10
46.56
401.76
43588.00
427.91
28.83
44.60
383.31
43589.00
472.31
30.13
46.61
425.70
43590.00
674.32
29.16
45.11
629.21
43591.00
519.61
29.64
45.85
473.76
43592.00
444.39
28.74
44.46
399.92
43593.00
416.85
28.60
44.24
372.61
43594.00
395.72
30.46
47.12
348.60
43595.00
374.07
29.53
45.68
328.39
43596.00
913.48
31.08
48.08
865.40
43597.00
942.25
30.33
46.92
895.33
43598.00
716.31
29.24
45.23
671.08
43599.00
589.13
27.54
42.60
546.52
43600.00
526.34
29.97
46.36
479.98
43601.00
482.17
28.93
44.75
437.41
43602.00
455.10
29.04
44.92
410.18
43603.00
419.00
29.11
45.03
373.97
43604.00
390.93
29.59
45.78
345.15
43605.00
364.38
30.16
46.66
317.72
43606.00
341.26
29.92
46.29
294.97
43607.00
324.45
28.62
44.28
280.17
43608.00
323.91
27.96
43.25
280.65
43609.00
302.08
26.76
41.40
260.69
43610.00
287.80
27.45
42.47
245.34
43611.00
276.70
27.12
41.95
234.74
43612.00
260.71
26.86
41.55
219.16
43613.00
250.24
27.48
42.51
207.73
43614.00
238.78
28.15
43.55
195.23
43615.00
230.25
28.93
44.75
185.50
43616.00
219.28
29.33
45.37
173.91
43617.00
213.54
28.31
43.80
169.75
43618.00
207.50
28.06
43.41
164.09
43619.00
203.84
28.87
44.66
159.18
43620.00
195.85
27.80
43.01
152.85
43621.00
198.95
29.57
45.74
153.20
43622.00
198.30
30.10
46.56
151.74
43623.00
239.81
31.53
48.78
191.04
43624.00
385.26
30.91
47.82
337.44
43625.00
560.44
31.99
49.49
510.95
43626.00
896.94
32.14
49.72
847.22
43627.00
467.95
29.63
45.84
422.11

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43628.00
337.67
28.41
43.95
293.72
43629.00
294.97
28.28
43.75
251.22
43630.00
263.89
28.50
44.09
219.80
43631.00
243.47
29.08
44.99
198.48
43632.00
228.27
28.75
44.48
183.79
43633.00
217.92
30.76
47.59
170.33
43634.00
430.08
29.34
45.39
384.69
43635.00
461.70
30.32
46.91
414.79
43636.00
329.60
29.41
45.50
284.11
43637.00
285.77
28.64
44.31
241.46
43638.00
313.64
28.94
44.77
268.87
43639.00
301.76
28.37
43.89
257.87
43640.00
290.44
28.99
44.85
245.59
43641.00
291.10
30.16
46.66
244.45
43642.00
248.77
29.16
45.11
203.66
43643.00
226.27
29.29
45.31
180.96
43644.00
212.79
29.03
44.91
167.88
43645.00
200.70
28.78
44.52
156.18
43646.00
193.67
28.85
44.63
149.04
43647.00
184.29
28.91
44.72
139.57
43648.00
178.58
30.42
47.06
131.52
43649.00
172.25
28.55
44.17
128.08
43650.00
210.95
29.36
45.42
165.53
43651.00
374.40
30.08
46.53
327.86
43652.00
263.05
28.25
43.70
219.35
43653.00
215.10
29.26
45.27
169.84
43654.00
201.57
27.18
42.05
159.53
43655.00
179.29
28.79
44.54
134.75
43656.00
174.63
29.56
45.73
128.90
43657.00
182.96
28.56
44.18
138.78
43658.00
208.51
29.84
46.16
162.35
43659.00
230.82
28.59
44.23
186.59
43660.00
330.78
28.61
44.26
286.52
43661.00
215.85
29.26
45.27
170.59
43662.00
190.26
28.35
43.86
146.40
43663.00
170.96
28.63
44.29
126.67
43664.00
186.07
28.49
44.07
142.00
43665.00
164.42
28.32
43.81
120.61
43666.00
156.00
28.26
43.72
112.28
43667.00
150.00
28.04
43.38
106.62
43668.00
146.17
21.23
32.84
113.32
43669.00
292.55
28.40
43.93
248.62
43670.00
237.14
29.17
45.13
192.01

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43671.00
169.88
28.26
43.72
126.16
43672.00
152.21
28.22
43.66
108.55
43673.00
145.65
28.95
44.79
100.86
43674.00
139.83
28.47
44.04
95.79
43675.00
132.88
28.76
44.49
88.38
43676.00
146.09
29.48
45.61
100.49
43677.00
148.49
29.51
45.65
102.84
43678.00
173.72
29.17
45.13
128.59
43679.00
154.77
27.88
43.13
111.64
43680.00
141.53
28.28
43.75
97.78
43681.00
136.36
28.60
44.24
92.12
43682.00
160.73
29.16
45.11
115.62
43683.00
137.72
28.21
43.64
94.08
43684.00
125.33
28.45
44.01
81.32
43685.00
115.69
29.01
44.88
70.81
43686.00
110.32
28.95
44.79
65.54
43687.00
110.58
28.57
44.20
66.39
43688.00
118.71
28.69
44.38
74.32
43689.00
108.46
29.19
45.16
63.30
43690.00
103.19
30.73
47.54
55.65
43691.00
107.66
30.14
46.63
61.03
43692.00
118.36
28.86
44.65
73.72
43693.00
101.22
27.57
42.65
58.57
43694.00
98.31
27.00
41.77
56.54
43695.00
93.38
28.37
43.89
49.49
43696.00
100.70
29.17
45.13
55.57
43697.00
115.68
27.96
43.25
72.42
43698.00
94.75
30.68
47.46
47.29
43699.00
90.66
31.82
49.23
41.43
43700.00
231.91
32.68
50.56
181.35
43701.00
159.04
29.24
45.23
113.81
43702.00
162.78
29.53
45.68
117.10
43703.00
122.02
29.89
46.24
75.78
43704.00
129.31
29.28
45.30
84.02
43705.00
137.35
29.01
44.88
92.48
43706.00
110.26
29.51
45.65
64.61
43707.00
98.00
29.74
46.01
51.99
43708.00
91.36
29.82
46.13
45.23
43709.00
87.34
29.96
46.35
40.99
43710.00
85.30
29.21
45.19
40.11
43711.00
84.51
28.85
44.63
39.88
43712.00
81.68
29.33
45.37
36.31
43713.00
76.66
29.26
45.27
31.40

ATTACHMENT 2
agency_cd
site_no
datetime
PIGEON RI`
Mill Flow
AFTER REN
87987_00(
5s
15s
20d
14n
(mgd
(cfs)
10s
43714.00
73.49
30.04
46.47
27.02
43715.00
69.10
29.26
45.27
23.83
43716.00
67.04
30.00
46.41
20.63
43717.00
66.18
30.81
47.66
18.52
43718.00
64.10
27.61
42.71
21.39
43719.00
68.01
28.29
43.76
24.24
43720.00
69.91
27.83
43.05
26.85
43721.00
72.37
28.64
44.31
28.07
43722.00
114.66
31.22
48.30
66.36
43723.00
132.68
30.50
47.18
85.49
43724.00
83.73
30.11
46.58
37.15
43725.00
68.80
29.58
45.76
23.04
43726.00
66.05
29.73
45.99
20.06
43727.00
68.33
0.00
68.33
43728.00
67.35
0.00
67.35
43729.00
65.95
0.00
65.95
43730.00
64.63
0.00
64.63
43731.00
61.37
0.00
61.37
43732.00
59.65
0.00
59.65
43733.00
58.84
0.00
58.84
43734.00
58.76
0.00
58.76
43735.00
59.23
0.00
59.23
43736.00
79.57
0.00
79.57
43737.00
159.40
0.00
159.40
43738.00
106.43
0.00
106.43
43739.00
92.08
0.00
92.08
43740.00
78.26
0.00
78.26

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 3
TOWN OF CANTON - POPULATION AND WATER USE GROWTH
ESTIMATES

9/16/2019 1:55:33 PM
TOWN OF CANTON
Rate Code
Accounts Count By Rate Code
Rate Description
Page 1 Of 1
Count 4 cJ- u4
Cl
C10
C11
C12
C2
C3
C4
C5
C7
C8
GCIN
GRIN
SCCM
SCHI
SCHO
SCIN
SCOT
SIIN
SIOT
SRIN
SROT
WBCM
WBLU
WCCM
WCHI
WCHO
WCIN
WCLY
WCOT
WEMI
WEMO
WIIN
WIOT
WRIN
WROT
W
S
G
G
S
G
G
S
G
G
GARBAGE COM. INSIDE
GARBG. RES. INSIDE
SEWER COMM COMPOUND METER
SEWER CHURCH INSIDE
SEWER CHURCH OUTSIDE
S EWER COM. INSIDE
S EWER COM. OUTSIDE
S EWER INST. INSIDE
SEWER INST. OUTSIDE
SEWER RES. INSIDE
SEWER RES. OUTSIDE
WATER BLUE RIDGE COMP METER
WATER BLUE RIDGE
WATER COMMERCIAL COMPUND METER
WATER CHURCH INSIDE
WATER CHURCH OUTSIDE
WATER COM. INSIDE
WATER TOWN OF CLYDE
WATER COM. OUTSIDE
WATER EMPLOYEE IN
WATER EMPLOYEE OUT
WATER INST. INSIDE
WATER INST. OUTSIDE
WATER RES. INSIDE
WATER RES. OUTSIDE
1
1
1
6
1
1
19
21
2
5
1
1604
5
18
3
177
17
14
1
1808
257
1
15
5
18
11
190
1
37
9
7
18
1
1834
1241
Total Count: 7351

John Michael Corn
From: Parvez, Kairas <[e-mail]>
Sent: Tuesday, September 24, 2019 10:39 AM
To: John Michael Corn
Subject: FW: Wastewater discharge to Evergreen
In case you did not get it from Bob. Is this everything you needed from Town of Canton?
Kairas
From: Jason Burrell <[e-mail]>
Sent: Tuesday, September 24, 2019 9:32 AM
To: Parvez. Kairas <[e-mail]>
Cc:
Subject: Re: Wastewater discharge to Evergreen
Average customer consumption (commercial, industrial and residential) range in the area of 26-27 million
gallons/month.
Jason Burrell
Town Manager & Econ Dev Director
Town of Canton
58 Park Street
Canton, NC 28716
0: [phone]
C: [phone]
[e-mail]
On Sep 24, 2019, at 8:16 AM, Parvez, Kairas <[e-mail]> wrote:
Thanks!
From: Jason Burrell <[e-mail]>
Sent: Monday, September 23, 2019 4:57 PM
To: Parvez, Kairas <[e-mail]>
Subject: Fwd: Wastewater discharge to Evergreen
Kairas,
See below. Also, as I mentioned in the email, I will confirm the average end customer usage data
and average gallons per month we bill for when I get in at 7:30am but will send that info on to
you both.
Jason Burrell
Town Manager & Econ Dev Director
Town of Canton
i

58 Park Street
Canton, NC 28716
0: [phone]
C: [phone]
jason@a cantonnc.com
Begin forwarded message:
From: Jason Burrell <[e-mail]>
To:
Subject: Re: Wastewater discharge to Evergreen
Bob,
Hope you are well. I am currently in Atlanta but I just saw where Kairas had left
me a voicemail. My filter plant operator was on vacation i had to wait for him to
get back to gather water numbers. Based on water filtration, our filter plant is
theoretically rated to treat 4 MGD of water from the Pigeon. In "Finished Water"
we average approximately 1.3 MGD and in terms of a "Raw Water Intake" we
pull approximately 1.5-1.6 MGD.
I did have my utility clerk determine the average billed for consumption but I will
have to hunt down that figure tomorrow when I get back to the office. I will send
it to you in the morning.
Let me know anything else I am missing that we discussed providing you all that
could be helpful.
Jason Burrell
Town Manager & Econ Dev Director
Town of Canton
58 Park Street
Canton, NC 28716
0: [phone]
C: [phone]
[e-mail]
2

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 4
SCRUBBER ADDITION

John Michael Corn
From: Parvez, Kairas <[e-mail]>
Sent: Monday, September 16, 2019 8:15 AM
To: bob stein; John Michael Corn; Paul Marotta; Billy Clarke
Subject: FW: Utility Water Flow changes to Mill Baseline
Attachments: Utility Mill Water Flow Changes 2019.xlsx
Data from Scott I inadvertently forgot to forward to you folks.
Kairas
From: Bragg, Scott <[e-mail]>
Sent: Tuesday, September 10, 2019 4:01 PM
To: Parvez, Kairas <[e-mail]>
Cc: Ferguson, Michael P. <[e-mail]>; Willis, Tracy <[e-mail]>
Subject: Utility Water Flow changes to Mill Baseline
This is what I have summarized so far as known changes to the Mill Effluent Total
• New Scrubbers added last (2018) year to RC and NO4 Boiler
• Bark Boiler scrubber operation requiring additional flow to sewer after targeting SO2 removal and higher pH
• River Traveling Screens were required to go to WTP vs returning leaves and river water back to river
• Sludge Removal at the HFP has been stopped to try and meet our existing permit (need to put back into service)
• Desilicizer system was added to boiler water makeup system (added regenerations / backwashes)
Pinch system was added but I am not aware of any sewer contributions
Below I summarize about 1 MGD increase. Let me know if this is what we need for the upcoming flow discussion.

NI III Water Flow Chang
New Spray Tower Scrubbers added to Riley Coal and No.4 Power Boller
Each Scrubber has a blowdown design of
CiPM
Added process venter requirements - Riley Goal Boller
WO
Added process lovater requirements - No,4 Power Boller
WO
Bark Boller scrubber blowdown has increased 103 gpm to maintain compliance opt oral parlor mama
Burk Boller Scrubber Flow Increase
River intake trnveMi screen water r eqI red to be processed vs returning to rive r<I i 7
Average Glnrlvnc flow (used movers Ira 1 day to mal ntnl n 5ettl I rrg!nisi rr
HFP Flov frorr C Jr vac. s.udge re'rro a
Added Deall1c1:er System
Bic !twist' and Regrreratlon
66
Tote
393
O9

Scott Bragg
Utility Area Manager
Evergreen Packaging 1175 Main Street I Canton, NC 28786
[e-mail]
Office: 828 646-2534
Cell 828 329-0314
Fax [phone]
DISCLAIMER: This electronic message together with any attachments is confidential. If you are not the intended recipient, do not copy, disclose or use the
contents in any way. Please also advise us by return e-mail that you have received the message and then please destroy. The sender is not responsible for any
changes made to this message and / or any attachments after the message and attachments are initial sent. We use virus scanning software but exclude all
liability for viruses or anything similar in this email or any attachment.
RLSAutogeneratedDisclaimer
3

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 5
PAPER MACHINE FOOD SAFETY

John Michael Corn
From: Meyer, Daniel <[e-mail]>
Sent: Tuesday, September 24, 2019 9:25 AM
To: Parvez, Kairas; Willis, Tracy; Bragg, Scott; Williams, Luke
Cc: Claypool, Matthew S.; Ferguson, Michael P.; Clary, James; John Michael Corn
Subject: RE: Update - Draft
5. Production Quality
a. 19 and 20 lines were mentioned as leading to increased water
The data below show annual average flow rates for various parameters, including:
• Measured sewer flows from the paper machines (No. 1 Sewer includes Nos. 11 and 12 Machines, as well as other downstream
contributors; I believe Riley Coal scrubber may discharge to this sewer and the timing and magnitude of its impact need to be
kept in mind)
• Measured fresh water flows to the paper machines (intended as supporting information — sewer flow would be expected to be a
more direct measurement affecting SE flow, but fresh water information may/may not prove useful)
• Waste Treatment Plant secondary effluent flow
A broad look at the overall (2019 vs 2010) change in sewer flow (+2.9 MGD) and the WTP SE flow (+3.0 MGD) supports close
examination of these processes in our investigation/discussion. I'd caution against quick interpretation of this correlation as an exclusive
explanation for the increased SE flow. For example, did the timing of the year -over -year increases correspond as well as the overall
numbers, and what does that tell us? As I'll note in section b, there are a few other dynamics and components behind these numbers
that may need to be considered. That said, perhaps these data well support the flow impact of changes in products/quality over the past
several years. Or perhaps physical flow routes have been changed that have affected the flow measurements without having a true net
effect on the flow.
i

Corm:orison of Annual Avow. slue%
51801uro€l Sewer Flom f orn Piper Er hi ef:
Frie ersd
Row Labels
2010
2011
,average of FLOW -
Average of 19 Swr Average of 20 Swr Average of No. 1 TOTAL PAPER Iu1L
Flow Flow Swr Flow SEWER
Average of No. 11 Average of No
MC Fresh Water MC Fresh Wa
Flow Flow
0.0 'I 9
1.1 - - 10
2012
2013
2014
2016
2011
2017
2010
2019
3
0.6
4.0
0o
3.7
'.6
4.3
9.6
3.9
'.6
4.3
9.9
4.4
'i0
4.6
9.0
4.4
'i0
4.0
9.2
4.6 '3.9 4.1 9.4
4.6 1.1 4.0 9.1
4.6 1.1 4.2 9.9
4.6 1.3 4.3 10.1
4.4 1.6 4.9 10.9
1.2
C' 9
1.3
C' 0
1.1
C'r
1.0 01
1.0 0.0
1.0 0.9
1.0 1.0

Thanks,
Dan
MGD - Mathme 5wr and Fresh Mr Rows
15-
14
I3
12
11
101
9.
8
7
tr
2i::
Paper Machine and Secondary Effluent Annual Average Flours
Total P.por Machi no SowQr Flew
.61•.T04211 Fresh W to-r Plow to P2p91' Mathinps #WTP SQcondary Efilwo nt Flow
MP-
2012 2013 2014 2015 2016 2017 2018
Year
b. How many other lines are possible, regardless of potential for product line
Not necessarily a "line," but a "process" that is inherently closely associated with the data shared above is the Central Whitewater
(CWW) supply, demand, and overall balance and the operating practices that affect these. In short, excess flow rates sewered from
CWW can be substantial and unnoticed (they're not measured). A closer examination of the numbers around this is possible but the
available measurements are not as direct and the analysis requires more estimates and assumptions.
c. Dan said he had some possible data he was going to look at for estimates on water
See above. I have plenty more data, including attempts at estimating the CWW flow balance. I also have limited data that goes back as
far as the 1990's when elevated SE flow occasionally approached the 29.9 MGD monthly limit (though not as long in duration as what we
have observed recently). At this time, I think the above should support our conversation. However, please let me know what questions
you might have that you'd like answered with data and I'll look at possible data mining approaches.
3

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 6
LANDFILL LEACHATE ESTIMATES

John Michael Corn
From: Williams, Luke <[e-mail]>
Sent: Tuesday, September 24, 2019 6:55 AM
To: Parvez, Kairas; Willis, Tracy; Bragg, Scott; Meyer, Daniel
Cc: Claypool, Matthew S.; Ferguson, Michael P.; Clary, James; John Michael Corn
Subject: RE: Update - Draft
1. Landfill
a. What is the current acreage of the working face of the landfill? Area D-South 15 acres, Area D-North
17 acres
b. When did each of the cells open? Area D-South ^' Year 2010, Area D-North — Year 2015
c. What is the new cell's operating acreage Area E — 12 acres.

Annual Data
Year
2005
2006
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
2017
2018
Leachate
Flow (gal)
13,938,245
10,889,889
8,614,112
7,434,266
17,271,776
18,673,339
29,328,572
24,736,646
33,451,900
22,052,634
38,727,694
28,923,215
31,651,143
41,084,525
Rainfall
(inches)
41.55
34.31
22.11
29.57
47.26
32.71
36.89
41.97
56.91
34.01
45.45
27.75
43.62
54.49
Leachate to
Rainfall (per
1000 gal
335
317
390
251
365
571
795
589
588
648
852
1042
726
754
332
727
740
flow is more than doubled based on long term histor

EAA ANALYSIS - ATTACHMENT
ATTACHMENT 7
EVALUATION OF LAND APPLICATION

35° 34' 55" N
35° 28' 11" N
[:N/-13I•NMl
Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
329000 333000 331000 332000
Map Scale: 1:60,700 if prit deNJ on A portrait (8.5" x 11") sheet.
Meters
0 500 1000 aoi 3000
0 2500 5000
Feet
10000 15000
334000 335000 336000 337000
3
N
Map projection: Web Mercator Comer coordinates: WG584 Edge tics: UTM Zone 17N WGS84
35° 34' 55' N
35° 28' 11" N
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
10/2/2019
Page 1 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Area of Interest (AOI)
Area of Interest (AOI) ® Aerial Photography
Soils
Soil Rating Polygons
0 Very limited
0 Somewhat limited
0 Not limited
0 Not rated or not available
Soil Rating Lines
Very limited
r r Somewhat limited
r r Not limited
x Not rated or not available
Soil Rating Points
▪ Very limited
MAP LEGEND MAP INFORMATION
Background The soil surveys that comprise your AOI were mapped at
1:12,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 18, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
O Somewhat limited Date(s) aerial images were photographed: Nov 23, 2011—Nov
O Not limited 28, 2017
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
'., Interstate Highways
US Routes
Major Roads
Local Roads
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 2 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Disposal of Wastewater by Irrigation
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
5
Udorthents-
Urban land
complex, 2 to
50 percent
slopes
Very limited
Udorthents
(60%)
Too acid (1.00)
732.4
4.6%
Cobble content
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Large stones on
the surface
(0.32)
Aquents (3%)
Depth to
saturated zone
(1.00)
Flooding (1.00)
Cobble content
(1.00)
Too steep for
surface
application
(1.00)
Too acid (0.92)
BkB2
Braddock clay
loam, 2 to 8
percent
slopes, eroded
Very limited
Braddock,
moderately
eroded (80%)
Slow water
movement
(1.00)
78.4
0.5%
Too acid (1.00)
Too steep for
surface
application
(0.32)
Udorthents (6%)
Too acid (1.00)
Too steep for
surface
application
(0.32)
Thurmont (4%)
Filtering capacity
(1.00)
Too acid (1.00)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 3 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
surface
application
(0.32)
Slow water
movement
(0.30)
Hemphill,
undrained
(1%)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Too acid (0.31)
Slow water
movement
(0.30)
BkC2
Braddock clay
loam, 8 to 15
percent
slopes, eroded
Very limited
Braddock,
moderately
eroded (80%)
Too steep for
surface
application
(1.00)
328.1
2.1%
Slow water
movement
(1.00)
Too acid (1.00)
Too steep for
sprinkler
application
(0.78)
Udorthents (6%)
Too steep for
surface
application
(1.00)
Too acid (1.00)
Too steep for
sprinkler
application
(1.00)
Thurmont (4%)
Filtering capacity
(1.00)
Too acid (1.00)
Too steep for
surface
application
(0.32)
Slow water
movement
(0.30)
BoD2
Braddock clay
loam, 15 to 30
percent
Very limited
Braddock,
moderately
eroded (85%)
Too steep for
surface
application
(1.00)
305.4
1.9%
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 4 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
slopes,
eroded, stony
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Thurmont (5%)
Too steep for
surface
application
(1.00)
Too acid (1.00)
Too steep for
sprinkler
application
(0.78)
Udorthents (5%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
BrC
Braddock -Urban
land complex,
2 to 15
percent slopes
Very limited
Braddock,
moderately
eroded (50%)
Too acid (1.00)
213.8
1.4%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.22)
Udorthents (9%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.40)
Thurmont (4%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.10)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 5 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Hemphill,
undrained
(2%)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Slow water
movement
(1.00)
Too acid (0.31)
Reddies,
occasionally
flooded (2%)
Filtering capacity
(1.00)
Depth to
saturated zone
(0.68)
Flooding (0.60)
Too acid (0.31)
Droughty (0.03)
CxA
Cullowhee-
Nikwasi
complex, 0 to
2 percent
slopes,
frequently
flooded
Very limited
Cullowhee,
frequently
flooded (40%)
Filtering capacity
(1.00)
537.7
3.4%
Depth to
saturated zone
(1.00)
Flooding (1.00)
Too acid (0.77)
Droughty (0.06)
Nikwasi,
frequently
flooded (30%)
Filtering capacity
(1.00)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Flooding (1.00)
Too acid (0.77)
DeA
Dellwood cobbly
sandy loam, 0
to 3 percent
slopes,
occasionally
flooded
Very limited
Dellwood,
occasionally
flooded (90%)
Filtering capacity
(1.00)
52.1
0.3%
Droughty (0.88)
Flooding (0.60)
Depth to
saturated zone
(0.43)
Too acid (0.31)
Nikwasi,
undrained
(5%)
Filtering capacity
(1.00)
Ponding (1.00)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 6 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Depth to
saturated zone
(1.00)
Too acid (0.77)
Flooding (0.60)
DsB
Dillsboro loam, 2
to 8 percent
slopes
Somewhat
limited
Dillsboro (85%)
Too steep for
surface
application
(0.32)
348.6
2.2%
Too acid (0.31)
DsC
Dillsboro loam, 8
to 15 percent
slopes
Very limited
Dillsboro (85%)
Too steep for
surface
application
(1.00)
207.3
1.3%
Too steep for
sprinkler
application
(0.78)
Too acid (0.31)
DuC
Dillsboro-Urban
land complex,
2 to 15
percent slopes
Very limited
Dillsboro (70%)
Too steep for
surface
application
(1.00)
291.6
1.8%
Too acid (0.31)
Too steep for
sprinkler
application
(0.22)
EdD
Edneyville-
Chestnut
complex,
basin, 15 to 30
percent
slopes, stony
Very limited
Edneyville,
basin, stony
(50%)
Too steep for
surface
application
(1.00)
19.0
0.1%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Chestnut, basin,
stony (35%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.12)
Depth to bedrock
(0.10)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 7 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Cowee, stony
(8%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Droughty (0.88)
Depth to bedrock
(0.74)
Tate, stony (6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Ashe, stony (1%)
Filtering capacity
(1.00)
Droughty (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
EdE
Edneyville-
Chestnut
complex,
basin, 30 to 50
percent
slopes, stony
Very limited
Edneyville,
basin, stony
(58%)
Too steep for
surface
application
(1.00)
63.7
0.4%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Chestnut, basin,
stony (28%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 8 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too acid (1.00)
Droughty (0.12)
Depth to bedrock
(0.10)
Porters, stony
(5%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Toecane, very
stony (4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Cobble content
(1.00)
Large stones on
the surface
(1.00)
Too acid (0.92)
Tusquitee, very
stony (4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Ashe, stony (1%)
Filtering capacity
(1.00)
Droughty (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 9 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
EdF
Edneyville-
Chestnut
complex, 50 to
Very limited
Edneyville, stony
(48%)
Too steep for
surface
application
245.9
1.6%
95 percent
slopes, stony
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Chestnut, stony
(37%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.95)
Depth to bedrock
(0.65)
Tuckasegee,
very stony
(4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Porters, stony
(4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Cullasaja, very
stony (4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Cobble content
(1.00)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 10 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Large stones on
the surface
(1.00)
Too acid (0.92)
Ashe, stony (2%)
Filtering capacity
(1.00)
Droughty (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Cleveland, very
stony (1%)
Droughty (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Depth to bedrock
(1.00)
Too acid (0.92)
EvD
Evard-Cowee
complex, 15 to
30 percent
slopes
Very limited
Evard (50%)
Too steep for
surface
application
(1.00)
1,928.7
12.2%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Low adsorption
(0.14)
Cowee (30%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 11 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Depth to bedrock
(0.74)
Droughty (0.65)
Saunook (12%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Hayesville (8%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Slow water
movement
(1.00)
Too acid (1.00)
EvE
Evard-Cowee
complex, 30 to
50 percent
slopes
Very limited
Evard (50%)
Too steep for
surface
application
(1.00)
2,403.2
15.2%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Low adsorption
(0.11)
Cowee (26%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Droughty (0.88)
Depth to bedrock
(0.74)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 12 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Edneyville, stony
(10%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Saunook, stony
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Chestnut, stony
(4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Depth to bedrock
(0.10)
Droughty (0.10)
Trimont, stony
(4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
EwF
Evard-Cowee
complex, 50 to
95 percent
slopes, stony
Very limited
Evard (50%)
Too steep for
surface
application
(1.00)
438.5
2.8%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 13 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Cowee (30%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Depth to bedrock
(0.74)
Droughty (0.56)
Chestnut, stony
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.86)
Depth to bedrock
(0.07)
Edneyville, stony
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Cullasaja, very
stony (3%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Cobble content
(1.00)
Large stones on
the surface
(1.00)
Too acid (0.92)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 14 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Trimont, stony
(3%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Fannin (2%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.85)
ExD
Evard-Cowee-
Urban land
complex, 15 to
30 percent
slopes
Very limited
Evard (40%)
Too steep for
surface
application
(1.00)
13.1
0.1%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Cowee, stony
(25%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Droughty (0.76)
Depth to bedrock
(0.74)
Udorthents (9%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.85)
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
10/2/2019
Page 15 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Thurmont (6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
FnE2
Fannin loam, 30
to 50 percent
slopes, eroded
Very limited
Fannin (80%)
Too steep for
surface
application
(1.00)
313.3
2.0%
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
HaB2
Hayesville clay
loam, 2 to 8
percent
slopes, eroded
Very limited
Hayesville,
moderately
eroded (80%)
Too acid (1.00)
16.6
0.1%
Too steep for
surface
application
(0.32)
Low adsorption
(0.28)
HaC2
Hayesville clay
loam, 8 to 15
percent
slopes, eroded
Very limited
Hayesville,
moderately
eroded (80%)
Too steep for
surface
application
(1.00)
1,221.2
7.7%
Too acid (1.00)
Too steep for
sprinkler
application
(0.78)
Cowee, stony
(8%)
Too steep for
surface
application
(1.00)
Too acid (1.00)
Droughty (0.79)
Too steep for
sprinkler
application
(0.78)
Depth to bedrock
(0.74)
Fannin (7%)
Too steep for
surface
application
(1.00)
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10/2/2019
Page 16 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too acid (0.85)
Too steep for
sprinkler
application
(0.78)
HaD2
Hayesville clay
loam, 15 to 30
percent
slopes, eroded
Very limited
Hayesville,
moderately
eroded (80%)
Too steep for
surface
application
(1.00)
1,066.8
6.8%
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Cowee, stony
(8%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.79)
Depth to bedrock
(0.74)
Fannin (7%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.85)
HeC
Hayesville-Urban
land complex,
2 to 15
percent slopes
Very limited
Hayesville (50%)
Too acid (1.00)
438.1
2.8%
Too steep for
surface
application
(1.00)
Low adsorption
(0.29)
Too steep for
sprinkler
application
(0.22)
HeD
Hayesville-Urban
land complex,
15 to 30
percent slopes
Very limited
Hayesville (50%)
Too steep for
surface
application
(1.00)
476.6
3.0%
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Page 17 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Low adsorption
(0.29)
HmA
Hemphill loam, 0
to 3 percent
slopes, rarely
flooded
Very limited
Hemphill, rarely
flooded (70%)
Ponding (1.00)
30.9
0.2%
Depth to
saturated zone
(1.00)
Slow water
movement
(1.00)
Too acid (0.31)
Arkaqua,
occasionally
flooded (7%)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Too acid (0.67)
Flooding (0.60)
Thurmont (6%)
Too acid (1.00)
Too steep for
surface
application
(0.32)
Hemphill,
undrained
(5%)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Slow water
movement
(1.00)
Too acid (0.31)
PwE
Plott fine sandy
loam, 30 to 50
percent
slopes, stony
Very limited
Plott, stony
(85%)
Too acid (1.00)
9.7
0.1%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Unaka, stony
(3%)
Too steep for
surface
application
(1.00)
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Page 18 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Depth to bedrock
(0.71)
Droughty (0.61)
Cullasaja, very
stony (3%)
Filtering capacity
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Cobble content
(1.00)
Large stones on
the surface
(1.00)
Porters, stony
Filtering capacity
(3%)
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Tuckasegee,
very stony
Filtering capacity
(1.00)
(2%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Chestnut, stony
Filtering capacity
(2%)
(1.00)
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Page 19 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.96)
Edneyville, stony
(2%)
Filtering capacity
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
PwF
Plott fine sandy
loam, 50 to 95
percent
slopes, stony
Very limited
Plott, stony
(80%)
Too acid (1.00)
131.0
0.8%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Porters, stony
(4%)
Filtering capacity
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Tuckasegee,
very stony
(4%)
Filtering capacity
(1.00)
Too steep for
surface
application
(1.00)
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National Cooperative Soil Survey
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Page 20 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Cullasaja, very
stony (4%)
Filtering capacity
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Cobble content
(1.00)
Large stones on
the surface
(1.00)
Unaka, stony
(4%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Depth to bedrock
(0.71)
Droughty (0.61)
Chestnut, stony
Filtering capacity
(2%)
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.96)
Edneyville, stony
Filtering capacity
(2%)
(1.00)
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Page 21 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
RfF
Rock outcrop-
Ashe-
Cleveland
complex, 30 to
95 percent
slopes
Very limited
Ashe, very stony
(25%)
Slow water
movement
(1.00)
8.7
0.1%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.98)
Cleveland, very
stony (15%)
Slow water
movement
(1.00)
Droughty (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Depth to bedrock
(1.00)
RoA
Rosman fine
sandy loam, 0
to 2 percent
slopes,
occasionally
flooded
Somewhat
limited
Rosman,
occasionally
flooded (80%)
Flooding (0.60)
322.0
2.0%
Too acid (0.42)
Dillard, rarely
flooded (5%)
Depth to
saturated zone
(0.86)
Too acid (0.67)
ScB
Saunook loam,
basin, 2 to 8
percent slopes
Very limited
Saunook, basin
(85%)
Too acid (1.00)
286.8
1.8%
Too steep for
surface
application
(0.32)
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National Cooperative Soil Survey
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Page 22 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Cullowhee,
basin,
frequently
flooded (5%)
Filtering capacity
(1.00)
Depth to
saturated zone
(1.00)
Flooding (1.00)
Too acid (0.77)
Nikwasi, basin,
frequently
flooded (4%)
Filtering capacity
(1.00)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Flooding (1.00)
Too acid (0.77)
SdC
Saunook loam,
basin, 8 to 15
percent
slopes, stony
Very limited
Saunook, basin,
stony (79%)
Too steep for
surface
application
(1.00)
930.0
5.9%
Too acid (1.00)
Too steep for
sprinkler
application
(0.78)
Dillsboro, basin
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.78)
Too acid (0.31)
Braddock, basin,
eroded (6%)
Too steep for
surface
application
(1.00)
Too acid (1.00)
Too steep for
sprinkler
application
(0.78)
Cullowhee,
basin,
frequently
flooded (5%)
Filtering capacity
(1.00)
Depth to
saturated zone
(1.00)
Flooding (1.00)
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National Cooperative Soil Survey
10/2/2019
Page 23 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Too acid (0.77)
Nikwasi, basin,
frequently
flooded (4%)
Filtering capacity
(1.00)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Flooding (1.00)
Too acid (0.77)
SdD
Saunook loam,
basin, 15 to 30
percent
slopes, stony
Very limited
Saunook, basin,
stony (79%)
Too steep for
surface
application
(1.00)
462.7
2.9%
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Braddock, basin,
eroded (8%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Dillsboro, basin
(7%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.31)
Hayesville, basin
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Slow water
movement
(1.00)
Too acid (1.00)
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National Cooperative Soil Survey
10/2/2019
Page 24 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
SeE
Saunook loam,
basin, 30 to 50
percent
slopes, very
stony
Very limited
Saunook, basin,
very stony
(85%)
Too steep for
surface
application
(1.00)
19.7
0.1%
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Cowee, basin,
stony (8%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Droughty (0.57)
Depth to bedrock
(0.54)
Evard, basin,
stony (7%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Low adsorption
(0.00)
SfC
Saunook-Urban
land complex,
2 to 15
percent slopes
Very limited
Saunook (60%)
Too acid (1.00)
75.7
0.5%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.22)
Udorthents (5%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.40)
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Page 25 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Thurmont (5%)
Too acid (1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(0.22)
SuA
Statler loam, 0 to
3 percent
slopes, rarely
flooded
Somewhat
limited
Statler, rarely
flooded (85%)
Too acid (0.08)
54.1
0.3%
Rosman,
occasionally
flooded (3%)
Flooding (0.60)
Too acid (0.42)
Dillard, rarely
flooded (2%)
Depth to
saturated zone
(0.86)
Too acid (0.67)
TrE
Trimont gravelly
loam, 30 to 50
percent
slopes, stony
Very limited
Trimont, stony
(85%)
Too steep for
surface
application
(1.00)
694.2
4.4%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Evard, stony
(9%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Cowee, stony
(6%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Droughty (0.79)
Depth to bedrock
(0.74)
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National Cooperative Soil Survey
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Page 26 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI 1
Percent of AOI
TrF
Trimont gravelly
loam, 50 to 95
percent
slopes, stony
Very limited
Trimont, stony
(80%)
Too steep for
surface
application
(1.00)
529.1
3.4%
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Edneyville, rocky
(5%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Evard, stony
(5%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Cowee, stony
(5%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Droughty (0.79)
Depth to bedrock
(0.74)
Cullasaja, very
stony (5%)
Cobble content
(1.00)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
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Page 27 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Large stones on
the surface
(1.00)
Too acid (0.92)
TuD
Tuckasegee-
Cullasaja
complex, 15 to
30 percent
slopes, very
stony
Very limited
Cullasaja, very
stony (50%)
Cobble content
(1.00)
3.8
0.0%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Large stones on
the surface
(1.00)
Too acid (0.92)
Tuckasegee,
very stony
(30%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
Thurmont (9%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (1.00)
Cruso,
undrained
(8%)
Filtering capacity
(1.00)
Ponding (1.00)
Depth to
saturated zone
(1.00)
Too acid (1.00)
Too steep for
surface
application
(1.00)
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Page 28 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Dellwood,
occasionally
flooded (2%)
Filtering capacity
(1.00)
Droughty (0.88)
Flooding (0.60)
Depth to
saturated zone
(0.43)
Too acid (0.31)
TvE
Tuckasegee-
Cullasaja
complex, 30 to
50 percent
slopes,
extremely
stony
Very limited
Cullasaja,
extremely
stony (50%)
Cobble content
(1.00)
37.1
0.2%
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.92)
Large stones on
the surface
(0.82)
Tuckasegee,
extremely
stony (25%)
Too steep for
surface
application
(1.00)
Too steep for
sprinkler
application
(1.00)
Too acid (0.77)
UfA
Udorthents-
Urban land
complex, 0 to
3 percent
slopes, rarely
flooded
Very limited
Udorthents,
rarely flooded
(60%)
Too acid (1.00)
83.6
0.5%
Thurmont (2%)
Too acid (1.00)
Too steep for
surface
application
(0.32)
Cullowhee,
occasionally
flooded (2%)
Filtering capacity
(1.00)
Depth to
saturated zone
(1.00)
Too acid (0.67)
Flooding (0.60)
Droughty (0.06)
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National Cooperative Soil Survey
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Page 29 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Map unit
symbol
Map unit name
Rating
Component
name (percent)
Rating reasons
(numeric
values)
Acres in AOI
Percent of AOI
Dellwood,
occasionally
flooded (2%)
Filtering capacity
(1.00)
Droughty (0.88)
Flooding (0.60)
Depth to
saturated zone
(0.43)
Too acid (0.31)
Dillard, rarely
flooded (2%)
Too acid (1.00)
Depth to
saturated zone
(0.86)
Reddies,
occasionally
flooded (2%)
Filtering capacity
(1.00)
Depth to
saturated zone
(0.68)
Flooding (0.60)
Too acid (0.31)
Droughty (0.03)
Ur
Urban land
Not rated
Urban land
(90%)
264.3
1.7%
W
Water
Not rated
Water (100%)
106.8
0.7%
Totals for Area of Interest
15,790.1
100.0%
Rating
I
Acres in AOI
Percent of AOI
Very limited
14,694.3
93.1%
Somewhat limited
724.7
4.6%
Null or Not Rated
371.0
2.3%
Totals for Area of Interest
15,790.1
100.0%
USDA Natural Resources Web Soil Survey 10/2/2019
Conservation Service National Cooperative Soil Survey Page 30 of 32

Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
Description
Wastewater includes municipal and food -processing wastewater and effluent
from lagoons or storage ponds. Municipal wastewater is the waste stream from a
municipality. It contains domestic waste and may contain industrial waste. It may
have received primary or secondary treatment. It is rarely untreated sewage.
Food -processing wastewater results from the preparation of fruits, vegetables,
milk, cheese, and meats for public consumption. In places it is high in content of
sodium and chloride. The effluent in lagoons and storage ponds is from facilities
used to treat or store food -processing wastewater or domestic or animal waste.
Domestic and food -processing wastewater is very dilute, and the effluent from
the facilities that treat or store it commonly is very low in content of carbonaceous
and nitrogenous material; the content of nitrogen commonly ranges from 10 to 30
milligrams per liter. The wastewater from animal waste treatment lagoons or
storage ponds, however, has much higher concentrations of these materials,
mainly because the manure has not been diluted as much as the domestic
waste. The content of nitrogen in this wastewater generally ranges from 50 to
2,000 milligrams per liter. When wastewater is applied, checks should be made
to ensure that nitrogen, heavy metals, and salts are not added in excessive
amounts.
Disposal of wastewater by irrigation not only disposes of municipal wastewater
and wastewater from food -processing plants, lagoons, and storage ponds but
also can improve crop production by increasing the amount of water available to
crops. The ratings are based on the soil properties that affect the design,
construction, management, and performance of the irrigation system. The
properties that affect design and management include the sodium adsorption
ratio, depth to a water table, ponding, available water capacity, saturated
hydraulic conductivity (Ksat), slope, and flooding. The properties that affect
construction include stones, cobbles, depth to bedrock or a cemented pan, depth
to a water table, and ponding. The properties that affect performance include
depth to bedrock or a cemented pan, bulk density, the sodium adsorption ratio,
salinity, reaction, and the cation -exchange capacity, which is used to estimate the
capacity of a soil to adsorb heavy metals. Permanently frozen soils are not
suitable for disposal of wastewater by irrigation.
The ratings are both verbal and numerical. Rating class terms indicate the extent
to which the soils are limited by all of the soil features that affect agricultural
waste management. "Not limited" indicates that the soil has features that are very
favorable for the specified use. Good performance and very low maintenance
can be expected. "Somewhat limited" indicates that the soil has features that are
moderately favorable for the specified use. The limitations can be overcome or
minimized by special planning, design, or installation. Fair performance and
moderate maintenance can be expected. "Very limited" indicates that the soil has
one or more features that are unfavorable for the specified use. The limitations
generally cannot be overcome without major soil reclamation, special design, or
expensive installation procedures. Poor performance and high maintenance can
be expected.
Numerical ratings indicate the severity of individual limitations. The ratings are
shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations
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Disposal of Wastewater by Irrigation —Haywood County Area, North Carolina
between the point at which a soil feature has the greatest negative impact on the
use (1.00) and the point at which the soil feature is not a limitation (0.00).
The map unit components listed for each map unit in the accompanying
Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil
Data Viewer are determined by the aggregation method chosen. An aggregated
rating class is shown for each map unit. The components listed for each map unit
are only those that have the same rating class as listed for the map unit. The
percent composition of each component in a particular map unit is presented to
help the user better understand the percentage of each map unit that has the
rating presented.
Other components with different ratings may be present in each map unit. The
ratings for all components, regardless of the map unit aggregated rating, can be
viewed by generating the equivalent report from the Soil Reports tab in Web Soil
Survey or from the Soil Data Mart site. Onsite investigation may be needed to
validate these interpretations and to confirm the identity of the soil on a given
site.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie -break Rule: Higher
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