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STREAM AND WETLAND MITIGATION PLAN
MARKS CREEK, PHASE II
Wake County, North Carolina
TIP Project No. R-2547111-2641
State Project No. 8.2712101
Federal Aid Project No. BRZ -1106(4)
North Carolina Department of Transportation
Project Development and Environmental Analysis Branch
0? VAO 11TH COl
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September, 2001

21131
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Prepared by:

Stantec
Stantec Consulting Services Inc.
801 Jones Franklin Road, Suite 300
Raleigh, NC 27606

Richard Kevin Williams, PE
Project Engineer
Michael P. Eagan
Project Biologist
TABLE OF CONTENTS
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1.0 INTRODUCTION ...............................................................................................1
1.1 Background ............................................................................................1
1.2 Jurisdictional Impacts .............................................................................1
1.3 Mitigation .................................................................................................1
1.4 Project Description .................................................................................4
1.5 Project Vicinity ....................................................................................... 4
2.0 EXISTING CONDITIONS .................................................................................... 6
2.1 Watershed ............................................................................................... 6
2.2 Vegetative Communities .......................................................................... 6
2.3 Pond ........................................................................................................ 6
2.4 Soils .........................................................................................................9
2.5 Downstream .............................................................................................9
3.0 METHODOLOGY ..............................................................................................11
3.1 Pond ......................................................................................................11
3.2 Stream ...................................................................................................11
3.3 Wetland .................................................................................................14
4.0 REFERENCE CONDITIONS .............................................................................16
4.1 Stream ................................................................................................... 16
4.2 Wetland .................................................................................................16
5.0 PROPOSED CONDITIONS ............................................................................... 21
5.1 Stream ................................................................................................... 21
5.2 Wetland ................................................................................................. 26
5.3 Water Budget Analysis ........................................................................... 32
5.4 HEC-RAS Analysis ................................................................................ 33
6.0 CONSTRUCTION ............................................................................................. 34
7.0 MONITORING PLAN ......................................................................................... 35
7.1 Stream Monitoring and Success Criteria ................................................ 35
7.2 Wetland Monitoring and Success Criteria .............................................. 35
7.3 Reporting ............................................................................................... 35
8.0 DISPENSATION OF PROPERTY ..................................................................... 37
9.0 SUMMARY AND RECOMMENDATIONS .......................................................... 38
10.0 REFERENCES ..................................................................................................39
APPENDIX A: SOILS DATA
APPENDIX B: SOUTH REFERENCE REACH
APPENDIX C: NORTH REFERENCE REACH
APPENDIX D: DETAILS OF STRUCTURES
APPENDIX E: WATER BUDGET ANALYSIS
APPENDIX F: HEC-RAS ANALYSIS

LIST OF TABLES
Table 1.2.1 Summary of Jurisdictional Impacts ...........................................................1
1 Table 5. 1.1 Morphological Characteristics of Project Streams .................................. 22
Table 5.2.1 Proposed Vegetative Planting by Zone .................................................. 32
LIST OF EXHIBITS
' Exhibit 1.1.1 Project Vicinity ......................................................................................... 2
Exhibit 1.3.1 Sloan Property ...................................................................................... .. 3
Exhibit 1.5.1 Recommended Land Use in the Project Vicinity ..................................... .. 5
' Exhibit 2.1.1 Existing Land Use in the Drainage Basin ............................................... .. 7
Exhibit 2.2.1 Existing Site Conditions ............................................................... 7a
Exhibit 2.3.1
Exhibit 2.4.1 Photograph of the Pond Prior to Draining ...............................................
Soils Map ............................................................................................... .. 8
10
' Exhibit 3.1.1 Topographic Map .................................................................................. 12
Exhibit 3.2.1 Photograph of New Stream Channel ...................................................... 13
Exhibit 3.3.1
Exhibit 4. 11 Hydric Soils Map ....................................................................................
Reference Reach Location Map ............................................................. 15
17
Exhibit 4.2.1 Reference Wetland Location Map .......................................................... 18
Exhibit 4.2.2
Exhibit 5.1.1 Photographs of Reference Wetland ......................................................
Plan View of Proposed Stream Alignment .............................................. 19
23
Exhibit 5.1.2 Typical Section of a Riffle ....................................................................... 24

' Exhibit 5.1.3
Exhibit 5.1.4 Typical Section of a Pool ........................................................................
Planting Plan .......................................................................................... 24
25
Exhibit 5.2.1 Cross Section Locations ........................................................................ 27
Exhibit 5.2.2 Cross Section Station 12+69.44 ............................................................. 28
Exhibit 5.2.3 Cross Section Station 19+56.24 ............................................................. 29
Exhibit 5.2.4 Cross Section Station 22+71.40 ............................................................. 30
Exhibit 5.2.5 Proposed Wetlands Map ........................................................................ 31

1.0 INTRODUCTION
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1.1 Background
The North Carolina Department of Transportation proposes to construct the US 64
Knightdale Bypass as a four to six lane divided highway. The project consists of the
Bypass (R-2547) which would extend from 1-440 (Raleigh Beltline) to existing US 64
near SR 1003 and a portion of the Raleigh Outer Loop (R-2641) from existing US 64 to
the proposed Bypass. This portion of the project will be approximately 13 miles long.
The project will also include the widening of 1-440 from 0.83 miles south of US 64 to
Poole Road. Exhibit 1.1.1 shows the segment of the Bypass from the proposed Outer
Loop to US 64.
The main purpose of the proposed Knightdale Bypass is to complete an important
freeway link in North Carolina's Intrastate Highway System. The link will reduce the
considerable congestion on existing US 64 and will provide safer operating conditions.
In addition, the completion of this project is consistent with the adopted Thoroughfare
Plan; locally adopted land use plans, and the Raleigh to Norfolk freeway link specified in
the Intermodal Surface Transportation Efficiency Act of 1991 (ISTEA).
1.2 Jurisdictional Impacts
Impacts associated with the project consist of 15.85 acres of permanent wetland impacts
and 0.13 acres of temporary wetland impacts. There will also be 13.76 acres of
permanent impacts to ponds (fill and/or draining) and approximately 11,296 linear feet of
jurisdictional stream impacts.
Table 1.2.1 Summary of Jurisdictional Impacts (Federal Clean Water Act)
Section Permanent
Wetlands ac Temporary
Wetlands ac Streams (ft) Ponds
R-2547BA 1.82 0 1061 0
R-2547BB 3.72 0.115 731 7.61
R-2547C & D 5.84 0 3594 2.44
R-2547CC 2.75 0 3579 2.44
R-2641 1.72 0.015 0 3.71

Total 15.85 0.13 8965 13.76
1.3 Mitigation
Avoidance and minimization measures taken during the project planning, review and
design phases of the project are described in the permit application for TIP No. R-
2547/R-2641. Proposed mitigation is addressed in this report.
The NCDOT (North Carolina Department of Transportation) purchased a 228-acre
parcel from Mr. Temple Sloan in June 2000 as part of the right-of-way acquisition for the
proposed highway project. Approximately 162 acres of the parcel will be directly
impacted by the highway project leaving 66 acres of land available for on-site mitigation
(Exhibit 1.3.1). The mitigation will be developed in two Phases.

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Project Vicinity
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Stream and Wetland
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Sloan Property
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' Phase I, which is being managed by NCDOT, focuses on the wetland areas located
along the eastern edge of the property. Phase I will provide wetland preservation and
' enhancement and preservation of adjacent upland buffer. Phase 1 is presented in a
separate report prepared by NCDOT.
Phase II focuses on the existing pond also located adjacent to the proposed right-of-
way. Phase II will provide stream restoration and wetland restoration and creation. This
report focuses on Phase II.
' 1.4 Project Description
Phase II focuses on a 10-acre pond located on the Sloan Property. The pond is located
on an unnamed eastward-flowing tributary to Marks Creek, which is a tributary to the
Neuse River. The pond is fed by three tributaries.
The project involves restoring the unnamed tributary to a natural state. Following the
t • draining of the pond and removal of the dam, a new stable channel for the stream will be
created. By reconnecting the stream to its original floodplain, this Priority I restoration
' will yield approximately 3,200 linear feet of stream restoration.
In association with the stream restoration, wetland restoration and creation will be
carried out. Wetlands originally located adjacent to the stream will be restored.
Wetlands will also be created along the north shore of the drained pond.
This stream and wetland restoration project will create valuable habitat and help protect
' water quality in Marks Creek and, further downstream, the Neuse River.
1.5 Project Vicinity
' T
he project site is located approximately 2 miles southeast of Knightdale off Knightdale-
Eagle Rock Road (SR 2501). The site is immediately adjacent to the right-of-way for the
proposed Knightdale Bypass.
In 2001, the Town of Knightdale in cooperation with the Capital Area Metropolitan
Planning Organization, developed a planning study to recommend land uses adjacent to
the proposed interchanges of the US 64 Bypass (Stantec, 2001). The recommendations
have been adopted by the Town of Knightdale as an addendum to their Comprehensive
Plan
One of the interchanges included in the planning study is the Knightdale-Eagle Rock
Road interchange which is directly adjacent to the mitigation site. This interchange is
not currently funded for construction, however, the right-of-way for the interchange is
being acquired along with the rest of the bypass.
' Exhibit 1.5.1 shows the recommended land use adjacent to the Knightdale-Eagle Rock
Road interchange. The recommendations include a large area of regional commercial
land use upstream of the project site. Based on the location of the bypass and the
' adopted land use recommendations, it is expected that once the new interchange is
constructed (if not before), increased development will occur in the watershed
introducing more impervious surface and contributing greater runoff to Marks Creek.

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2.0 EXISTING CONDITIONS
2.1 Watershed
' The project is located on an unnamed tributary to Marks Creek. The watershed is
approximately 426 acres in size (Exhibit 2.1.1).
' At present, about one third of the basin has been impacted by development including
agriculture, residential development, power line right-of ways and a power substation.
The remainder of the basin is in a fairly natural state.
' 2.2 Vegetative Communities
Natural vegetative communities occurring on the site include maintained/disturbed,
mesic hardwoods, and shrub-herbaceous wetlands.
The maintained/disturbed community is located along the southern shore of the pond.
' Two houses and a number of outbuildings occupy a significant portion of this area. It
appears that numerous trees were harvested, and that the understory was maintained to
promote an open, easily accessible landscape. This community extends south to the
' power line right-of-way.
The mesic-mixed hardwood community lies north of the pond. Past land use activities,
' most notably logging, have greatly impacted this community. The dominant canopy
species include yellow popular, (Lirodendron tulipfera), red oak (Quercus rubra),
sweetgum (Liquidambar styracitlua) and loblolly pine (Pinus taeda). The understory is
composed of alder (Alnus serrulata), oak species (Quercus sp.), and saplings of the
' canopy species. This community extends north to the right-of-way for the bypass.
The shrub-herbaceous wetland community occupies the areas where the three unnamed
' tributaries enter the pond. This community is composed of alder, black willow (Salix
nigra), softrush (Juncus effusus), nut-rush (Scirpus sp.), and scattered saplings of
sweetgum and red maple (Acer rubrum). These areas have been severely impacted by
' the creation of the pond, unstable hydrology, and other past land use activities, including
timbering. As a result, these areas are of little use in designing the wetlands within the
mitigation site.
' 2.3 Pond
' A 10-acre pond exists on the site (Exhibit 2.3.1). The soil survey for Wake County
documents the pond as a recent addition to the landscape (USDA, 1970). The Soil
Survey, issued in 1970 from field data collected in 1957 to 1965, did not show the pond.
An aerial photograph from 1969, did not show the pond. From the available information,
' it can be concluded that the pond was constructed some time in the 1970's.
The pond was created by the construction of an earth dam at a natural narrowing of the
' valley approximately 600-feet upstream of the confluence with Marks Creek. The dam is
approximately 500-feet long and 25-feet high. The dam predates the establishment of

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Marks Creek
Stream and Wetland
Mitigation Project
Wake County, North Carolina
Existing Land Use
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construction. Based on field observation, the dam appears to be a basic compacted
earth structure. A 15-inch corrugated steel pipe (CSP) located under the dam, functions
as a riparian outlet. A 15-inch vertical riser with an open top located in the pond
maintains a maximum water depth of approximately 15 feet at the dam. The pond can be
drained by opening a submerged gate located at the upstream end of the riparian pipe
under the dam. An emergency spillway is located at the north end of the dam.
According to the property caretaker, the spillway operated during the hurricanes of 1997
and 1999.
¦ 2.4 Soils
The soil survey for Wake County indicates the 10-acre pond site is underlain by Appling
sandy loam, Wedowee sandy loam and Worsham sandy loam (Exhibit 2.4.1).
Worsham sandy loam is poorly drained and is found in slight depressions, on foot slopes
and at the heads of drainageways. As a hydric soil, the seasonal high water table is
approximately at the surface (USDA, 1970). The Worsham sandy loam corresponds
with the path of the stream prior to the creation of the pond. It lies in a band down the
center of the pond covering approximately 4 acres.
Appling and Wedowee sandy loam are soils found on gently to strongly sloping uplands.
' They are well drained and have moderate permeability. These soils underlie the other 6
acres of the pond - generally the northern and southern sides of the pond.
It is important to note that the soils at the site have probably been altered through the
construction of the pond. It is likely that some grading occurred along the banks of the
pond and that this material was used to create the dam. With the pond inundated for
' more than 25 years, it is also likely that new hydric soils have been created at the bottom
of the pond and in the areas where the pond flooded the tributaries.
2.5 Downstream
Water flows from the pond into a wetland area at the downstream toe of the dam. This
wetland area, which is approximately 25 acres in size, is heavily influenced by beaver
'. activity. This wetland area is the focus of Phase I of the Marks Creek Mitigation Plan
which is being managed by NCDOT and is the subject of a separate report.

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3.0 METHODOLOGY
1 3.1 Pond
' The first step in deciding on an approach for designing the stream and wetland, involved
the draining of the pond. Stantec drained the pond during the period of July 19 to
August 9 in accordance with conditions imposed by the Division of Land Quality. The
' rate of fall did not exceed one foot per day and no modifications were made that would
threaten the structural integrity of the dam.
Following two weeks of drying, Stantec carried out a topographic survey of the floor of
the pond the week of August 20 (Exhibit 3.1.1). During the survey, the outlets of the
three culverts that will carry the three tributaries under the roadway were staked. The
survey crew also surveyed the centerline of the new channel).
With the pond drained, it was possible to decide on a methodology. The proposed
methodology is outlined below.
1 1 3.2 Stream
' As the pond drained, it became evident that the original channels for the streams had
filled with sediment and were no longer even visible. The streams created new channels
as the water level fell. The new channels are not stable and continue to evolve (Exhibit
' 3.2.1). As a result, the dimension, pattern and profile of the existing channel will not be
utilized in the design. Field surveys of reference reaches were conducted August 21
and 22, 2001. The field measurements are critical to the classification and assessment
of the reaches. The reference reach surveys were tied into benchmarks 100-103 on the
' roadway plan.
Stream channels are classified using five criteria: width/depth ratio, entrenchment ratio,
' slope, sinuosity, and channel materials. Width/depth ratio is the ratio of the bankfull
surface width to the mean depth of the bankfull channel. The width/depth ratio is an
indication of the channel's ability to handle energy dissipation and sediment transport. A
' high width/depth ratio indicates a wide and shallow channel that places increased
hydraulic stress against the banks. The near bank stress accelerates erosion and thus
the stream's sediment supply. Under an increased width the channel is too shallow to
handle the increased sediment supply, thus the channel deposits sediment into the
' channel. The trend of widening and shallowing typically continues. Entrenchment ratio
is the vertical containment of the stream and the degree to which the channel is incised
in the valley floor. The entrenchment ratio indicates if the stream is able to access its
' floodplain. The floodprone area divided by the bankfull width yields entrenchment ratio.
The slope is the change in water surface elevation per unit of stream length. Sinuosity is
the ratio of stream length to valley length. Channel bed and bank materials indicate the
' channel's resistance to hydraulic stress and ability to transport sediment. The criteria
were used to determine stable reference reaches.
' The stream channel was designed using Rosgen techniques of Natural Channel Design
(Rosgen, 1996). Typical morphological characteristics were obtained from the stable
reference reaches and utilized as design dimension, pattern and profile parameters.
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A stable stream has the ability to transfer its sediment load without aggrading (depositing
sediment) or degrading (scouring sediment). Since the proposed and reference reaches
are sand dominated, the sediment transfer was analyzed by evaluating the size of
particles the reference reaches are able to mobilize and the stream's power. The
proposed channel should be able to transfer the same size particle throughout its reach
without aggrading or degrading.
Given that the project involves the removal of a dam and modifications to a stream
channel, it is important to analyze the effect of these changes on flood elevations.
' Flooding was analyzed using HEC-RAS software from the US Army Corps of Engineers
Hydrologic Engineering Center (USACE, 1997).
3.3 Wetland
Soil characteristics and current conditions were investigated on August 31 and
September 24, 2001 (Appendix A). Sampling was conducted along pedestrian transects
' perpendicular to the stream channel. Sampling methods included augering and
excavation. Augering was done to a maximum depth of 66 inches and all excavated pits
' were 24 inches in depth. Noted soil profile characteristics included the presence of
higher clay content beginning at a depth of 23 inches, organic particles present to a
depth of 40 inches, high moisture content between 31 and 66 inches in depth, and soil
' matrix composed of a high mica and sand content. The site investigation indicates that
the hydric soils extend beyond the limits suggested in the Wake County Soils Map -
probably the result of 25-years of inundation (Exhibit 3.3.1).
' On August 17, 2001 Environmental Specialists from Stantec visited the Marks Creek site
to identify and observe the current condition of the vegetative communities. The upland
portions of the site were surveyed by pedestrian methods. In addition, the perimeter of
the drained pond was walked. Field notes were taken on species composition, extent of
vegetative communities, and apparent health of the communities. Further fieldwork to
assess the current soil conditions was conducted on September 6, 2001. Pedestrian
' transects were walked across the dry pond bed. Soils were sampled approximately
every 30-feet, with detailed notes taken on their physical appearance.
' On August 23, 2001, Environmental Specialists visited the reference wetland located
along Buffalo Creek. Prior to this fieldwork a comprehensive review of potential
reference wetlands was conducted. Based on a review of the USGS Knightdale
Quadrangle, a total of 16 potential reference wetlands was identified and visited on
' August 21, 2001. Based on current hydrological and vegetative community conditions
all but the Buffalo Creek site were rejected. Detailed notes were taken detailing the
species present in each layer of the vegetative community, site hydrology, and
' topography (Section 4.2).
Since the success of the wetland will be measured, at least in part, according to
' hydrologic criteria (i.e., frequency of saturated soils), the development of a water budget
for the site represents an important design tool. The topography of the site prevents the
use of traditional analytical tools (e.g., Pierce, 1993). Given that the hydrology of the
wetland will be influenced by both ground and surface water, DrainMod (Skaggs, 1980)
was judged to be the best model available for the site.
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4.0 REFERENCE CONDITIONS
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4.1 Stream
Stantec carried out a search for suitable reference reaches to be used in the design of
the new channel. Six possible reference reaches were identified on the Knightdale
Quadrangle Map. Criteria used in selecting the reaches included: similar land use; little
or no current development; and, similar stream type. On August 8, each of the potential
sites was visited. Most were eliminated because they were unstable due to some recent
development activities. Ultimately, two suitable reference reaches were selected. Both
reaches are located in the same watershed upstream of the pond (Exhibit 4.1.1).
The South Reference Reach is located approximately 1,000 feet upstream of the pond
on the south tributary. This reach was surveyed on August 21, 2001. The data for the
South Reference Reach are shown in Appendix B. The South Reference Reach is
characterized as a C5. The C5 classification describes a slightly entrenched channel
with a meandering pattern on a well-developed floodplain. A C5 channel is also
characterized by depositional features, such as point bars, and riffle-pool sequences.
The channel material is dominated by sand, thus eliminating the need for a pebble
count.
The North Reference Reach is located approximately 500 feet upstream of the pond on
the north tributary. This reach was surveyed on August 22, 2001. The data for the North
Reference Reach are shown in Appendix C. The North Reference Reach is also
classified as a C5. A pebble count revealed that the channel was predominately sand
with lesser amounts of gravel and silt/clay.
' 4.2 Wetland
Stantec identified 16 potential reference wetlands based on similar topography and
' orientation within the landscape. Each of these potential wetlands was visited on August
21, 2001 to verify their hydrology and vegetation. Land use activities, altered hydrology
or altered vegetation removed all but one wetland from consideration. This wetland is
associated with Buffalo Creek and is located where Buffalo Creek crosses SR 2321
(Exhibit 4.2.1). This wetland is characterized by a dense canopy, moderately-open
understory, and ground cover (Exhibit 4.2.2).
' The dominant species within the canopy include bald cypress (Taxodium distichum), red
maple (Acer rubrum), yellow popular, blackgum (Nyssa biflora), sweetgum, sweet bay
' (Magnolia virginica), American elm (Ulmus americana), and sourwood (Oxydendrum
arboreum).
The understory is composed of saplings of the canopy species and shrubs such as
' Lyonia (Lyonia ligustrina), Virginia willow (Itea virginica) and possumhaw (Ilex decidua).
Herbaceous species included lizards-tail (Saururus cemuus), netted chain-fern
' (Woodwardia areolata), fire pink (Silene virginica), false nettle (Boehmeria cylindrica),
jewel-weed (Impatiens capensis) and numerous vines.

1 16

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Department of Transportation
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Marks Creek
Stream and Wetland
Mitigation Project
Wake County, North Carolina
Reference Wetland
Location Map
Not to Scale Exhibit 4.2.1
Exhibit 4.2.2 Photographs of Reference Wetland
Based on the species composition and spatial arrangement, the Buffalo Creek wetland
will serve as a vegetative target for the proposed Mark's Creek Phase II wetland
restoration.
Hydrology within this wetland appears to be provided by overbank flow of Buffalo Creek
and surface run-off from the surrounding uplands. Standing water was prominent
throughout the area during the field visit. Water depths ranged from saturated soils to 3
inches.
' Based on the drainage area, dimension, and pattern of Buffalo Creek, it does not appear
to be suitable as a hydrologic reference for the proposed Phase II wetland and stream
restoration. Based on the field review of the potential 16 reference sites, no hydrologic
conditions exist in the immediate area that would serve as a reference for the proposed
wetland restoration/creation.
I

I

I

20
5.0 PROPOSED CONDITIONS
The Mitigation Plan calls for the restoration of the site to its conditions prior to the
construction of the dam and the creation of the pond. This involves the creation of a
natural channel and associated riparian wetlands.
5.1 Stream (Natural Channel Design)
The three tributaries and the main channel will be restored under this plan. All of the
channels will be designed as a C5 type channel. The mitigation plan consists of a
Priority I restoration (Rosgen, 1996). The restoration of hydraulic geometry and
establishment of a riparian buffer will contribute to water quality improvements within the
watershed.
The stream channel's dimension, pattern and profile design is based upon morphological
characteristics found in the reference reaches. A conceptual design was developed
from the ranges determined from the reference reach data. The proposed channel will
' be slightly entrenched with a moderate width/depth ratio and moderate to high sinuosity.
The morphological characteristics of the reference reaches and the proposed channel
are shown in Table 5.1.1.
The channel will be built as a C5. The sand-dominated stream will have a meandering
pattern on a well-developed floodplain (Exhibit 5.1.1). Herbaceous plantings will, over
time, encroach on the stream thus tightening the stream into an E5 channel. The stream
' will be constructed as a C due to the inability to construct an E channel's steep
sideslopes without lush vegetation. Thus the channel will decrease in width with time.
The transition from a C channel to an E channel is expected and considered a stabilizing
' transition. The high sinuosity allows for multiple pool-riffle sequences. The pools will
dissipate the stream's energy as it rounds the corners and the riffles will allow stable
elevation transitions. Exhibits 5.1.2 and 5.1.3 show typical sections of a riffle and pool,
' respectively. The sediment analysis compared the reference reach's stream power to
proposed channel design. The proposed channel design gives the stream adequate
power to transport sediment without aggrading or degrading.
' A number of different structures and methods will be used to control grade and stabilize
the channel (Appendix D). These structures and methods may include but are not
' limited to the following: rock cross vanes, rock vanes, log vanes, root wads and live
stakes. Materials for the structures may come from on or off site.
The rock cross vane directs the thalweg away from the streambanks into the middle of
' the channel. The structure creates a scour pool below while maintaining the grade for
the upstream portion.

The rock and log vanes will be utilized to direct the thalweg away from a bank and
toward the center of the channel. Log vanes will be used to introduce woody material
into the channel. Without this introduction it would be many years before the saplings
would be able to provide the stream with this habitat feature.
21
Table 5.1.1 Morphological Characteristics of Project Stream Channels

Knightdale Bypass, Sloan Property
Tributary to Marks Creek
Design by: Kathleen McKeithan 9/4/01
Stantec Checked by: Kevin Williams, PE

!TEM
NORTH
TRIBUTARY
CENTRAL
TRIBUTARY
SOUTH
TRIBUTARY
MAIN
CHANNEL NORTH
REFERENCE
REACH SOUTH
REFERENCE
REACH
STREAM NAME
North Tributary
Central Tributary
South Tributary
Main Channel North Reference
Reach South Reference
Reach
- STREAM TYPE C5 C5 C5 C5 C5 C5
R AINAGE AREA (DA) 121 Ac 174.00 Ac 97.00 Ac 426.00 Ac 90.00 Ac 65.01 Ac
k
ANKFULL WIDTH (Wbkf) 15.00 ft 16.00 ft 12.00 ft 20.00 ft 15.30 ft 10.10 ft
B
ANKFULL MEAN DEPTH (dbkf) 1.00 ft 1.07 ft 0.80 ft 1.43 ft 0.37 ft 0.70 ft
JVIDTH/DEPTH RATIO (Wbkf/dbkf) 15.00 15.00 15.00 14.00 41.35 14.43
BANKFULL X-SECTION AREA (Abkf) 8.00 ft2 16.80 ft2 9.94 ft2 31.25 ft2 5.60 ft2 7.20 ft2
BANKFULL MEAN VELOCITY, m/s 3.35 fps 3.94 fps 3.85 fps 4.09 fps 3.88 fps 1.56 fps
3ANKFULL DISCHARGE, m3/s 27 cfs 34.86 cfs 22.89 cfs 66.42 cfs 21.70 cfs 11.20 cfs
3ANKFULL MAX DEPTH (dmax) 1.85 ft 1.87 ft 1.40 It 2.50 ft 0.70 ft 1.30 ft
WIDTH Flood-Prone Area (Wfp,) 50.0 ft 50.00 ft 50.00 ft 60.00 ft 30.00 ft 60.00 ft
ENTRENCHMENT RATIO (ER) 3.33 3.13 4.17 3.00 1.96 5.94
MEANDER LENGTH (Lm) 45 - 180 ft 48- 192 ft 36- 144 ft 60- 240 ft 23- 36 It 20 - 42 ft
41RATIOOF 3-12 3-12 3-12 3-12 1.5-2.4 2.0-4.2
RADIUS OF CURVATURE" 30 - 45 ft 32 - 48 ft 24 - 36 ft 40 - 60 ft 6 - 17 ft 7 - 16 ft
RATIO OF Rc TO Wbkf 2.0 - 3 2.0- 3 1.0 - 3 2.0- 3 0.39-0.41 0.65- 1.1
BELT WIDTH 68 72 54 90 50 38
MEANDER WIDTH RATIO 4.5 4.50 4.50 4.50 3.27 3.76
SINUOSITY (K) 1.31 1.22 1.24 1.26 1.55 1.84
VALLEY SLOPE 0.015 ft/ft 0.005 ft/ft 0.006 ft/ft 0.004 ft/ft 0.004 ft/ft 0.022 ft/ft
AVERAGE SLOPE (S) 0.011 fult 0.005 ft/ft 0.006 ft/ft 0.004 ft/ft 0.003 ft/ft 0.012 ft/ft
POOL SLOPE 0.002 ft/ft 0.001 ft/ft 0.001 ft/ft 0.001 ft/ft 0.001- 0.002 ft/ft 0.000- 0.001 ft/ft
' (RATIO OF POOL SLOPE TO
AVERAGE SLOPE
0.18
0.18
0.18
0.18
0.19-0.63
0.00-0.10
MAX POOL DEPTH
RATIO OF POOL DEPTH TO
AVERAGE BANKFULL DEPTH 3.00 ft

3.00 3.20 ft

3.00 2.40 ft

3.00 4.29 ft

100 0.70- 1.00 ft

1.9- 2.7 2.20- 2.70 ft

3.1- 3.9
POOL WIDTH 19.50 ft 20.80 ft 15.60 ft 26.00 ft 19 ft 11 ft
RATIO OF POOL WIDTH TO
' BANKFULL WIDTH
1.30
1.30
1.30
1.30
1.24
1.12
POOL TO POOL SPACING 45.0 ft 48.00 ft 36.00 ft 60.00 ft 10 - 35 ft 5 - 47 ft
RATIO OF POOL TO POOL
SPACING TO BANKFULL WIDTH
3.00
3.00
3.00
3.00
0.6-2.3
0.5-4.7
* Due to mature vegetation root mass in the Reference Reach's side slopes and floodplain, the reference reach data will not be matched in proposed
design. The use of a higher ratio will allow the meanders to b estabvle while the root system is established.

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EXHIBIT 5.1.2
Wbkf -
A
THALWEG (DEEPEST POINT IN CROSS SECTION) IS LOCATED IN CENTER OF CHANNEL IN A RIFFLE
NOTES: - ALL CROSS SECTIONS ARE SHOWN LOOKING IN THE DOWNSTREAM DIRECTION.
- DIMENSION TOLERANCE TO BE HELD TO +/- 0.2 FEET.
- - GRADE POINT SHOWN IN RIFFLE CROSS-SECTION IS 0.5' BELOW
CENTERLINE ELEVATION LISTED ON PROFILE AND CROSS-SECTION SHEETS
ALL SHARP CORNERS SHOULD BE ROUNDED
SCALE: NTS
EXHIBIT 5.1.3
ViJ b:l ViJ bl?- '1GJ
Wb kf

BANKFULL STAGE
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THALWEG (DEEPEST POINT IN A CROSS SECTION)
IS LOCATED IN THE OUTSIDE OF THE MEANDER BEND.
NOTES: - ALL CROSS SECTIONS ARE SHOWN LOOKING IN THE DOWNSTREAM DIRECTION.
- DIMENSION TOLERANCE TO BE HELD TO +/- 0.2 FEET.
- e- GRADE POINT IS THE ELEVATION SHOWN ON THE PROFILE
ALL SHARP CORNERS SHOULD BE ROUNDED
SCALE: NTS
TYPICAL SECTION - RIFFLE
TYPICAL SECTION POOL

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Rootwads will be utilized for stream bank protection, habitat for fish, habitat for terrestrial
insects, cover, and introduction of woody material into the stream.

Live stakes will be used for stream bank stabililzation. The stakes will quickly develop a
root mass and help protect against erosion. The stakes will also quickly develop into
vegetation capable of providing the stream with shade and help provide habitat.
The stream's planting plan will utilize three types of vegetation plantings plus natural
recruitment (Exhibit 5.1.4). Onsite willows, alders and wetland herbaceous plants will be
transplanted to the outside meanders and riffle areas for stability reinforcement. Live
stakes of Dogwood and Willow will be utilized in the outside meanders and riffle areas
where transplant material is not available. In a short time the stakes will also provide the
stream with shade and habitat. Natural recruitment from the floor of the pond is
expected to provide herbaceous wetland type plants such as, but not limited to, rush and
carex species. The herbaceous plants will encourage a lush grass root mat for
increased channel stability. These species will aid in the transition from a C channel to
an extremely stable E channel. The floodplain will be planted with bareroot material as
described in Section 5.2. The critical areas will be matted with temporary coir fiber
matting for stabilization until the planted species are well established.
5.2 Wetland
In order to attain the hydrologic conditions necessary to establish a saturated to
seasonally flooded bottomland hardwood community, site grading is needed. Natural
stream channel design will determine base channel elevation as well as bankfull
elevation. Bankfull elevation will determine the lowest wetland grade elevation possible.
In addition, certain current site slope aspects should be maintained in order to minimize
soil and groundwater disturbance. It may be necessary to add a layer of topsoil to some
portions of the site in order to ensure proper root development and water retention.
Locations of cross sections and approximate grade elevations are shown on Exhibits
5.2.1 - 5.2.4. Grading will be minimized in the area delineated as having hydric soils
(USDA, 1970). Site modifications will attempted to provide adequate hydrology for those
vegetative species proposed for planting. Based on future refinements to the stream
channel design, additional soil and groundwater data and vegetative species availability,
these grades may be modified.
The wetland mitigation plan will include restoration and creation within the area
delineated by the former pond footprint. The target vegetative community is a
bottomland hardwood forest. Wetland restoration will be based on the hydric soils while
creation will be based on non-hydric soils (Exhibit 5.2.5).
' The species selected for planting were based on species observed in the reference
wetland and known availability. Based on the hydrologic model, site grading plans and
best professional judgement, the site has been divided into three planting zones; Zone 1,
' 2 and 3 (Exhibit 5.1.4). Proposed plantings for each Zone are presented in Table 5.2.1.
Trees will be planted on average on 8-foot centers, for a planting density of 680 stems
' per acre for all three zones. Plant installation should not be in rows, but in clumps to
reflect natural conditions. Natural recruitment of herbaceous vegetation should occur
due to the presence of a seed source both upstream and downstream.
26

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TABLE 5.2.1 Proposed Vegetative Planting by Zone

n
n

COMMON NAME SCIENTIFIC NAME SOUTHEAST REGION
INDICATOR
Zone 1
Bald cypress Taxodium distichum Obligate Wetland
Swam black um N ssa s lvatica var biflora Obligate Wetland
American elm Ulmus americana Facultative Wetland
Buttonbush Ce halanthus occidentalis Obligate Wetland
Zone 2
Green ash Fraxinus enns Ivanica Facultative Wetland
River birch Betula ni ra Facultative Wetland
Swam chestnut oak Quercus michauxii Facultative Wetland
Silk dogwood Corpus amomum Facultative Wetland +
Zone 3
American sycamore Platanus occidentalis Facultative Wetland
Che bark oak Quercus falcata var a odaefolia Facultative
Yellow poplar Liriodendron tuli ifera Facultative
5.3 Water Budget Analysis
Since the pond had been recently drained, there was no accurate information available
regarding groundwater levels. In order to carry out the water budget analysis using
DrainMod, it was necessary to make a number of assumptions. These assumptions
included: depth to confining layer; initial water table depth; hydraulic conductivity; soil
theta; soil drain volume-upflux; and, green-ampt parameters. Input for the water budget
was derived from the following sources.
• National Oceanic and Atmospheric Administration (NOAA), Southeast Regional
Climate Center monthly/annual climatic data from 1948 to 1995 (Raleigh NCSU
station).
NOAA, southeast Climate Center daily precipitation data for "dry" year 1981, "wet"
year 1993, and "typical" year 1995.
USDA, Wake County, Soil permeability values.
The results of the water budget analysis are presented in Appendix D. The analysis
shows that the proposed wetland will achieve saturated soils for 15 consecutive days in
a "dry" year, 28 consecutive days in a "normal" year, and 54 consecutive days in a "wet"
year.
Based on this analysis, the proposed wetland will meet the proposed hydrologic success
criteria (Section 7.2.2). However, a large number of assumptions were made to carry
out the analysis. Additional soil and groundwater data will be acquired and refinements
will be made to the model during the design phase. If necessary, modifications will be
made to the design of the wetland.
32

1 5.4 -RAS Analysis
' The HEC-RAS model was used to evaluate the effect of the project on flood elevations
(Appendix E). The analysis shows that the project will not increase the flood elevations
within the project area.

J

r

33

6.0 CONSTRUCTION
' Construction will begin with the removal of the existing dam to reduce backwater effects
within the reservoir during construction. A permit will be obtained from the Division of
Land Quality prior to the removal of the dam. The permit for dam removal will focus on
' three things: sediment and erosion control during construction; the stability of the
remaining earthwork; and, the elimination of backwater effects caused by the remaining
earthwork.
' After the dam has been removed, the stream restoration will begin at the upstream end
of the site at the location where the culverts will ultimately deliver water under the
highway. Construction will be carried out in stages, using pump-around and diversion
procedures. Following the construction of the new channel, the work on the wetlands
will follow. The precise sequence will be spelled out in detail in the construction
drawings after the design has been finalized. Appropriate sediment and erosion control
,. procedures will be followed throughout the construction process.

L

n

u

34
' 7.0 MONITORING PLAN
' 7.1 Stream Monitoring and Success Criteria
The stability of the stream channel will be monitored annually for five years.
Two reaches of the new channel will be monitored for dimension, pattern and profile.
Permanent cross section pins, bank pins and scour chains will be installed in the
' monitoring reaches. In addition, photo reference points will be located using a Global
Positioning System and included on the "as-built" plan for the mitigation site.
Because the mitigation plan calls for the creation of a C channel and letting it evolve to
an E channel, changes in the dimensions of the channel and the sinuosity are expected
and indeed indicative of the development of a stable channel. At the time of
construction, the width-to-depth ratio will be greater than 12 and the sinuosity will be
more than 1.2. The width to depth ratio is expected to decrease and the sinuosity is
expected to increase.
7.2 Wetland Monitoring and Success Criteria
' The wetland mitigation area will be monitored for five years following construction or until
success criteria is met, whichever comes first.
Vegetative sample plots will be quantitatively monitored during the growing season. A
' minimum of two 0.05-acre plots will be established within each planting zone.
Vegetation sampling plots will be proximal to hydrology monitoring gauges wherever
practical to assist in correlating vegetation and hydrology parameters. In each plot,
' species composition, density, and survival will be monitored. The four plot corners will
be located using Global Positioning System (GPS) and included in the "as-built" report
for the mitigation site.
' Shallow groundwater gauges will be installed in an array pattern across the site. These
gauges will measure groundwater over a 40-inch vertical column on a daily basis. Data
' from each of the gauges will be downloaded on a monthly basis.
The vegetative success of the bottomland hardwood forest will be evaluated based on
the species density and survival rates. The site will be considered successful if at least
' 260 tree/acre are surviving at the end of five years for all three zones.
Hydrologic success will be based on the site achieving saturated soils for a period
' equivalent to 12.5 percent of the growing season for Wake County within Zone 1, and for
a period equivalent to 8 percent of the growing season for Zones 2 and 3. The growing
season for Wake County as defined by the Southeast Regional Climate Center is 218
' days, from April 3`d to November 71n
7.3 Reporting
' The site will be visually inspected after construction and planting. An "as-built" report will
be provided to the permitting agencies within 60 days of completion of all construction
35
activities. The "as-built" will include final elevations, species composition and numbers,
well and sample plot locations, and photograph reference points.
A monitoring report will be prepared annually for submission to regulatory agencies. The
report will address both the stream and wetland aspects of the project. If remedial action
is required, they will be identified in the report and implemented as soon as practical.
i

n

36

' 8.0 DISPENSATION OF PROPERTY
' NCDOT will retain ownership of the mitigation site until all monitoring requirements are
fulfilled and an appropriate agency has agreed to assume ownership. If and when
' ownership is transferred, restrictions in the form of a conservation easement will be
placed on the property to ensure protection of the site and the restored habitat.

J

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37
' 9.0 SUMMARY AND RECOMMENDATIONS
The proposed Knightdale Bypass will impact both stream and wetlands. The Sloan
Property provides opportunities for on-site mitigation. Phase II of the Marks Creek
Mitigation Site will yield approximately 3,200 linear feet of stream restoration and
' approximately 8.4 acres of wetland restoration and 2.3 acres of wetland creation.
Mitigation ratios for stream restoration projects are determined on a project-by-project
' basis by the NCDOT and agency representatives. A number of factors should be
considered when deciding on the ratio for a particular mitigation project. For this project,
these factors include: whether it is on-site; water quality benefits; development pressures
in the watershed; and, type of restoration. Given that this project is on-site, provides
significant water quality protection, is located in an area of imminent land development
pressure, and involves a rare Rosgen Priority I restoration, a credit ratio of 1:1 is
recommended.
Mitigation ratios for wetland impacts are also determined on a project-by-project basis by
the NCDOT and agency representatives. Factors influencing the wetland mitigation ratio
include whether it is on-site, whether it is restoration or creation, water quality benefits
and habitat benefits. As discussed in Section 1.5, the proposed Knightdale Bypass will
increase developmental pressure throughout the immediate area. The proposed Mark's
Creek wetland mitigation, along with the adjoining wetland enhancement project, will
create a significant wetland corridor. This corridor will provide significant water quality
benefits for Mark's Creek and subsequently, the Neuse River. In addition, with
' continued development throughout the region, this wetland corridor will provide much
needed wildlife benefits. Furthermore, the proposed vegetative community is relatively
uncommon in the county. This community type provides habitat for a number of
regionally imperiled neotropical migrants (Robbins et al., 1989; Peedohn et al., in press).
Restoring an area of this size will provide opportunities for these species that are not
now available. By providing on-site a regionally uncommon vegetative community,
t creating a significant green corridor, and offering long-term protection for water quality
protection, a relatively high mitigation ratio is recommended.
As noted in Section 2.4, the creation of the pond has affected the underlying soils. In
some locations the hydric soils may have been removed while in other locations new
hydric soils, albeit thin, have been created. This disturbance of the soil makes it difficult
' to determine what constitutes wetland restoration versus wetland creation. The degree
of disturbance to the soil and the hydrology of the site (25 years of inundation) make it
difficult to predict the probability of success. Given these circumstances, the agencies
agreed to a conservative approach to credit release.
' A credit ratio of 2:1 was agreed to for the 4.4 acres of wetland restoration lying on the
hydric soils (as defined by the 1970 Wake County Soils Map) and that these credits be
' released as per the usual schedule. A credit ratio of 2:1 was agreed to for the 4.0 acres
of wetland restoration lying on the hydric soils (as defined by the fieldwork associated
with this mitigation project) but that these credits not be released until the success
' criteria outlined in section 7.2 have been achieved. A credit ratio of 3:1 was agreed to
for the 2.3 acres of wetland creation but these credits also will not be released until the
success criteria are met.
38
10.0 REFERENCES
North Carolina Natural Heritage Program, Significant Natural Heritage Areas, Robertson
Millpond and Buffalo Creek.
' Petedohn, B.G., J.R. Sauer and C.S. Robbins. In Press. The North American Breeding
Bird Survey and population trends of neotropical migrant birds. T.E. Martin and D.
Finch, eds. Neotropical Migrant Birds.
Pierce, G.J. 1993. Planning Hydrology for Constructed Wetlands. Wetland Technical
Institute.
' Robbins, C.S., J.R. Sauer, R.S. Greenberg and S. Droege. 1989. Population declines in
North American birds that migrate to the neotropics. Proc. Natl. Acad. Sci., USA
86:7658-7662.
Rosgen, D. 1996. Applied River Morphology. Wildland Hydrology, Pagosa Springs
Colorado.
Skaggs, R.W. 1980. DrainMod. North Carolina State University. Raleigh, North
Carolina.
Stantec, 2001. US 64 Knightdale Pypass Interchange Study. Prepared for Town of
Knightdale and the Capital Area Metropolitan Planning Organization.
' USACE. 1997. HEC-RAS River Analysis System, Version 2.0. USACE, Hydrologic
Engineering Center, Davis California.
USDA. 1970. Soil Survey, Wake County, North Carolina.

I

39
I

1
1

i

APPENDIX A
SOILS DATA

I Mark's Creek Soil Investigation
September 6, 2001
Two transects of the width of the drained pond and two sample plots were taken.
Samples were taken approximately every 30 feet in the transects.
TRANSECT 1: Runs south to north, 100 meters west of dam.
Point 1- Located at bottom of south slope.
• 0-6" - 10YR 6/4 mixture of grainy sand (similar to fill material)
• 6-18" - l OYR 5/2 mixture of grainy sand
Point 2 - Located - 30 feet north of Point 1
• 0-6" - IOYR 4/1 loam with IOYR 4/3 mottles
t • 6-12" - Gley 1, 5/N loamy sand with 1OYR 5/4 mottles
• 12-18" - Gley 1, 6/N loamy sand with 10YR 5/4 mottles
Point 3 - Located - 30 feet north of Point 2
• 0-2" -10YR 4/1 loam with 10YR 4/3 mottles
• 2-8" - 1OYR 4/1 loam
• 8-18" - IOYR 4/1 loamy clay
Point 4 - Located - 30 feet north of Point 3
• 0-8" -10YR 4/1 loam with 10YR 4/3 mottles
• 8-17" - 1OYR 4/1 loamy sand
. 17-18" - Gley 1, 51N loamy sand
Point 5 - Located - 30 feet north of Point 4
• 0-3" - l OYR 4/2 loam
• 3-5" -10YR 4/1 loam
• 5-18" -10YR 4/1 loamy sand with 10YR 4/3 mottles
Point 6 - Located - 30 feet north of Point 5
• 0-4" - l OYR 4/2 loam with lots of l OYR 4/3 mottles
• 4-7" -1 OYR 6/3 sand
' • 7-12" - l OYR 4/2 loamy sand (hardpacked)
• 12-18"- IOYR 5/2 loamy sand (hardpacked)

Point 7 - Located - 30 feet north of Point 6
• 0-2" -10YR 4/1 loam with lots of redox
' • 2-12+" - l OYR 4/2 grainy sandy loam (hardpacked)
Point 8 - Located - 60 feet north of Point 7 60 feet from northern edge of slope)
• 0-1" - l OYR 5/1 loam
• 1-10"- l OYR 6/4 sandy loam
• 10-18"- lOYR 5/3 sandy loam

TRANSECT 2 Runs south to north, and is aligned with the western edge of the
caretaker's house.

i

Point 1 - Located at the bottom of the steep southern slope
• 0-3" -10YR 4/1 loam with lots of 10YR 6/3 mottles
• 3-6" - l OYR 4/2 sandy loam with l OYR 5/4 mottles
• 6-13" - IOYR 5/2 sandy loam with l OYR 5/6 mottles
• 13-18" - Gley 1, 51N loamy sand
Point 2 - Located - 30 feet north of Point 1
• 0-2" - l OYR 4/1 loam with 1OYR 5/4 mottles
• 2-8" - l OYR 4/2 sandy loam with l OYR 5/4 mottles
• 8-18" - IOYR 4/1 loamy sand with 1OYR 5/4 mottles
Point 3 - Located - 30 feet north of Point 2
• 0-6" - IOYR 4/1 loam with IOYR 5/4 mottles
6-11" - l OYR 4/1 loamy sand with 1OYR 5/4 mottles
• 11-18"- IOYR 3/1 loam with lOYR 5/4 mottles
Point 4 - Located - 30 feet north of Point 3 (- 10 feet south of streambed)
. 0-10" - IOYR 4/1 loam with IOYR 5/4 mottles
• 10-14" - lOYR 4/1 loamy sand
• 14-18" - Gley 1, 5/N loamy sand
Point 5 - Located - 30 feet north of Point 4 (- 20 feet north of streambed)
• 0-14" - l OYR 4/1 loam with IOYR 5/4 mottles
• 14-18" - Gley 1, 61N loamy sand with l OYR 515 mottles
Point 6 - Located - 30 feet north of Point 5
• 0-10" - lOYR 4/1 loam with l OYR 5/4 mottles
• 10-17" - lOYR 4/1 loamy sand with Gley 1, 5/N and IOYR 5/5 loamy sand mottles
• 17-18" - Gley 1, 5/N loamy sand
Point 7 - Located - 30 feet north of Point 6
' • 0-6" - l OYR 4/1 loam with IOYR 5/4 mottles
• 6-10" - l OYR 4/1 loamy sand with 1OYR 5/4 mottles
• 10-18" - IOYR 4/1 loam

Point 8 - Located - 30 feet north of Point 7
• 04" - 10YR 4/2 loam with 10YR 5/4 mottles
• 4-18" - IOYR 5/2 loamy sand with l OYR 5/4 mottles (hardpacked and blocky)

I

11,

PLOT 1: Located - 150 feet northwest of the main house.
• 0-12" - 10YR 4/1 loam with oxidized root channels
• 12-18" -10YR 3/1 loamy sand
PLOT 2: Located - 200 feet west of Plot 1
• 0-10" - IOYR 4/1 loam
• 10-16" -10YR 4/1 loamy sand
• 16-18" -1 OYR 3/1 loamy sand
September 24, 2001
Soil sampling included excavation and auguring. Excavation of soil profile holes
occurred at four location in the northeast corner of the former pond footprint. Each hole
was dug to a depth of 24 inches. Auguring occurred within each soil profile hole and at
an additional 3 locations in the northeast corner. Sample 1 is located in the extreme
northeast corner of the site, each subsequent sample location is approximately 35 feet
south of the preceding location. Samples 6 and 7 are located 150 feet due west of
Samples 4 and 3, respectively.
Sample 1: Soil profile: Matrix is uniform in color, a light granite. There is a vertical
shaft of lighter, tan-white, material. Matrix is a sandy-loam, with fine particle size.
Auguring continued to a depth of 47 inches. Additional observations included higher
clay content in matrix at 36 inches and again at 45 inches. Larger gravel was
encountered at 45 inches along with a higher moisture content.
Sample 2: Soil profile: Observations included larger gravel encountered at 13
inches in depth, dark mottling of matrix at 13 inches, orgainic material at 31 inches, from
31 to 51 inches in depth the matrix is dark gray with a higher clay content. Soil moisture
increases from 13 inches to 50 inches. Auguring ended at 50 inches.

Sample 3: Soil profile: Matrix from 0 to 7 inches has tan- white mottling, and a
noticeable clay content. Profile from 7 to 29 inches is again uniform and a light granite
color. From 29 to 33 inches the matrix becomes more granular. From 33 to 66 inches
the soil matrix becomes much darker due to the presence of organic material, has a high
mica content and soil moisture increases. Auguring ended at 66 inches.
Sample 4: Soil profile: Matrix from 0 to 5 inches has tan-white mottling. Below the
mottling and to a depth of 23 inches the matrix becomes polychromatic. From 23
inches to 40 inches a higher clay content is noticeable in the matrix. Organic material is
encountered at 40 inches and the matrix is becoming darker due to a higher moisture
content. Soils appear to be saturated at 57 inches in depth. Auguring ended at 57
inches.
Sample 5: Soil profile: Upper 4 inches of soil are depositional soils from the
presence of the pond. Soil is highly compacted and contains a high amount of clay
content. Clay content high until 32 inches in depth. Matrix is more a sand-gravel
mixture from 32 inches to 40 inches. Matrix still retains a high moisture content at 40
inches. Auguring ended at 40 inches.

' Sample 6: Soil profile; Matrix very dense and compacted. Matrix has a high clay
content from 0 to 18 inches in depth. Matrix a sand-gravel mixture with light gray
' streaking from 18 to 47 inches. Soil had a high moisture content throughout. Auguring
ended at 47 inches.
Sample 7: Soil profile; Matrix a sand-gravel mixture light gray in color from 0 to 16
' inches in depth. From 16 to 27 inches a dense clay layer was encountered. Matrix
appeared to be a clay-loam with small gravel particles. Organic and oxidized material
was observed in this Iayer.From 27 to 35 inches the matrix is a uniform gray color, and
forms ribbons when rubbed between the fingers. Auguring ended at 35 inches.

11

I-
1
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SOUTH REFERENCE REACH

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Photos of South Reference Reach
II
I

Longitudinal Profile Data
Basin: Neuse
Reach: South Reference Reach
Observers: Kevin Williams, Katie McKeithan & Brad Fairley
Channel Type: C5
Drainage Area (sq mi): 0.1016
Station Elevation - thalweg Elevation - water surface
0.00 73.08 73.23
0.66 73.11 73.24
2.95 72.92 73.00
5.25 72.65
6.23 72.36 72.62
8.20 71.74 72.65
11.15 71.82
15.09 71.82 72.62
18.04 71.77 72.65
20.34 72.06 72.62
22.31 72.24 72.67
24.93 72.57 72.64
27.07 72.41 72.54
29.53 72.10 72.52
31.50 71.77 72.52
34.61 71.88 72.51
38.39 71.98 72.54
40.68 72.08 72.47
43.96 72.23 72.52
45.28 72.33 72.52
48.56 72.38 72.52
49.21 72.46 72.49
50.52 72.31
53.48 72.19
55.77 72.08 72.15
59.05 72.05 72.11
61.68 72.23 72.23
63.48 71.92 72.05
64.96 71.97 72.03
65.94 71.93
68.24 71.77 71.83
70.54 71.69 71.82
72.18 71.69 71.78
73.49 71.59 71.75
75.46 71.54
77.10 71.65 71.75
78.74 71.57 71.75
82.02 71.18 71.77
83.99 71.06 71.75
86.94 71.13 71.72
88.58 71.33 71.77
90.55 71.47 71.74
92.52 71.56 71.75
92.85 71.67 71.74
94.32 71.62 71.67
97.77 71.39 71.46
99.08 71.34 71.46
100.39 71.34 71.44
101.70 71.34 71.41
103.35 71.21 71.36
105.97 71.31 71.34
Channel Slope: 1.64 %
Stream Length: 157.97 ft
Valley Length: 85.96 ft
Sinousity: 1.84
Meander Length: 32.09 ft
Belt Width: 37.73 ft
Radius of Curvature: 10.82 ft

Cross Section Data

Basin: Neuse
Reach: South Reference Reach
I
Observers: Kevin Williams, Katie McKeithan & Brad Fairley
Channel Ty pe: C5
Drainage Area (sq mi): 0.1016
Riffle
STA 50.52 Bankfull Area 7.18 sq.ft
Bankfull Width 10.11 ft
Station Elevation Max depth 1.26 ft
1.31 74.26 Mean depth 0.71 ft
7.55 74.16 Width/Depth Ratio 15.40
9.84 74.05 Flood Prone Width 59.05 ft
11.15 73.61 Entrenchment Ratio 5.32
I
12.47 73.13
13.45 72.95
14.76 72.97
15.75 72.85
16.73 72.70
17.22 72.61
17.62 72.41
17.88 72.34
18.37 72.26
18.77 72.26
19.52 72.28
19.82 72.51
'
20.18 72.56
20.83 73.18
21.49 73.52
23.79 73.77
25.26 74.23
26.25 74.31
33.46 73.88
Pool
'
STA 86.94
Station Elevation
0.00 76.18
3.28 75.82
6.56 75.46
9.84 75.05
11.15 74.72
12.30 73.95
'
12.96 73.46
13.71 71.69
14.11 71.44
14.76 71.19
'
15.26 71.03
15.75 71.10
16.40 71.26
16.90 71.52
'
17.39 72.08
18.04 72.39
19.03 72.57
21.00 72.92
'
22.31 73.20
23.95 73.67
31.17 73.81
' 34.45 73.70

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Reference Reach Hints
. Stream: South Reference Reach
Watershed: Neuse
Location: Knightdale, NC
Latitude: 35.77539
Longitude: 78.44803
County: Wake
Date: August 21, 2001
Observers: Kevin Williams, Katie McKeithan & Brad Fairley
Channel Type: C5
Drainage Area (sq mi): 0.1016
Channel Materials
total riffle pool run glide bar sample
D16 0.121 0.077 0.255 0.000 0.000 ---
D35 0.26 0.17 0.37 0.00 0.00 ---
D50 0.4 0.2 '0.5 0.0 0.0 ---
D84 1 2 1 0 0 ---
D95 4 10 2 0 0 ---
Largest of Bar Sample
% Silt/Clay 7% 13% 2% --- --- ---
% Sand 85% 75% 94% --- --- ---
% Gravel 8% 12% 4% --- --- ---
% Cobble 0% 0% 0% --- --- ---
% Boulder 0% 0% 0% --- ---
% Bedrock 0% 0% 0% --- ---
L

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ei hted Pebble Count
Percent Riffle: 50 Percent Run:
Percent Pool: 50 Percent Glide: Pebble Count,
Material Size Range (mm) Total # South Reference Reach
silt/clay 0 0.062 7.4 # Neuse
very fine sand 0.062 0.13 9.0 # Knightdale, NC
fine sand 0.13 0.25 17.4 # Note:
medium sand 0.25 0.5 25.9 #
coarse sand 0.5 1 20.0 # Pebble Count, South Reference Reach
very coarse sand 1 2 12.4 # 100% 1 .-._ _.__. >_. _ _._ __......
very fine gravel 2 4 3.0 # 90% I -r a
fine gravel 4 6 0.5 # i
fine gravel 6 8 0.5 # 80% II - - - - - - - - -- -
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medium gravel 11 16 0.5 # 60%
coarse gravel 16 22 1.0 #
coarse gravel 22 32 0.5 # F 50%
very coarse gravel 32 45 0.0 # d 40% -- - -- --
ve coarse ravel 45 64 0-0 #
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small cobble 64 90 0.0 # 30% -
- - - -- -- -------- --- ---- --- ----
medium cobble s0 128 0.0 # c0i 20% -
large cobble 128 180 0.0 # a 10%
very large cobble 180 256 0.0 #
small boulder 256 362 0.0 # 0%
small boulder 362 512 0.0 # 0.01 0.1 1 10 100 1000 10000
medium boulder 512 1024 0.0 # Particle Size (mm)
large boulder 1024 2048 0.0 # -b-- CumulativePercent ? Percent Item ---Riffle -Pool -¦-Run -+-Glide
very large boulder 2048 4096 0.0 #
bedrock L- 1 0.0 # Size percent less than (mm) Percent by substrate type
Weighted Count: 100 D16 D35 D50 D84 D95 siivclay sand gravel cobble boulder bedrock
Tru e Total Particle Count: 201 0.121 0.26 0.4 1 4 7% 85% 8% 0% 0% 07

APPENDIX C
NORTH REFERENCE REACH

FIJ

Photos of North Reference Reach

Cross Section Data

Basin: Neuse
Reach: North Reference Reach
I
Observers: Kevin Wi lliams, Katie McKeithan, L ia Myott
Channel Type: B5c
Drainage Area (sq mi): 0.1406
Riffle
STA 105.97 Bankfull Area 11.45 sq.ft
Bankfull Width 18.00 ft
Station Elevation Max depth 1.08 ft
8.20 72.15 Mean depth 0.64 ft
14.11 71.29 Width/Depth Ratio 41.80
16.40 70.73 Flood Prone Width 30.00 ft
19.68 69.59 Entrenchment Ratio 1.96
22.15 69.58
I
23.95 69.73
25.43 69.63
26.25 69.56
26.90 69.42
27.30 69.29
28.02 69.22
28.38 69.21
28.54 69.18
29.10 69.28
'
29.82 69.32
31.73 69.49
34.12 69.91
35.76 70.26
'
41.01 70.60
45.28 70.80
' Pool
STA 19.68
Station Elevation
'
1.71 71.63
6.56 71.37
9.84 70.60
12.30 70.01
I
13.94 69.83
16.40 69.58
18.04 69.65
19.68 69.75
21.33 70.07
'
22.97 70.26
23.79 70.03
24.34 70.01
24.93 69.71
'
25.36 69.60
25.82 69.55
26.08 69.47
26.38 69.34
26.84 69.43
27.17 69.58
27.76 69.76
28.87 70.09
30.18 70.16
'
32.81 69.94
34.45 70.19
36.09 70.26
41.01 70.11

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rl- r- O
(4) UOIJen91?3
i
i
i
i
i
i
i
U
t4
N
N
U
C
N
O
v-
O
t
O
Z
0
0
0
w Y
cu
m m
l
TI
LO CO
N ?- O
(U) UOIJeAa13
LO
v
0
M
O
M v
0
w
U-) O
N
O
J
O
o Of,
N E
O
L
O
r
LO
O
O O ti
CO CO CO
APPENDIX D
DETAILS OF STRUCTURES
i
i
i
i
i
i
i
i
1/3 OF PROPOSED 1/3 OF PROPOSED 1/3 OF PROPOSED
CHANNEL WIDTH CHANNEL WIDTH CHANNEL WIDTH
I ?
FLOW
i
I I
20-30% - - _ - I
TOP OF BANK
/ 'y
WATER'S EDGE
I I I
TOP OF BANK PLAN VIEW
1/3 OF PROPOSED 1/3 OF PROPOSED 1/3 OF PROPOSED
CHANNEL WIDTH CHANNEL WIDTH CHANNEL WIDTH
TOP OF S ONE SHALL BE SET A MINIMUM OF 0.5ft
ABOVE BANKFULL ELEVATION AS SHOWN ON X-SECT.-7
NO GAPS i/
TOP OF CENTER BASE FLOW BETWEEN /
1/3 ROCKS SETS ELEVATION ROCKS
AT BASE FLOW / (VARIES)
ELEVATION I \
......................
STREAM BED
ELEVATION
I11=1L I? I j=
=1 1=1 1= T m
X11-111_111-III-III=ill II?TI FOOTER ROCKS
CROSS SECTION WILL BE PLACED INTO
THE EXISTING SUBSTRATE
A MINIMUM OF THE ROCK
DIAMETER
ROCK CROSS VANE
SCALE: NTS
NOTE:ALL STONES ARE TO BE STRUCTURE STONE.

TOP OF BANK 7 -EDGE OF WATER
i.
1/3 TO'/ WIDTH OF
PROPOS?D CHANNEL
20-30°
VANE ROCKS
FOOTER ROCKS
' O
?P
TOP OF BANK
EDGE OF WATER
STREAMBANK TOP OF VANE ELEVATION
(VARIES -SEE PLANS)
BASE FLOW ELEVATION
(VARIES)
I

ro /0
FOOTER ROCKS -?
WILL BE PLACED INTO
THE EXISTING SUBSTRATE
A MINIMUM OF THE ROCK DIAMETER. STREAM BED
ELEVATION
ROCK VANE
SCALE: NTS
NOTE: ALL STONES ARE TO BE STRUCTURE STONE.
PLAN VIEW
j
i

TOP OF BANK ?- EDGE OF WATER
' O
BURIED LOG P
All
20-30°
LOG VANE
BURIED LOG '
TOP OF BANK
FOOTER ROCKS J
1
PLAN VIEW ?I EDGE OF WATER
NOTE: LOG IS HARDWOOD MINIMUM DIAMETER
OF 12'. LOG IS BURIED A MINIMUM OF 4 FT
ON BOTH ENDS. ALL STONES ARE TO BE
STRUCTURE STONE.
STREAMBANK
ROCK
I
BURIED LOG
EXPOSED LOG.
TOP OF LOG VANE ELEVATION
(VARIES - SEE PLANS)
?T\I y S
-?pE
BASE FLOW ELEVATION
(VARIES)

STREAM BED--
ELEVATION
LOG VANE
SCALE: NTS
dHEN BACKFILLING OVER AND AROUND
ROOT WAD LOGS PACK ROCK IN BETWEEN
%LL WADS TO FIRMLY SECURE ALL
:ONNECTIONS AND GAPS. ROOTWAD TO
3E PLACED THRU BENDS.ROOTWADS TO
)VERLAP.STONE PLACED BETWEEN ROOTWADS.
ACTUAL NUMBER OF ROOTWADS AT EACH
LOCATION TO BE DETERMIINED BY THE ENGINEER
SEE PLANTING PLAN FOR
STABILIZATION MFA>URES
ANCHGP PG KS T„ REST ON TOP
OF R c 3 b
BANKFULL
ELEVATION -? ,-,----
--
(VARIES) 1
?I i
I I I-_I l I_ ?-' j ROC)T HORIZONTAL
INVERT
ELEVATION - ' NVERT

BQTTQM LE R. T VJ A -i- ----
.5 fit BELOW INVERT ELEV. _ L
-III- --? - - BOULDERS TO BE PLACED ON
-i I _
_I -11 1=1 11 =1 i TOP OF EA--H 4COT4VAD LOG
T TH.E S T RUCTURE IS
CURE.
ROOT WADS - CROSS SECTION
SCALE: NTS
iVV HU LV VJ
MIN.Ift DIA.
PLAN VIEW
i
i
i
i
LIVE STAKE DETAIL
LIVE STAKE
SOUARE CUT
BUDS (FACING UPw
LIVE CUTTING
(1/2--2' DIAMETER
ANGLE CUT 30•
i
I'
2 - 3 Feet

NOTEv STAKING MAY BE REOUIRED THROUGH
MATTING. ROCK OR COMPACTED SOILS.
A STARTER HOLE MAY BE REOUIRED.
LIVE ST+4KES

EXISTING.-PROPOSED I
GROUND
I
EXISTING
STREAMBED
BANK STABILIZATION WITH LIVE STAKES
NOTE
(.LIVE STAKES SHALL BE EVENLY SPACED
4' APART.2. LIVE STAKES SHALL BE DRIVEN
UNTIL APPROXIMATELY -y4OF LIVE STAKE
IS WITHIN GROUND
I
I
1
1
I
I
I
I
I
I
1
1
I
I
APPENDIX E
WATER BUDGET ANALYSIS

I

I
A water budget for the wetland mitigation site was developed using DRAINMOD.
DRAINMOD is a computer model that was developed by Dr. R. W. Skaggs, Professor,
North Carolina State University, to simulate the performance of water table management
systems. The use of DRAINMOD was necessary to properly model possible
groundwater interactions at the proposed wetland sites. The model simulates the
performance of a given system for a long period of weather record. It predicts water
table depth, drainage rates, surface runoff, and Evapotranspiration (ET), on a continuous
basis.
Inputs:
The following inputs are required for a wetland analysis:
-General Information:
The starting day of wetland evaluation for every year studied was April 3 (day 93) and
the ending day of wetland evaluation was November 3 (day 303). The model was set to
check for 27 continuous days of saturation. Saturation was considered to occur when
the water table was within 30 cm or less of the surface. The simulation started in August
1948 and ended December 1995.
The Conventional Drainage option was selected so that both surface and subsurface
components could be analyzed. Subsurface drainage is considered to be that drainage
provided by evenly spaced parallel drains with a free outlet. Surface drainage is
characterized by the average depth of depressional storage, with poor surface drainage
for large depressional storage and good surface drainage when the amount of water that
can be stored in surface depressions is small.
- Weather parameters:
The nearest useful precipitation gage to the wetland site is on the campus of NC State
University. The gage's ID number is 317069. NC State University provided Stantec with
rainfall and temperature data files for this gage in DRAINMOD format for the years from
1948 to 1995. The rainfall data is hourly amounts in hundredths of inches. The input file
for temperature consists of daily maximum and minimum air temperature in degrees
Fahrenheit for each day. DRAINMOD uses the temperature data files to compute
Potential Evapotranspiration using the Thornthwaite equation. This method uses the
latitude (350-90') and heat index (estimated at 750) for the location along with the
temperature data.
- Drainage Design:
Diagram 1 is a schematic that shows the condition that was modeled. Diagram 2 is a
close-up of the water table condition that was modeled. Listed below are the parameter
values that were inputted into the model.
' b (depth from soil surface to drain) = 16 cm L (Spacing between drains) = 8000 cm
Re (effective radius of drains) = 1 cm h (distance to impermeable layer) = 305 cm

de (equivalent depth from drain to impermeable layer) = 213.93 cm
hd (thickness of transmissive layer) = 305 cm
hr (hydraulic head of receiving waters) = 267 cm
Lr (distance to receiving waters) = 4500 cm
w (initial depth to water table) = 15 cm
m (maximum surface storage) = 2 cm
><
Ma• pew e?aw eq•? tAw mow. QdW M. u-'il- w'' I"
..Q all I u 919M An U14
MONK=
SOIL SURFACE
._t ..................................................
- Lr
sum! _ _. _ _
Diagram 1 Diagram 2
Below is a table that shows the lateral hydraulic conductivity values used in the model:
Bottom depth of layer (cm) Saturated hydraulic
conductive cm/hr
Layer 1 30 1.6
Layer 2 305 0.001
- Soil Data:
DRAINM©D requires three types of soil characteristic input, soil water characteristic,
drain volume - upflux, and infiltration data (Green-ampt). The soil water characteristic
data requires determining theta(cm/cm). Theta is a measure of how tightly water is held
in the soil matrix in the unsaturated state. Theta for each profile horizon was estimated
by matching texture and structure with similar soils that have published or otherwise

_ _ _DEPRE SSION STORl1GE _ _
SOIL SURFACE
W
b
WATER TABLE
I T ?e
h 1de I
?....5 L
RESTRICTIVE LAYER
available theta data. The DRAINMOD Reference Manual, titled "Methods for Design
and Evaluation of Drainage-Water Management Systems for Soils with High Water
' Tables" (Skaggs 1990), was the source used for all estimated soil numbers. The soil
characteristics for Nibley Silty Clay Loam were used to determine theta values for the
model. The drain volume - upflux parameters were estimated using the characteristics
of Goldsboro Sandy Loam. The Green-ampt parameters were the same values used for
' Wilson, Portsmouth-E soil.
Output:
See attachments.

rrrrrr•sat\a\e4ra:r4fi\\4rfff+rrf«r:4wxwrrrr+rw+wr rwrrw4awxwrf+«4w4wt4++++f a4f«r
D R A I N M 0 D 5.1
Copyright 1980-99 North Carolina State University
LAST UPDATE: SEPT 1999
LANGUAGE FORTRAN 77/90
DRAINMOD IS A FIELD-SCALE HYDROLOGIC MODEL DEVELOPED FOR
THE DESIGN OF SUBSURFACE DRAINAGE SYSTEMS. THE MODEL WAS
DEVELOPED BY RESEARCHERS AT THE DEPT. OF BIOLOGICAL AND
AGRICULTURAL ENGINEERING, NORTH CAROLINA STATE UNIVERSITY
UNDER THE DIRECTION OF R. W. SKAGGS.
trr4•{4+4Y44fff{{4r!{4t4r4«f44r4rfi Oaf\4\4lrrrf 41f 4r4r\r4r4r4444444441f rfa4lf a#r
DATA READ FROM INPUT FILE: C:\Drainmod\INPUTS\marks_creek.prj
Cream selector (0=no, 1=yes) - 0
TITLE OF RUN
tttt\\4fatt+
ANALYSIS OF WETLAND HYDROLOGIC CRITERIA for Marks Creek site at Knightdale, N.C.
for FOREST:87 m'D/SPACING, STMAX=S.Ocm, thwtd=30cm/14days, Ksat-15,2,8
CLIMATE INPUTS
4«>re44 444444
DESCRIPTION (VARIABLE) VALUE UNIT
------------------------------
FILE FOR RAINDATA ............ ---------------------------------------
..C:\DRAINMOD\WEATHER\RALEIGH.RAI ----- ----
FILE FOR TEMPERATURE/PET DATA ..C:\DRAINMOD\WEATHER\RALEIGH .TEM
RAINFALL STATION NUMBER ....... ...................(RAINID) 317069
TEMPERATURE/PET STATION NUMBER ...................(TEMPID) 317069
STARTING YEAR OF SIMULATION ... ...............(START YEAR) 1948 YEAR
STARTING MONTH OF SIMULATION .. ..............(START MONTH) 8 MONTH
ENDING YEAR OF SIMULATION ..... .................(END YEAR) 1995 YEAR
ENDING MONTH OF SIMULATION .... ................(END MONTH) 12 MONTH
TEMPERATURE STATION LATITUDE .. .................(TEMP LAT) 35.90 DEG.MIN
HEAT INDEX .................... ......................(HID) 75.00
ET MULTIPLICATION FACTOR FOR EACH MONTH
.84 .91 1.00 1.09 1.17 1.21 1.20 1.13 1.04 .95 .86 .82
DRAINAGE SYSTEM DESIGN
\x rf rtt\t\r«rrr{rtrfxr ,
*** CONVENTIONAL DRAINAGE ***
JOB TITLE:
ANALYSIS OF WETLAND HYDROLOGIC CRITERIA for Marks Creek site
for FOREST:87 m D/SPACING, STMAX=5.Ocm, thwtd=30Cm/14days, K
STMAX = 2.00 CM SOIL SURFACE
+ /) /)
ADEPTH =305. CM DDRAIN = 16. CM
0-------- - ---SDRAIN 9000. CM - ---------0 -
f
EFFRAD =1.00 CM
HDRAIN =214. CM
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
IMPERMEABLE LAYER
DEPTH SATURATED HYDRAULIC CONDUCTIVITY
(CM) (CM/HR)
0 - 30.0 1.600

' DEPTH TO DRAIN = 16.0 CM
EFFECTIVE DEPTH FROM DRAIN TO IMPERMEABLE LAYER = 213.9 CM
DISTANCE BETWEEN DRAINS = 9000.0 CM
MAXIMUM DEPTH OF SURFACE PONDING = 2.00 CM
EFFECTIVE DEPTH TO IMPERMEABLE LAYER = 229.9 CM
I DRAINAGE COEFFICIENT(AS LIMITED BY SUBSURFACE OUTLET) _ .10 CM/DAY
MAXIMUM PUMPING CAPACITY (SUBIRRIGATION MODE) = 2.50 CM/DAY
ACTUAL DEPTH FROM SURFACE TO IMPERMEABLE LAYER = 305.0 CM
SURFACE STORAGE THAT MUST BE FILLED BEFORE WATER
CAN MOVE TO DRAIN = 2.00 CM
' FACTOR -G- IN KIRKHAM EQ. 2-17 - 6.87
+ SEEPAGE LOSS INPUTS +
No seepage due to field slope
' No seepage due to vertical deep seepage
Lateral Deep Seepage
thickness of convenance layer (cm)= 305.000000
hydraulic head at offsite sink/source (cm). 267.000000
nk/source (cm)= 4500.000000
distance to offsite s
' i
lateral conductivity of conveyance layer (cm/hr). 1.000000E-02
+++ end of seepage inputs
WIDTH OF DITCH BOTTOM = 150.0 CM
SIDE SLOPE OF DITCH (HORIZ,VERT) - 3.00 c 1.00
' INITIAL WATER TABLE DEPTH - 15.0 CM
DEPTH OF WEIR FROM THE SURFACE
------------------------------
DATE 1/ 1 2/ 1 3/ 1 4/ 1 5/ 1 6/ 1
WEIR DEPTH 16.0 16.0 16.0 16.0 16.0 16.0
DATE 7/ 1 8/ 1 9/ 1 10/ 1 11/ 1 12/ 1
WEIR DEPTH 16.0 16.0 16.0 16.0 16.0 16.0
SOIL INPUTS
•++w+•+we++
' TABLE 1
DRAINAGE TABLE
VOID VOLUME WATER TABLE DEPTH
(C (CM)
' .0 .0
1.0 40.0
2.0 60.0
3.0 78.2
4.0 95.0
5.0 120.0
' 6.0 140.0
7.0 160.0
8.0 180.0
9.0 190.0
10.0 200.0
11.0 210.0
' 12.0 220.0
13.0 226.7
14.0 233.3
15.0 240.0
16.0 242.0
17.0 244.0
' 18.0 246.0
19.0 248.0
20.0 250.0
21.0 259.4
22.0 268.8
23.0 278.1
' 24.0 287.5
25.0 296.9
26.0 306.3
27.0 315.6
28.0 325.0
29.0 334.4
30.0 343.8
35.0 390.6
40.0 437.5
45.0 484.4
50.0 531.3
60.0 625.0
' 70.0 718-8
80.0 812.5
90.0 906.3
1 TABLE 2
' SOIL WATER CHARACTERISTIC VS VOID VOLUME VS UPFLUX

HEAD WATER CONTENT VOID VOLUME UPFLUX
(CM) (CM/CM) (CM) (CM/HR)
.0 .5000 .00 1.0000
10.0 .3980 .20 .5000
20.0 .3970 .40 .3000
30.0 .3950 .65 .1000
40.0 .3900 1.00 .0333
50.0 .3850 1.60 .0167
60.0 .3800 2.00 .0104
70.0 .3750 2.55 .0075
80.0 .3650 3.10 .0046
90.0 .3625 3.70 .0033
100.0 .3600 4.30 .0021
110.0 .3560 4.65 .0012
120.0 .3520 5.00 .0004
130.0 .3480 5.50 .0002
140.0 .3440 6.00 .0000
150.0 .3400 6.50 .0000
160.0 .3340 7.00 .0000
170.0 .3280 7.50 .0000
180.0 .3220 8.00 .0000
190.0 .3160 9.00 .0000
200.0 .3100 10.00 .0000
210.0 .3080 11.00 .0000
220.0 .3060 12.00 .0000
230.0 .3040 13.50 .0000
240.0 .3020 15.00 .0000
250.0 .3000 20.00 .0000
260.0 .2980 21.07 .0000
270.0 .2960 22.13 .0000
280.0 .2940 23.20 .0000
290.0 .2920 24.27 .0000
300.0 .2900 25.33 .0000
350.0 .2800 30.67 .0000
400.0 .2777 36.00 .0000
450.0 .2754 41.33 .0000
500.0 .2731 46.67 .0000
600.0 .2685 57.33 .0000
700.0 .2638 68.00 .0000
800.0 .2592 78.67 .0000
900.0 .2546 89.33 .0000
GREEN AMPT INFILTRATION PARAMETERS
W.T.D. A B
(CM) (CM) (CM)
.000 .000 .000
50.000 1.200 .750
100.000 6.500 1.200
150.000 10.000 1.500
200.000 12.000 1.500
500.000 15.000 1.500
1000.000 15.000 1.500
TRAFFICABILITY
.xxxxxx+xxxxxx
FIRST
REQUIREMENTS PERIOD
-MINIMUM AIR VOLUME IN SOIL (CM): 3.00
-MAXIMUM ALLOWABLE DAILY RAINFALL(CM): 1.20
-MINIMUM TIME AFTER RAIN BEFORE TILLING CAN CONT INUE: 2.00
WORKING TIMES
-DATE TO BEGI N COUNTING WORK DAYS: 3/15
-DATE TO STOP COUNTING WORK DAYS: 8/30
-FIRST WORK HOUR OF THE DAY: 8
-LAST WORK HOUR OF THE DAY: 20
SECOND
PERIOD
3.00
1.20
2.00
12/31
12/31
8
20
CROP
SOIL MOISTURE AT WILTING POINT = .17
HIGH WATER STRESS: BEGIN STRESS PERIOD ON 4/10
END STRESS PERIOD ON 11/16
CROP IS IN STRESS WHEN WATER TABLE IS ABOVE 30.0 CM
DROUGHT STRESS: BEGIN STRESS PERIOD ON 4/10
END STRESS PERIOD ON 11/16
MO DAY ROOTING DEPTH(CM)
1 1 45.0
12 31 45.0
WASTEWATER IRRIGATION

rt«,.R,rtff,
NO WASTEWATER IRRIGATION SCHEDULED:
-----------------------------------
***** Wetlands Parameter Estimation +
Start Day = 93 End Day - 303
Threshold Water Table Depth (cm) = 30.0
Threshold Consecutive Days = 27
Fixed Monthly Pet values
1 1.00 2 1.00 3 1.00 4 1.00 5 1.00 6 1.00 7 1.00 8 1.00 9 1.00 10 1.00 11 1.00 12
1.00
Mrank indicator - 0
f«r«RrtwrrtrRrt«#+#*:*#«ReR*R##rR END OF INPUTS #RrwR«rt«rrtrtrtrtRrtR#f #rRfR#«Y,f rR
----------RUN STATISTICS ---------- time: 9/28/2001 ® 11:40
input file: C:\Drainmod\INPUTS\marks_creek.prj
parameters: free drainage and yields not calculated
drain spacing 9000. cm drain depth = 16.0 cm
------------------------------------------------------------------------
FOR 2/1949, NUMBER DAYS MISSING TEMPERATURE= 2
FOR 3/1952, NUMBER DAYS MISSING TEMPERATURE= 3
FOR 5/1955, NUMBER DAYS MISSING TEMPERATURE= 1
- WARNING - RAINFALL FILE ***
MONTH 4, YEAR 1982 NOT POUND
RAINFALL IS ZERO, OR MISSING FOR THIS MONTH
FOR 8/1995, NUMBER DAYS MISSING TEMPERATURE= 3
FOR 10/1995, NUMBER DAYS MISSING TEMPERATURE= 1
TERMINATE SIMULATION DUE TO END OF LOOP
**> Computational Statistics <*+
**> Start Computations = 700.334
**> End Computations = 700.393
**> Total simulation time = 3.5 seconds.

1
0
--------- -----------------....------
* DRAINMOD version 5.1
* Copyright 1980-99 North Carolina State University '
-----------------------------------------------------
ANALYSIS OF WETLAND HYDROLOGIC CRITERIA for Marks Creek site at Knightdale, N.C.
for FOREST:87 m D/SPACING, STMAX=S.OCm, thwtd-30Cm/14days, Ksat=15,2,8
+wa•wrrxrrrwrrxwwxewrr++r•+waarxwwwww:+:wrrwxrww••a•++wwrax xr+•a•+::x••rra•w++a•
-------RUN STATISTICS ---------- time: 9/28/2001 a 11:40
input file: C:\Drainmod\INPUTS\marks_creek.prj
parameters: free drainage and yields not calculated
drain spacing a 9000. cm drain depth = 16.0 cm
----------------------------------------------------------------------
D R A I N M 0 D--- HYDROLOGY EVALUATION
****** INTERIM EXPERIMENTAL RELEASE ******
Number of periods with water table closer than 30.00 cm
for at least 27 days. Counting starts on day
93 and ends on day 303 of each year
YEAR Number of Periods Longest Consecutive
of 27 days or Period in Days
more with WTD
< 30.00 cm
------ ------------------
1948 0. 10.
1949 1. 45.
1950 0. 16.
1951 1. 31.
1952 0. 18.
1953 0. 26.
1954 0. 23.
1955 0. 20.
1956 1. 27.
1957 0. 17.
1958 1. 45.
1959 1. 28.
1960 0. 22.
1961 0. 23.
1962 0. 24.
1963 0. 12.
1964 0. 20.
1965 0. 15.
1966 0. 20.
1967 1. 39.
1968 1. 37.
1969 0. 26.
1970 0. 21.
1971 0. 23.
1972 1. 31.
1973 0. 20.
1974 0. 23.
1975 0. 23.
1976 0. 14.
1977 0. 13.
1978 1. 27.
1979 0. 23.
1980 0. 23.
1981 0. 15.
1982 0. 11.
1983 1. 34.
1984 1. 33.
1985 0. 4.
1986 0. 1.
1987 1. 31.
1988 1. 30.
1989 1. 48.
1990 0. 23.
1991 0. 8.
1992 0. 16.
1993 1. 28.
1994 0. 17.
1995 1. 54.
Number of Years with at least one period = 16. out of 48 years
11

n

0

------------------- -------------------------
r DRAINMOD version 5.1
* Copyright 1980-99 North Carolina State
' University_*
----------------------- - --------------------------
ANALYSIS OF WETLAND HYDROLOGIC CRITERIA for Marks Creek site at Knightdale, N.C.
for FOREST:87 m D/SPACING, STMAX=S.OCm, thwtd=30cm/14days, Ksat=15,2,8
rxrrrr xrrrr:•rrr+rrrrrr+r+r+r+rr+rrr,rrr:rrrrrrxr:rrrrrrrrr++:r+xrxxrrrrrr+x+++rr
--RUN STATISTICS ---------- time: 9/28/2001 0 11:40
input file: C:\Drainmod\INPUTS\marks_creek.prj
parameters: free drainage and yields not calculated
drain spacing 9000. cm drain depth = 16.0 cm
--------------------- - -------------------------------------------------
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1948
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 .00 .00 .00 .00 .00 .00 .0
2 .00 .00 .00 .00 .00 .00 .0
3 .00 .00 .00 .00 .00 .00 .0
4 .00 .00 .00 .00 .00 .00 .0
5 .00 .00 .00 .00 .00 100 .0
6 .00 . .00 .00 .00 .00 .00 .0
7 .00 .00 .00 .00 .00 .00 .0
8 13.56 8.02 14.89 .01 5.55 254.76 .0
9 10.11 10.11 9.41 .00 .00 .00 .0
10 7.49 7.49 4.17 .00 .00 .00 .0
11 20.88 6.08 2.72 .04 12.83 388.75 .0
12 13.06 1.33 1.23 .04 11.71 .00 .0
TOTALS 65.10 33.03 32.43 .09 30.08 643.51 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1949
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.19 1.97 1.87 .04 5.21 .00 .0
2 7.98 1.92 1.84 .04 6.09 .00 .0
3 3.76 3.56 3.47 .04 1.31 .00 .0
4 6.22 5.55 5.46 .04 .08 630.00 .0
5 10.62 8.85 11.67 .02 3.20 480.39 .0
6 7.11 7.11 16.71 .00 .00 .00 .0
7 13.59 13.59 19.64 .00 .00 .00 .0
8 22.53 22.53 11.38 .00 .00 .00 9.0
9 14.91 14.91 8.94 .01 .00 145.75 .0
10 6.58 6.58 6.04 .00 .00 1.90 .0
11 5.87 3.07 1.94 .04 .87 477.31 .0
12 4.19 1.27 1.17 .04 3.12 .00 .0
TOTALS 110.54 90.91 90.13 .27 19.88 1735.35 9.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1950
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 6.10 2.62 2.52 .04 3.41 .00 .0
2 3.99 1.22 1.14 .04 2.68 .00 .0
3 6.78 2.40 2.31 .04 5.03 .00 .0
4 5.05 6.27 6.20 .02 .00 300.47 .0
5 16.99 10.87 11.90 .02 6.13 480.04 .0
6 14.27 14.27 16.04 .00 .00 .00 .0
7 12.88 12.88 16.81 .00 .00 9.93 .0
8 2.06 2.06 14.90 .00 .00 .00 2.0
9 9.42 9.42 7.68 .00 .00 .00 6.0
10 8.31 8.31 5.96 .00 .00 .00 .0
11 3.45 3.45 2.05 .00 .00 .00 .0
12 6.76 6.76 .52 .00 .00 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 5.56 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 12.86 .00 .00
.00 11.75 .00 .00
.00 30.17 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 5.25 .00 .00
.00 6.13 .00 .00
.00 1.35 .00 .00
.00 .12 .00 .00
.00 3.22 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .91 .00 .00
.00 3.16 .00 .00
.00 20.15 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 3.45 .00 .00
.00 2.72 .00 .00
.00 5.07 .00 .00
.00 .02 .00 .00
.00 6.16 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
LATSP DRN+SP
.00 .00
.00 .00
.00 .00
.00 .00
.00 .00
.00 .00
.00 .00
.04 .06
.03 .03
.04 .04
.05 .09
.05 .10
.22 .31
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.05 .07
.03 .03
.03 .03
.02 .02
.04 .04
.04 .04
.05 .09
.05 .10
.52 .79
LATSP DRN+SI
.05 .10
.05 .05
.05 .1C
.05 .07
.05 .07
.04 .04
.04 .04
.03 .0?
.02 .0:
.02 .0:
.02 .0:
.03 .0_
TOTALS 96.06 80.54 87.93 .16 17.26 790.44 8.0 .00 17.42 .00 .00 .46 .62
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1951
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 3.99 3.99 1.13 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
2 4.72 4.72 1.56 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
3 6.27 4.65 2.53 .02 .00 .00 .0 .00 .02 .00 .00 .05 .07
4 11.40 5.48 5.76 .04 7.55 621.55 .0 .00 7.58 .00 .00 .05 .09
5 4.50 4.50 10.45 .00 .00 21.08 .0 .00 .00 .00 .00 .04 .04
6 8.71 8.71 17.20 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
7 11.91 11.91 16.92 100 .00 .00 7.0 .00 .00 .00 .00 .02 .02
8 10.24 10.24 10.49 .00 .00 .00 15.0 .00 .00 .00 .00 .02 .02
9 3.51 3.51 3.66 .00 .00 .00 22.0 .00 .00 .00 .00 .02 .02
10 7.37 7.37 4.41 .00 .00 .00 6.0 .00 .00 .00 .00 .02 .02
11 6.83 6.83 1.55 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
12 8.23 8.23 1.43 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
TOTALS 87.68 80.13 77.10 .06 7.55 642.63 50.0 .00 7.60 .00 .00 .38 .43
1

d

1

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1952
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.46 7.21 1.75 .00 2.26 .00 .0
2 9.78 1.24 1.15 .04 8.53 .00 .0
3 15.77 2.38 2.29 .04 14.06 .00 .0
4 6.27 6.24 6.16 .03 .19 409.48 .0
5 9.30 10.47 11.85 .02 .00 388.13 .0
6 4.83 4.83 19.88 .00 .00 .00 .0
7 16.00 16.00 10.29 .00 .00 .00 17.0
8 24.79 24.79 15.12 .00 .00 .00 .0
9 4.34 4.34 9.80 .00 .00 .00 .0
10 3.51 3.51 4.01 .00 .00 .00 .0
11 11.18 9.37 2.08 .01 .32 .00 .0
12 7.70 .88 .79 .04 6.31 .00 .0
TOTALS 124.92 91.26 85.17 .19 31.66 797.61 17.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1953
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 10.41 1.52 1.42 .04 9.00 .00 .0
2 9.35 1.33 1.24 .04 8.17 .00 .0
3 11.25 3.22 3.13 .04 8.44 .00 .0
4 11.61 6.36 6.27 .03 4.81 540.30 .0
5 3.48 5.24 14.93 .01 .00 254.22 .0
6 10.13 10.13 15.74 .00 .00 .00 .0
7 2.03 2.03 6.67 .00 .00 .00 24.0
8 6.86 6.86 7.04 .00 .00 .00 18.0
9 8.79 8.79 1.92 .00 .00 .00 25.0
10 1.12 1.12 5.73 .00 .00 .00 .0
11 4.19 4.19 2.11 .00 .00 .00 .0
12 12.29 12.29 1.21 .00 .00 .00 .0
TOTALS 91.52 63.08 67.42 .17 30.42 794.52 67.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1954
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 19.10 5.94 .96 .02 11.49 .00 .0
2 4.32 1.79 1.70 .04 2.20 .00 .0
3 11.40 2.87 2.77 .04 8.54 .00 .0
4 7.19 6.06 8.18 .03 3.13 445.67 .0
5 9.27 9.27 9.55 .02 .00 374.04 .0
6 2.84 2.84 16.90 .00 .00 .00 .0
7 13.06 13.06 15.64 .00 .00 .00 7.0
8 12.85 12.85 13.70 .00 .00 .00 7.0
9 1.45 1.45 1.64 .00 .00 .00 29.0
10 12.52 12.52 2.05 .00 .00 .00 14.0
11 6.43 6.43 1.43 .00 .00 .00 .0
12 5.31 5.31 .74 .02 .00 .00 .0
TOTALS 105.74 80.38 75.25 .16 25.36 819.71 57.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1955
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 6.40 1.12 .63 .04 3.29 .00 .0
2 9.98 1.32 1.24 .04 8.92 .00 .0
3 3.96 3.89 3.79 .04 .85 .00 .0
4 6.86 6.24 7.69 .03 1.57 349.63 .0
5 4.95 4.95 13.52 .00 .00 .00 .0
6 5.41 5.41 13.83 .00 .00 .00 .0
7 16.21 16.21 16.60 .00 .00 .00 8.0
8 26.64 26.64 12.97 .00 .00 .00 7.0
9 11.00 11.00 9.58 .00 .00 99.98 .0
10 4.98 4.98 4.67 .00 .00 .00 .0
it 5.94 5.68 1.93 .01 .00 .00 .0
12 1.50 .70 .60 .04 .00 .00 .0
TOTALS 103.84 88.14 87.05 .19 14.63 449.61 15.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1956
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 2.67 .58 .48 .04 1.34 .00 .0
2 11.94 1.45 1.36 .04 10.36 .00 .0
3 8.56 2.61 2.51 .04 6.20 .00 .0
4 12.04 5.58 5.49 .04 7.31 571.68 .0
5 4.78 5.62 11.87 .02 .00 334.22 .0
6 11.25 11.25 16.44 .01 .00 123.36 .0
7 17.35 17.35 18.01 .00 .00 .00 .0
8 3.33 3.33 11.11 .00 .00 .00 13.0
9 9.50 9.50 3.26 .00 .00 .00 20.0
10 8.08 8.08 5.17 .00 .00 .00 .0
11 3.51 3.51 1.99 .00 .00 .00 .0
12 8.33 8.33 2109 .00 .00 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 2.26 .00 .00
.00 8.57 .00 .00
.00 14.10 .00 .00
.00 .22 .00 .00
.00 .02 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .34 .00 .00
.00 6.35 .00 .00
.00 31.85 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 9.05 .00 .00
.00 6.20 .00 .00
.00 8.48 .00 .00
.00 4.85 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 30.59 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 11.51 .00 .00
.00 2.24 .00 .00
.00 8.58 .00 .00
.00 3.16 .00 .00
.00 .02 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .02 .00 .00
.00 25.52 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 3.33 .00 .00
.00 8.95 .00 .00
.00 .89 .00 .00
.00 1.60 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .01 .00 .00
.00 .04 .00 .00
.00 14.83 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 1.38 .00 .00
.00 10.39 .00 .00
.00 6.24 .00 .00
.00 7.35 .00 .00
.00 .02 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
LATSP DRN+SP
.04 .04
.05 .09
.05 .10
.05 .08
.05 .07
.03 .03
.02 .02
.03 .03
.04 .04
.03 .03
.04 .05
.05 .10
.49 .67
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.04 .05
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.42 .59
LATSP DRN+SP
.04 .07
.05 .09
.05 .10
.05 .08
.05 .06
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.05 .07
.45 .61
LATSP DRN+SP
.05 .09
.05 .09
.05 .10
.05 .08
.04 .04
.03 .03
.02 .02
.02 .02
.04 .05
.04 .04
.04 .05
.05 .10
.50 .69
LATSP DRN+SE
.05 .1C
.05 .05
.05 .1C
.05 .09
.04 OE
.04 .04
.03 .0?
.02 .0:
.02 .0:
.02 .0:
.03 .0--
.03 .0:
TOTALS 101.32 77.17 79.79 .18 25.21 1029.27 33.0 .00 25.39 .00 .00 .45 .63
H
I

I

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1957
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.16 4.32 1.03 .00 .85 .00 .0
2 11.18 1.62 1.53 .04 9.56 .00 .0
3 5.72 2.56 2.47 .04 3.70 .00 .0
4 4.22 5.67 8.15 .02 .00 278.55 .0
5 14.88 11.04 11.66 .01 3.85 160.45 .0
6 15.32 13.38 16.09 .01 1.94 302.24 .0
7 5.46 5.46 18.64 .00 .00 .00 .0
8 12.32 12.32 7.08 .00 .00 .00 16.0
9 11.63 11.63 10.53 .00 .00 .00 .0
10 4.34 4.34 3.64 .00 .00 .00 .0
11 16.59 14.46 2.20 .01 .16 .00 .0
12 8.69 1.28 1.19 .04 7.43 .00 .0
TOTALS 117.50 88.08 84.20 .17 27.48 741.23 16.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1958
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 8.71 .41 .31 .04 8.40 .00 .0
2 8.23 .61 .53 .04 7.57 .00 .0
3 6.48 1.53 1.43 .04 4.89 .00 .0
4 12.75 6.07 5.98 .04 6.87 624.69 .0
5 16.38 11.21 11.12 .03 6.27 743.11 .0
6 11.18 11.85 15.16 .01 .00 195.19 .0
7 12.24 12.24 18.74 .00 .00 .00 .0
8 15.82 15.82 15.34 .00 .00 .00 .0
9 3.00 3.00 9.43 .00 .00 .00 .0
10 7.57 7.57 4.49 .00 .00 .00 .0
11 2.62 2.62 2.78 .00 .00 .00 .0
12 10.77 10.77 .51 .00 .00 .00 .0
TOTALS 115.75 83.69 85.82 .20 34.00 1562.99 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1959
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 4.50 3.74 .87 .02 .00 .00 .0
2 8.59 1.31 1.23 .04 6.18 .00 .0
3 8.18 2.46 2.37 .04 5.75 .00 .0
4 14.81 6.76 7.03 .04 9.86 617.65 .0
5 6.43 6.43 12.49 .00 .00 .00 .0
6 6.58 6.58 16.14 .00 .00 .00 .0
7 22.43 22.43 16.47 .00 .00 .00 2.0
8 15.04 15.04 12.74 .00 .00 .00 8.0
9 8.94 8.94 9.92 .00 .00 .00 .0
10 16.59 14.42 5.49 .01 .39 246.60 .0
11 6.55 2.05 1.95 .04 4.43 480.00 .0
12 5.71 .99 .89 .04 4.66 .00 .0
TOTALS 124.33 91.13 87.61 .22 31.27 1344.25 10.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1960
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.66 1.01 .91 .04 10.58 .00 .0
2 13.36 .78 .69 .04 12.69 .00 .0
3 12.55 1.19 1.10 .04 11.43 .00 .0
4 11.61 7.61 7.54 .02 4.87 276.94 .0
5 12.88 8.88 10.78 .02 4.95 585.26 .0
6 6.43 6.43 16.33 .00 .00 .00 .0
7 18.97 18.97 16.22 .00 .00 .00 .0
8 13.79 13.79 16.02 .00 .00 .00 .0
9 7.75 7.75 10.08 .00 .00 .00 .0
10 5.82 5.82 5.30 .00 .00 .00 .0
11 2.24 2.24 2.09 .00 .00 .00 .0
12 4.88 4.88 .42 .00 .00 .00 .0
TOTALS 121.92 79.34 87.47 .17 44.51 862.20 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1961
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.32 7.32 .46 .00 .00 .00 .0
2 14.60 3.51 1.51 .03 9.32 .00 .0
3 11.10 3.71 3.62 .04 7.16 .00 .0
4 5.66 4.94 4.85 .04 2.62 549.49 .0
5 7.47 6.94 9.59 .02 .63 371.64 .0
6 10.29 10.29 14.31 .00 .00 .00 .0
7 7.87 7.87 17.98 .00 .00 .00 .0
8 16.56 16.56 13.92 .00 .00 .00 3.0
9 3.18 3.17 9.18 .00 .00 .00 8.0
10 2.95 2.95 3.08 .00 .00 .00 19.0
11 5.33 5.33 1.25 .00 .00 .00 11.0
12 12.09 12.09 .71 .00 .00 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 .85 .00 .00
.00 9.60 .00 .00
.00 3.74 .00 .00
.00 .02 .00 .00
.00 3.86 .00 .00
.00 1.95 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .17 .00 .00
.00 7.47 .00 .00
.00 27.65 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 8.45 .00 .00
.00 7.61 .00 .00
.00 4.93 .00 .00
.00 6.91 .00 .00
.00 6.30 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 34.20 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 .02 .00 .00
.00 6.22 .00 .00
.00 5.79 .00 .00
.00 9.90 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .40 .00 .00
.00 4.47 .00 .00
.00 4.70 .00 .00
.00 31.50 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 10.62 .00 .00
.00 12.73 .00 .00
.00 11.47 .00 .00
.00 4.89 .00 .00
.00 4.97 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 44.68 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 9.35 .00 .00
.00 7.20 .00 .00
.00 2.65 .00 .00
.00 .65 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
LATSP DRN+SP
.04 .04
.05 .09
.05 .10
.05 .07
.04 .05
.04 .06
.03 .03
.02 .02
.02 .02
.03 .03
.03 .04
.05 .10
.47 .64
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.05 .09
.04 .05
.03 .03
.03 .03
.02 .02
.03 .03
.02 .02
.03 .03
.47 .67
LATSP DRN+SP
.05 .07
.05 .09
.05 .10
.05 .09
.04 .04
.03 .03
.03 .03
.02 .02
.03 .03
.04 .05
.05 .09
.05 .10
.50 .73
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .07
.05 .08
.03 .03
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.45 .62
LATSP DRN+SF
.03 .03
.05 .08
.05 .10
.05 .09
.05 .06
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
TOTALS 104.42 84.69 80.45 .12 19.73 921.13 41.0 .00 19.85 .00 .00 .41 .53

MONTHLY VOLUMES IN CEN'
MONTH RAIN INFIL ET DRAIN
1 16.66 5.87 .74 .03
2 6.96 1.53 1.45 .04
3 12.32 2.09 2.00 .04
4 8.18 5.47 5.65 .03
5 3.48 3.55 14.21 .00
6 16.18 16.18 14.52 .00
7 17.96 17.96 16.78 .00
8 5.03 5.03 14.50 .00
9 9.45 9.45 6.94 .00
10 2.51 2.51 5.84 .00
11 18.26 18.26 1.41 .00
12 5.61 2.44 .66 .01
'IMETERS FOR YEAR 1962
RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
8.86 .00 .0 .00 8.89 .00 .00 .05 .09
5.77 .00 .0 .00 5.80 .00 .00 .05 .09
9.82 .00 .0 .00 9.87 .00 .00 .05 .10
4.64 522.46 .0 .00 4.68 .00 .00 .05 .09
.00 9.01 .0 .00 .00 .00 .00 .04 .04
.00 .00 .0 .00 .00 .00 .00 .03 .03
.00 .00 .0 .00 .00 .00 .00 .03 .03
.00 .00 .0 .00 .00 .00 .00 .03 .03
.00 .00 8.0 .00 .00 .00 .00 .02 .02
.00 .00 .0 .00 .00 .00 .00 .02 .02
.00 .00 .0 .00 .00 .00 .00 .03 .03
1.18 .00 .0 .00 1.19 .00 .00 .05 .06
TOTALS 122.61 90.35 84.69 .16 30.27 531.46 8.0 .00 30.42 .00 .00 .45 .61
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1963
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 7.52 .67 .58 .04 6.85 .00 .0 .00 6.89 .00 .00 .05 .10
2 8.76 .48 .39 .04 8.30 .00 .0 .00 8.33 .00 .00 .05 .09
3 9.65 3-69 3.59 .04 7.42 .00 .0 .00 7.46 .00 .00 .05 .10
4 4.50 5.03 6.69 .02 .00 224.91 .0 .00 .02 .00 .00 .05 .06
5 10.29 10.29 10.38 .00 .00 1.31 .0 .00 .00 .00 .00 .04 .04
6 4.37 '4.37 14.42 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
7 8.92 8.92 15.06 .00 .00 .00 5.0 .00 .00 .00 .00 .03 .03
B 5.33 5.33 7.31 .00 .00 .00 21.0 .00 .00 .00 .00 .02 .02
9 7.04 7.04 3.93 .00 .00 .00 19.0 .00 .00 .00 .00 .02 .02
10 1.12 1.12 3.79 .00 .00 .00 11.0 .00 .00 .00 .00 .02 .02
11 17.93 17.93 2.06 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
12 8.33 4.23 .28 .02 2.10 .00 .0 .00 2.12 .00 .00 .05 .07
TOTALS 93.75 69.09 68.48 .16 24.66 226.23 56.0 .00 24.82 .00 .00 .44 .60
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1964
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 9.30 .96 .87 .04 8.33 .00 .0 .00 8.37 .00 .00 .05 .10
2 10.44 .62 .53 .04 9.83 .00 .0 .00 9.87 .00 .00 .05 .09
3 7.44 3.01 2.91 .04 4.79 .00 .0 .00 4.83 .00 .00 .05 .10
4 8.61 4.43 6.04 .03 5.82 341.36 .0 .00 5.85 .00 .00 .05 .08
5 2.34 2.34 12.12 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
6 8.66 8.66 16.70 .00 .00 .00 1.0 .00 .00 .00 .00 .03 .03
7 10.31 10.31 10.27 .00 .00 .00 19.0 .00 .00 .00 .00 .02 .02
8 14.43 14.43 7.90 .00 .00 .00 20.0 .00 .00 .00 .00 .02 .02
9 13.44 13.44 9.29 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
10 10.03 10.03 3.34 .00 .00 .07 .0 .00 .00 .00 .00 .04 .04
11 3.51 3.51 2.57 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
12 10.49 2.58 1.12 .03 6.07 .00 .0 .00 6.10 .00 .00 .05 .09
TOTALS 108.99 74.31 73.65 .18 34.84 341.43 40.0 .00 35.02 .00 .00 .48 .66
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1965
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 3.73 1.10 1.00 .04 2.48 .00 .0 .00 2.52 .00 .00 .05 .10
2 6.10 1.35 1.27 .04 4.89 .00 .0 .00 4.93 .00 .00 .05 .09
3 10.36 1.66 1.56 .04 9.12 .00 .0 .00 9.16 .00 .00 .05 .10
4 3.84 5.27 5.99 .02 .00 204.08 .0 .00 .02 .00 .00 .05 .07
5 5.59 5.59 13.90 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
6 21.13 19.80 13.78 .01 1.33 177.76 .0 .00 1.34 .00 .00 .04 .05
7 14.07 14.07 16.62 .01 .00 267.20 .0 .00 .01 .00 .00 .04 .06
8 7.62 7.62 16.02 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
9 6.73 6.73 10.93 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
10 4.50 4.50 4.65 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
11 3.12 3.12 2.22 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
12 .63 .63 1.08 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
TOTALS 87.43 71.44 89.04 .16 17.83 649.04 .0 .00 17.99 .00 .00 .45 .61
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1966
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 13.77 13.77 .57 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
2 12.09 5.91 .83 .01 4.21 .00 .0 .00 4.21 .00 .00 .04 .04
3 4.60 2.95 2.85 .04 3.36 .00 .0 .00 3.40 .00 .00 .05 .10
4 5.13 5.40 5.53 .01 .00 226.51 .0 .00 .02 .00 .00 .05 .06
5 12.57 11.05 10.77 .03 1.52 823.80 .0 .00 1.55 .00 .00 .05 .09
6 9.35 9.36 15.35 .00 .00 30.14 .0 .00 .00 .00 .00 .04 .04
7 2.31 2.31 15.32 .00 .00 .00 8.0 .00 .00 .00 .00 .03 .03
8 14.71 14.71 15.08 .00 .00 .00 2.0 .00 .00 .00 .00 .02 .02
9 9.09 9.09 4.42 .00 .00 .00 18.0 .00 .00 .00 .00 .02 .02
10 5.11 5.11 4.61 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
11 5.23 5.23 2.17 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
12 6.63 6.63 1.01 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
TOTALS 100.58 91.50 78.52 .10 9.08 1080.45 28.0 .00 9.18 .00 .00 .41 .51

1

1

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1967
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 4.17 4.17 1.29 .00 .00 .00 .0
2 9.65 3.79 .84 .03 3.91 .00 .0
3 4.11 4.12 4.02 .04 1.45 .00 .0
4 7.67 7.50 7.45 .01 .00 136.35 .0
5 10.54 9.19 9.44 .03 2.01 827.28 .0
6 11.61 11.61 14.14 .00 .00 142.03 .0
7 8.86 8.86 17.11 .00 .00 30.32 .0
8 15.80 15.80 14.74 .00 .00 .00 .0
9 4.42 4.42 8.54 .00 .00 .00 .0
10 5.74 5.74 5.02 _00 .00 .00 .0
11 5.44 5.44 1.56 .00 .00 .00 .0
12 12.52 11.16 1.36 .00 .00 .00 .0
TOTALS 100.53 91.80 85.50 .12 7.37 1135.98 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1968
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.32 .69 .60 .04 6.24 .00 .0
2 2.54 .42 .33 .04 1.86 .00 .0
3 5.64 3.68 3.62 .04 3.62 .00 .0
4 7.70 5.76 5.64 .04 .96 611.85 .0
5 9.70 9.23 9.16 .01 .74 371.35 .0
6 4.42 '5.47 15.43 .01 .00 129.08 .0
7 13.08 13.08 16.88 .00 .00 .00 .0
8 6.35 6.35 12.58 .00 .00 .00 11.0
9 4.50 4.50 4.67 .00 .00 .00 19.0
10 13.08 13.08 5.04 .00 .00 .00 6.0
11 9.12 9.12 2.44 .00 .00 .00 .0
12 6.98 6.20 .53 .00 .00 .00 .0
TOTALS 90.42 77.58 76.92 .18 13.43 1112.28 36.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1969
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 3.94 .68 .59 .04 2.25 .00 .0
2 9.14 .75 .66 .04 8.33 .00 .0
3 10.03 1.57 1.47 .04 8.94 .00 .0
4 3.63 5.02 5.84 .03 .00 526.47 .0
5 7.24 7.24 10.47 .00 .00 .00 .0
6 12.22 12.22 15.48 .00 .00 .00 .0
7 11.18 11.18 18.17 .00 .00 .00 .0
8 16.03 16.03 13.26 .00 .00 .00 .0
9 15.77 15.77 8.29 .00 .00 .00 .0
10 5.31 5.31 4.75 .00 .00 92.91 .0
11 2.57 2.57 1.41 .00 .00 .00 .0
12 8.41 3.22 .45 .03 3.45 .00 .0
TOTALS 105.46 81.54 80.85 .19 22.97 619.38 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1970
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 5.74 .57 .48 .04 4.93 .00 .0
2 8.81 .63 .55 .04 8.23 .00 .0
3 10.26 1.99 1.89 .04 8.26 .00 .0
4 5.26 4.74 6.39 .03 2.45 395.85 .0
5 8.53 8.53 10.75 .00 .00 99.65 .0
6 2.21 2.21 15.07 .00 .00 .00 .0
7 14.33 14.33 15.08 .00 .00 .00 5.0
8 11.35 11.35 13.76 .00 .00 .00 6.0
9 3.05 3.05 1.48 .00 .00 .00 26.0
10 11.35 11.35 3.79 .00 .00 .00 7.0
11 4.04 4.04 1.93 .00 .00 .00 .0
12 6.53 6.53 1.07 .00 .00 .00 .0
TOTALS 91.47 69.33 72.25 .15 23.88 495.50 44.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1971
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 8.33 4.06 .47 .04 2.27 .00 .0
2 9.78 1.34 1.25 .04 8.75 .00 .0
3 9.37 1.87 1.77 .04 7.31 .00 .0
4 6.58 5.36 5.28 .03 2.58 412.92 .0
5 11.89 9.81 9.73 .02 1.69 556.82 .0
6 7.09 8.00 16.61 .00 .00 62.89 .0
7 11.58 11.58 17.33 .00 .00 .00 .0
8 15.90 15.90 14.22 .00 .00 .00 .0
9 7.39 7.39 10.36 .00 .00 .00 .0
10 19.13 19.13 5.72 .00 .00 .00 .0
11 4.60 4.49 2.05 .00 .00 .00 .0
12 4.29 2.19 2.09 .04 .63 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 3.94 .00 .00
.00 1.49 .00 .00
.00 .01 .00 .00
.00 2.04 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 7.49 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 6.29 .00 .00
.00 1.90 .00 .00
.00 3.66 .00 .00
.00 1.00 .00 .00
.00 .75 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 13.61 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 2.29 .00 .00
.00 8.37 .00 .00
.00 8.98 .00 .00
.00 .04 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 3.48 .00 .00
.00 23.15 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 4.98 .00 .00
.00 8.26 .00 .00
.00 8.31 .00 .00
.00 2.48 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 24.03 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 2.31 .00 .00
.00 8.78 .00 .00
.00 7.35 .00 .00
.00 2.61 .00 .00
.00 1.72 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .67 .00 .00
LATSP DRN+SP
.04 .04
.05 .07
.05 .10
.04 .05
.05 .09
.04 .05
.04 .04
.03 .03
.03 .03
.02 .02
.02 .02
.04 .04
.45 .57
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.05 .06
.04 .05
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.04 .05
.47 .65
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.04 .04
.04 .04
.03 .03
.03 .03
.03 .03
.04 .05
.04 .04
.05 .08
.50 .69
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .08
.04 .05
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.03 .03
.43 .58
LATSP DRN+SF
.05 .09
.05 .09
.05 .10
.05 .08
.05 .08
.04 .04
.03 .03
.03 .03
.02 .02
.03 .03
.04 .05
.05 .10
TOTALS 115.93 91.11 86.89 .21 23.22 1032.63 .0 .00 23.44 .00 .00 .50 .72

11

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1972
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 5.00 1.34 1.24 .04 3.77 .00 .0
2 10.49 .99 .90 .04 9.31 .00 .0
3 6.35 2.86 2.76 .04 3.17 .00 .0
4 4.88 5.54 6.11 .03 1.34 459.39 .0
5 13.56 9.72 9.01 .04 3.85 859.32 .0
6 10.57 10.57 12.81 .00 .00 13.66 .0
7 17.27 17.27 17.20 .00 .00 .00 .0
8 10.59 10.59 14.98 .00 .00 .00 .0
9 14.73 14.73 9.45 .00 .00 .00 .0
10 10.06 5.68 4.11 .04 2.89 796.73 .0
11 15.19 1.94 1.84 .04 12.75 480.00 .0
12 12.73 1.46 1.36 .04 11.35 .00 .0
TOTALS 131.42 82.67 81.80 .31 48.42 2609.10 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1973
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 6.78 .89 .79 .04 5.83 .00 .0
2 13.97 .81 .73 .04 13.16 .00 .0
3 10.31 4.04 3.95 .04 6.24 .00 .0
4 11.18 5.94 5.86 .03 5.79 456.58 .0
5 10.13 9.86 9.77 .03 1.14 807.90 .0
6 23.83 16.29 16.24 .01 7.14 236.44 .0
7 7.92 8.89 16.90 .00 .00 59.05 .0
8 11.68 11.68 15.22 .00 .00 .00 .0
9 2.87 2.87 11.16 .00 .00 .00 1.0
10 1.52 1.52 .68 .00 .00 .00 28.0
11 1.55 1.55 2.74 .00 .00 .00 3.0
12 16.21 16.21 .81 .00 .00 .00 .0
TOTALS 117.96 80.56 84.85 .20 39.30 1559.97 32.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1974
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.15 6.91 1.91 .01 2.52 .00 .0
2 7.29 1.13 1.05 .04 6.15 .00 .0
3 8.48 4.15 4.06 .04 4.22 .00 .0
4 3.35 4.63 6.71 .03 .57 423.10 .0
5 19.48 13.00 10.79 .03 6.49 702.59 .0
6 10.21 10.21 14.33 .01 .00 144.65 .0
7 3.96 3.96 17.51 .00 .00 .00 .0
8 12.24 12.24 14.01 .00 .00 .00 .0
9 9.42 9.42 9.20 .00 .00 .00 1.0
10 3.12 3.12 2.95 .00 .00 .00 10.0
11 4.55 4.55 1.80 .00 .00 .00 9.0
12 10.21 10.21 .88 .00 .00 .00 .0
TOTALS 103.48 83.54 85.21 .15 19.94 1270.34 20.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1975
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 15.47 8.35 1.07 .03 5.66 .00 .0
2 7.24 1.18 1.10 .04 5.56 .00 .0
3 15.90 2.06 1.96 .04 13.95 .00
4 4.17 3.92 5.23 .03 2.10 454.39 .0
5 9.75 9.75 11.62 .00 .00 .00 .0
6 4.22 4.22 15.27 .00 .00 .00 .0
7 17.12 17.12 15.58 .00 .00 .00 .0
8 5.36 5.36 12.76 .00 .00 .00 10.0
9 14.66 14.66 5.58 .00 .00 .00 15.0
10 3.12 3.12 5.79 .00 .00 .00 .0
11 11.68 11.68 2.78 .00 .00 .00 .0
12 10.26 5.93 .83 .01 2.33 .00 .0
TOTALS 118.95 87.35 79.57 .14 29.60 454.39 25.0
MONTHLY VCLUMES IN CENTIMETERS FOR YEAR 1976
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.80 .63 .53 .04 7.24 .00 .0
2 3.91 2.53 2.44 .04 2.87 .00 .0
3 8.05 4.64 4.56 .03 1.90 .00 .0
4 .58 2.18 7.23 .02 .35 144.23 .0
5 12.04 12.04 10.60 .00 .00 .00 .0
6 6.48 6.48 15.61 .00 .00 .00 .0
7 2.54 2.54 9.52 .00 .00 .00 16.0
8 3.86 3.86 4.10 .00 .00 .00 26.0
9 15.21 15.21 7.84 .00 .00 .00 6.0
10 10.08 10.08 3.92 .00 .00 .00 .0
11 4.80 4.80 .94 .00 .00 .00 .0
12 10.26 3.31 .40 .03 4.95 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 3.81 .00 .00
.00 9.35 .00 .00
.00 3.21 .00 .00
.00 1.37 .00 .00
.00 3.88 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 2.92 .00 .00
.00 12.79 .00 .00
.00 11.40 .00 .00
.00 48.73 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 5.88 .00 .00
.00 13.20 .00 .00
.00 6.28 .00 .00
.00 5.82 .00 .00
.00 1.18 .00 .00
.00 7.15 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 39.50 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 2.53 .00 .00
.00 6.19 .00 .00
.00 4.25 .00 .00
.00 .60 .00 .00
.00 6.52 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 20.09 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 5.68 .00 .00
.00 5.60 .00 .00
.00 13.99 .00 .00
.00 2.13 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 2.34 .00 .00
.00 29.74 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 7.28 .00 .00
.00 2.91 .00 .00
.00 1.94 .00 .00
.00 .37 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 4.98 .00 .00
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .08
.05 .09
.04 .04
.04 .04
.04 .04
.03 .03
.05 .09
.05 .09
.05 .10
.57 .88
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .08
.05 .09
.04 .05
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.47 .66
LATSP DRN+SP
.04 .05
.05 .09
.05 .09
.05 .08
.05 .08
.04 .05
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.43 .58
LATSP DRN+SP
.05 .07
.05 .09
.05 .10
.05 .08
.04 .04
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.04 .05
.44 .58
LATSP DRN+SP
.OS .10
.05 .09
.05 .09
.05 .06
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.03 .03
.05 .08
TOTALS 85.62 68.31 67.70 .16 17.32 144.23 48.0 .00 17.48 .00 .00 .45 .61

t

t
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1977
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.16 .13 .03 .04 7.08 .00 .0
2 5.41 1.06 .98 .04 4.32 .00 .0
3 14.30 3.69 3.60 .04 11.02 .00 .0
4 4.80 4.40 7.57 .02 1.96 154.10 .0
5 10.01 10.01 11.55 .00 .00 .00 .0
6 2.13 2.13 15.29 .00 .00 .00 .0
7 2.26 2.26 4.21 .00 .00 .00 29.0
8 10.46 10.46 10.66 .00 .00 .00 13.0
9 9.80 9.80 7.98 .00 .00 .00 6.0
10 12.85 12.85 3.83 .00 .00 .00 .0
11 5.64 5.64 2.51 .00 .00 .00 .0
12 9.40 7.06 .72 .01 .35 .00 .0
TOTALS 94.23 69.51 68.93 .15 24.73 154.10 48.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1978
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 17.86 .40 .31 .04 17.51 .00 .0
2 3.63 .30 .21 .04 3.27 .00 .0
3 11.18 2.89 2.79 .04 8.98 .00 .0
4 15.49 6.05 5.99 .01 8.81 166.85 .0
5 10.67 6.37 10.61 .03 6.24 625.65 .0
6 10.31 10.31 16.60 .00 .00 .00 .0
7 9.22 9.22 18.25 .00 .00 .00 1.0
8 4.72 4.72 5.16 .00 .00 .00 26.0
9 3.48 3.48 3.65 .00 .00 .00 24.0
10 3.71 3.71 3.83 .00 .00 .00 11.0
11 10.59 10.59 2.22 .00 .00 .00 7.0
12 8.28 8.28 1.14 .00 .00 .00 .0
TOTALS 109.14 66.32 70.75 .16 44.81 792.50 69.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1979
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 14.50 5.68 .58 .03 6.83 .00 .0
2 14.10 .60 .51 .04 13.59 .00 .0
3 6.83 3.49 3.40 .04 4.37 .00 .0
4 6.68 5.91 6.25 .03 1.64 533.63 .0
5 11.96 11.36 10.93 .03 .60 692.94 .0
6 8.31 7.82 12.97 .01 .49 184.63 .0
7 12.29 12.29 16.20 .00 .00 .00 .0
8 4.22 4.22 14.91 .00 .00 .00 5.0
9 17.17 17.17 9.10 .00 .00 .00 2.0
10 4.78 4.78 5.07 .00 .00 .00 .0
11 12.01 12.01 2.38 .00 .00 .00 .0
12 2.39 2.39 .96 .00 .00 .00 .0
TOTALS 115.24 87.71 83.26 .17 27.53 1411.19 7.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1980
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.15 1.90 .59 .03 7.25 .00 .0
2 4.85 .89 .80 .04 4.04 .00 .0
3 14.91 2.30 2.20 .04 12.72 .00 .0
4 5.00 6.19 7.14 .03 .63 393.26 .0
5 5.92 5.92 12.83 .00 .00 .00 .0
6 12.42 12.42 15.99 .00 .00 .00 .0
7 5.36 5.36 13.77 .00 .00 .00 11.0
8 4.75 4.75 4.96 .00 .00 .00 24.0
9 9.55 9.55 6.97 .00 .00 .00 15.0
10 5.71 5.72 4.63 .00 .00 .00 .0
11 7.29 7.29 1.78 .00 .00 .00 .0
12 3.61 3.61 .91 .00 .00 .00 .0
TOTALS 90.53 65.89 72.58 .14 24.64 393.26 50.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1981
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 2.21 2.21 .31 .00 .00 .00 .0
2 7.67 7.67 1.40 .01 .00 .00 .0
3 5.97 2.51 2.05 .04 1.84 .00 .0
4 2.62 4.24 7.20 .02 .00 203.75 .0
5 10.87 10.87 9.72 .00 .00 .00 .0
6 1.40 1.40 18.78 .00 .00 .00 1.0
7 14.45 14.45 14.98 .00 .00 .00 10.0
8 13.56 13.56 11.79 .00 .00 .00 5.0
9 6.86 6.86 8.89 .00 .00 .00 1.0
10 11.79 11.79 2.04 .00 .00 .00 22.0
11 2.41 2.41 2.21 .00 .00 .00 .0
12 12.60 10.92 .61 .00 .00 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 7.12 .00 .00
.00 4.36 .00 .00
.00 11.06 .00 .00
.00 1.98 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .36 .00 .00
.00 24.88 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 17.55 .00 .00
.00 3.31 .00 .00
.00 9.02 .00 .00
.00 8.83 .00 .00
.00 6.26 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 44.97 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 6.86 .00 .00
.00 13.63 .00 .00
.00 4.41 .00 .00
.00 1.68 .00 .00
.00 .63 .00 .00
.00 .50 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 27.70 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 7.28 .00 .00
.00 4.07 .00 .00
.00 12.76 .00 .00
.00 .66 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 24.77 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 .01 .00 .00
.00 1.88 .00 .00
.00 .02 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
LATSP DRN+SP
.05 .10
.05 .09
.05 .09
.05 .06
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.04 .06
.43 .58
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .06
.05 .08
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.43 .59
LATSP DRN+SP
.05 .08
.05 .09
.05 .10
.05 .09
.05 .08
.04 .05
.03 .03
.02 .02
.02 .02
.03 .03
.03 .03
.04 .04
.49 .66
LATSP DRN+SP
.05 .08
.05 .09
.05 .10
.05 .08
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.41 .55
LATSP DRN+SF
.03 .03
.04 .04
.05 .09
.05 .07
.04 .04
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.03 .03
TOTALS 92.41 88.88 79.96 .06 1.84 203.75 39.0 .00 1.91 .00 .00 .39 .45

i
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MONTHLY VOLUMES IN CEN".
MONTH RAIN INFIL ET DRAIN
1 8.71 .61 .52 .04
2 12.62 1.45 1.37 .04
3 7.67 3.38 3.28 .04
4 .00 .75 5.91 .00
5 10.67 10.67 13.25 .00
6 21.31 21.27 15.39 .01
7 8.48 8.48 18.82 .00
8 4.65 4.65 12.15 .00
9 3.94 3.94 2.91 .00
10 9.98 9.98 4.09 .00
11 5.94 5.94 2.45 .00
12 10.21 10.21 1.76 .00
'IMETERS FOR YEAR 1982
RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
7.78 .00 .0 .00 7.83 .00 .00 .05 .10
11.19 .00 .0 .00 11.23 .00 .00 .05 .09
5.53 .00 .0 .00 5.57 .00 .00 .05 .10
.00 .00 .0 .00 .00 .00 .00 .04 .05
.00 .00 .0 .00 .00 .00 .00 .03 .03
.04 292.23 .0 .00 .05 .00 .00 .04 .05
.00 .00 .0 .00 .00 .00 .00 .03 .03
.00 .00 9.0 .00 .00 .00 .00 .03 .03
.00 .00 20.0 .00 .00 .00 .00 .02 .02
.00 .00 7.0 .00 .00 .00 .00 .02 .02
.00 .00 .0 .00 .00 .00 .00 .03 .03
.00 .00 .0 .00 .00 .00 .00 .03 .03
TOTALS 104.19 81.33 81.89 .14 24.54 292.23 36.0 .00 24.68 .00 .00 .44 .57
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1983
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 4.55 1.69 .47 .04 1.00 .00 .0 .00 1.04 .00 .00 .05 .09
2 15.24 .77 .68 .04 14.32 .00 .0 .00 14.36 .00 .00 .05 .09
3 19.76 2.79 2.69 .04 16.98 .00 .0 .00 17.02 .00 .00 .05 .10
4 8.99 4.78 4.69 .04 5.98 630.00 .0 .00 6.02 .00 .00 .05 .09
5 14.96 10.06 9.99 .02 5.02 421.63 .0 .00 5.04 .00 .00 .05 .07
6 7.85 '7.95 14.76 .01 .00 149.96 .0 .00 .01 .00 .00 .04 .05
7 2.79 2.79 15.57 .00 .00 .00 9.0 .00 .00 .00 .00 .03 .03
8 4.60 4.60 4.94 .00 .00 .00 26.0 .00 .00 .00 .00 .02 .02
9 5.41 5.41 4.01 .00 .00 .00 16.0 .00 .00 .00 .00 .02 .02
10 9.12 9.12 5.00 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
11 9.80 9.80 2.03 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
12 16.89 7.58 .69 .03 7.33 .00 .0 .00 7.36 .00 .00 .05 .08
TOTALS 119.96 67.34 65.53 .21 50.64 1201.59 51.0 .00 50.85 .00 .00 .47 .69
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1984
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 12.52 .45 .36 .04 12.12 .00 .0 .00 12.17 .00 .00 .05 .10
2 14.35 1.60 1.51 .04 12.70 .00 .0 .00 12.74 .00 .00 .05 .09
3 13.72 2.21 2.11 .04 11.70 .00 .0 .00 11.74 .00 .00 .05 .10
4 11.30 5.21 5.12 .04 7.65 630.00 .0 .00 7.69 .00 .00 .05 .09
5 13.79 10.03 9.97 .01 2.37 270.22 .0 .00 2.38 .00 .00 .05 .06
6 7.82 9.46 16.65 .01 .00 117.41 .0 .00 .01 .00 .00 .04 .04
7 23.37 22.99 15.71 .00 .00 127.80 .0 .00 .00 .00 .00 .04 .04
8 2.87 3.25 15.52 .00 .00 110.18 .0 .00 .00 .00 .00 .04 .04
9 5.87 5.87 8.72 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
10 1.85 1.85 6.73 .00 .00 .00 5.0 .00 .00 .00 .00 .02 .02
11 4.17 4.17 1.17 .00 .00 .00 3.0 .00 .00 .00 .00 .02 .02
12 5.89 5.89 2.00 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
TOTALS 117.53 72.97 85.57 .19 46.54 1255.61 8.0 .00 46.72 .00 .00 .47 .66
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1985
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 12.27 12.27 .34 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
2 11.28 2.64 1.20 .04 6.89 .00 .0 .00 6.92 .00 .00 .05 .09
3 2.62 3.82 3.72 .04 .13 .00 .0 .00 .17 .00 .00 .05 .09
4 1.63 2.05 7.67 .00 .00 .00 .0 .00 .00 .00 .00 .04 .05
5 10.03 10.03 11.51 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
6 7.29 7.29 15.36 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
7 15.95 15.95 17.07 .00 .00 .00 .0 .00 .00 .00 .00 .02 .02
8 9.47 9.47 11.05 .00 .00 .00 7.0 .00 .00 .00 .00 .02 .02
9 .58 .58 3.02 .00 .00 .00 26.0 .00 .00 .00 .00 .02 .02
10 4.45 4.45 4.54 .00 .00 .00 18.0 .00 .00 .00 .00 .02 .02
11 19.33 19.33 3.12 .00 .00 .00 1.0 .00 .00 .00 .00 .02 .02
12 2.06 2.06 .72 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
TOTALS 96.95 89.94 79.32 .08 7.02 .00 5210 .00 7.10 .00 .00 .38 .46
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1986
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY PUMP TWLOSS SLOPSP VERTSP LATSP DRN+SP
1 4.78 3.80 .65 .01 .00 .00 .0 .00 .01 .00 .00 .04 .05
2 4.19 1.54 1.45 .04 1.65 .00 .0 .00 1.69 .00 .00 .05 .09
3 7.77 3.54 3.44 .04 5.82 .00 .0 .00 5.86 .00 .00 .05 .10
4 2.57 2.97 7.31 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
5 7.57 7.57 11.35 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
6 4.88 4.88 15.13 .00 .00 .00 7.0 .00 .00 .00 .00 .02 .02
7 10.97 10.97 12.66 .00 .00 .00 15.0 .00 .00 .00 .00 .02 .02
8 30.94 30.94 12.27 .00 .00 .00 5.0 .00 .00 .00 .00 .03 .03
9 2.41 2.41 10.64 .00 .00 .00 .0 .00 .00 .00 .00 .04 .04
10 3.25 3.25 6.10 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
11 7.04 7.04 2.61 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
12 7.49 7.49 .80 .00 .00 .00 .0 .00 .00 .00 .00 .03 .03
TOTALS 93.85 86.39 84.41 .09 7.47 .00 27.0 .00 7.56 .00 .00 .42 .51

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1

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1987
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 16.59 2.22 .50 .04 12.46 .00 .0
2 14.02 .73 .65 .04 13.20 .00 .0
3 7.32 3.01 2.91 .04 4.40 .00 .0
4 11.89 5.32 5.23 .04 7.70 630.00 .0
5 3.02 3.79 12.67 .00 .00 66.36 .0
6 5.36 5.36 16.16 .00 .00 .00 4.0
7 4.52 4.52 4.82 .00 .00 .00 30.0
8 14.73 14.73 6.41 .00 .00 .00 21.0
9 13.92 13.92 10.60 .00 .00 .00 .0
10 4.34 4.34 3.56 .00 .00 .00 .0
11 3.53 3.53 2.50 .00 .00 .00 .0
12 7.67 7.67 1.01 .00 .00 .00 .0
TOTALS 106.91 69.15 67.02 .16 37.76 696.36 55.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1988
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 8.00 .64 .44 .04 5.57 .00 .0
2 6.15 1.21 1.12 .04 4.89 .00 .0
3 4.47 3.11 3.01 .04 2.11 .00 .0
4 9.04 5.42 5.70 .04 4.71 600.09 .0
5 7.24 7.24 10.64 .01 .00 179.60 .0
6 7.32 '7.32 15.00 .00 .00 .00 .0
7 6.83 6.83 14.99 .00 .00 .00 9.0
8 8.64 8.64 5.33 .00 .00 .00 23.0
9 12.45 12.45 9.45 .00 .00 .00 .0
10 14.40 14.40 3.45 .00 .00 .00 .0
11 8.48 4.89 2.25 .04 1.72 476.43 .0
12 2.64 1.12 1.02 .04 1.40 .00 .0
TOTALS 95.66 73.25 72.41 .24 20.40 1256.11 32.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1989
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 3.43 1.26 1.16 .04 3.02 .00 .0
2 16.46 1.46 1.37 .04 14.16 .00 .0
3 13.72 3.43 3.34 .04 11.50 .00 .0
4 12.47 6.07 5.98 .04 5.18 609.87 .0
5 9.86 4.90 10.14 .02 6.95 577.14 .0
6 18.54 18.54 16.64 .00 .00 .00 .0
7 13.87 13.87 17.57 .00 .00 .00 .0
8 12.90 12.90 15.03 .00 .00 .00 .0
9 10.06 10.06 10.22 .00 .00 .00 .0
10 8.74 8.74 5.13 .00 .00 .00 .0
11 10.01 8.33 2.31 .01 .06 .00 .0
12 7.65 .56 .47 .04 6.70 .00 .0
TOTALS 137.69 90.12 89.37 .23 47.58 1187.01 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1990
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 7.80 1.75 1.66 .04 6.14 .00 .0
2 9.70 2.37 2.28 .04 7.39 .00 .0
3 12.75 4.39 4.30 .04 8.29 .00 .0
4 5.56 6.08 7.02 .03 1.40 455.70 .0
5 17.70 12.32 11.22 .02 4.46 540.65 .0
6 2.62 3.55 16.51 .00 .00 59.61 .0
7 5.64 5.64 12.45 .00 .00 .00 15.0
8 6.73 6.73 6.98 .00 .00 .00 24.0
9 .76 .76 .95 .00 .00 .00 30.0
10 14.45 14.45 4.51 .00 .00 .00 9.0
11 3.84 3.84 2.77 .00 .00 .00 .0
12 7.82 7.82 1.64 .00 .00 .00 .0
TOTALS 95.38 69.70 72.29 .18 27.68 1055.96 78.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1991
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 10.46 4.08 .79 .03 4.43 .00 .0
2 1.75 1.77 1.68 .04 .52 .00 .0
3 11.66 4.25 4.16 .04 7.03 .00 .0
4 2.64 4.44 7.33 .01 .00 2.26 .0
5 7.34 7.34 14.15 .00 .00 .00 .0
6 5.21 5.21 15.38 .00 .00 .00 2.0
7 26.09 26.09 18.98 .00 .00 .00 2.0
8 4.75 4.75 12.16 .00 .00 .00 10.0
9 8.03 8.03 2.92 .00 .00 .00 18.0
10 3.56 3.56 5.40 .00 .00 .00 .0
11 1185 1.85 2.18 .00 .00 .00 .0
12 6.73 6.73 1.58 .00 .00 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 12.50 .00 .00
.00 13.24 .00 .00
.00 4.45 .00 .00
.00 7.74 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 37.93 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 5.62 .00 .00
.00 4.93 .00 .00
.00 2.15 .00 .00
.00 4.75 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 1.75 .00 .00
.00 1.44 .00 .00
.00 20.65 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 3.06 .00 .00
.00 14.20 .00 .00
.00 11.54 .00 .00
.00 5.22 .00 .00
.00 6.97 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .07 .00 .00
.00 6.74 .00 .00
.00 47.81 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 6.18 .00 .00
.00 7.43 .00 .00
.00 8.33 .00 .00
.00 1.43 .00 .00
.00 4.48 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 27.86 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 4.46 .00 .00
.00 .56 .00 .00
.00 7.07 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
LATSP DRN+SP
.05 .09
.05 .09
.05 .10
.05 .09
.04 .04
.03 .03
.02 .02
.02 .02
.03 .03
.03 .03
.03 .03
.04 .04
.44 .60
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.05 .05
.03 .03
.02 .02
.02 .02
.02 .02
.03 .03
.05 .09
.05 .10
.50 .74
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.05 .07
.04 .04
.03 .03
.03 .03
.03 .03
.03 .03
.04 .05
.05 .10
.52 .75
LATSP DRN+SP
.05 .10
.05 .09
.05 .09
.05 .08
.05 .07
.04 .04
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.03 .03
.44 .62
LATSP DRN+SP
.05 .08
.05 .09
.05 .09
.05 .06
.03 .03
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
TOTALS 90.07 78.09 86.71 .12 11.98 2.26 32.0 .00 12.09 .00 .00 .39 151

t

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1

MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1992
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 9.65 9.65 .94 .00 .00 .00 .0
2 5.66 5.17 1.46 .00 .00 .00 .0
3 7.49 3.03 2.93 .04 3.51 .00 .0
4 4.90 6.35 6.50 .03 .00 452.33 .0
5 6.60 6.60 9.30 .00 .00 7.45 .0
6 13.00 13.00 13.86 .00 .00 .00 .0
7 8.76 8.76 19.36 .00 .00 .00 .0
8 19.38 19.38 13.56 .00 .00 .00 .0
9 5.64 5.64 10.15 .00 .00 .00 .0
10 9.63 9.63 4.48 .00 .00 .00 .0
11 12.75 10.41 2.24 .01 .44 .00 .0
12 6.20 .94 .85 .04 5.37 .00 .0
TOTALS 109.68 98.57 85.63 .12 9.32 459.79 .0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1993
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.43 1.01 .91 .04 10.40 .00 .0
2 5.56 1.06 .97 .04 4.57 .00 .0
3 15.57 2.55 2.45 .04 13.24 .00 .0
4 12.29 4.85 5.43 .04 8.98 577.59 .0
5 8.43 8.43 11.91 .00 .00 .00 .0
6 .84 .84 16.38 .00 .00 .00 2.0
7 5.36 5.36 5.65 .00 .00 .00 28.0
8 4.50 4.50 4.69 .00 .00 .00 25.0
9 8.89 8.89 8.93 .00 .00 .00 910
10 7.49 7.49 3.18 .00 .00 .00 14.0
11 6.76 6.76 2.41 .00 .00 .00 .0
12 9.45 9.45 .72 .00 .00 .00 .0
TOTALS 96.57 61.18 63.64 .16 37.19 577.59 78.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1994
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 9.02 3.77 .64 .04 3.25 .00 .0
2 7.54 1.45 1.36 .04 6.16 .00 .0
3 15.01 3.39 3.30 .04 11.55 .00 .0
4 2.18 4.18 8.08 .02 .00 286.05 .0
5 7.24 7.24 9.74 .00 .00 .06 .0
6 5.59 5.59 16.98 .00 .00 .00 .0
7 11.86 11.86 10.34 .00 .00 .00 21.0
8 10.67 10.67 13.45 .00 .00 .00 5.0
9 5.05 5.05 6.20 .00 .00 .00 15.0
10 11.73 11.73 3.18 .00 .00 .00 9.0
11 3.35 3.35 2.70 .00 .00 .00 .0
12 2.79 2.79 1.61 .00 .00 .00 .0
TOTALS 92.05 71.08 77.58 .14 20.97 286.11 50.0
MONTHLY VOLUMES IN CENTIMETERS FOR YEAR 1995
MONTH RAIN INFIL ET DRAIN RUNOFF SEW DRYDAY
1 11.43 11.18 1.05 .00 .00 .00 .0
2 11.48 1.10 1.01 .04 8.64 .00 .0
3 6.32 3.68 3.59 .04 4.20 .00 .0
4 3.45 3.90 7.20 .01 .00 141.09 .0
5 9.88 9.88 11.97 .00 .00 .00 .0
6 4.37 4.37 14.65 .00 .00 .00 .0
7 11.43 11.43 2.19 .00 .00 .00 .0
8 11.48 8.92 2.28 .02 1.32 457.60 .0
9 6.32 3.79 3.70 .04 3.34 900.00 .0
10 3.45 3.88 5.58 .02 .00 404.44 .0
11 9.88 7.98 6.13 .02 .48 240.78 .0
12 4.37 3.15 5.92 .02 2.65 .00 .0
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 .00 .00 .00
.00 3.55 .00 .00
.00 .03 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .44 .00 .00
.00 5.41 .00 .00
.00 9.44 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 10.44 .00 .00
.00 4.60 .00 .00
.00 13.28 .00 .00
.00 9.02 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 37.34 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 3.29 .00 .00
.00 6.20 .00 .00
.00 11.59 .00 .00
.00 .02 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 21.10 .00 .00
PUMP TWLOSS SLOPSP VERTSP
.00 .00 .00 .00
.00 8.67 .00 .00
.00 4.24 .00 .00
.00 .01 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 .00 .00 .00
.00 1.34 .00 .00
.00 3.38 .00 .00
.00 _02 .00 .00
.00 .50 .00 .00
.00 2.67 .00 .00
LATSP DRN+SP
.03 .03
.04 .04
.05 .09
.OS .08
.04 .04
.04 .04
.03 .03
.03 .03
.03 .03
.03 .03
.04 .05
.05 .10
.47 .59
LATSP DRN+SP
.05 .10
.05 .09
.05 .10
.05 .09
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.42 .57
LATSP DRN+SP
.05 .09
.05 .09
.05 .10
.05 .07
.04 .04
.03 .03
.02 .02
.02 .02
.02 .02
.02 .02
.02 .02
.03 .03
.41 .55
LATSP DRN+S;
.04 .04
.05 .05
.05 .1C
.05 OE
.04 .04
.03 .03
.03 .02
.04 .OE
.05 .05
.05 .O1
.05 .07
.05 .0
TOTALS 93.88 73.26 65.28 .22 20.62 2143.92 .0 .00 20.84 .00 .00 .53 .75

i
r
1
1
f
1
1
1
1
1
1
1
1
1
1
------------------- -------------------------
* DRAINMOD version 5.1
+ Copyright 1980-99 North Carolina State University +
-----------------------------------------------------
ANALYSIS OF WETLAND HYDROLOGIC CRITERIA for Marks Creek site at Knightdale, N.C.
for FOREST:87 m D/SPACING, STMAX=5.Ocm, thwtd=30cm/14days, K8at=15,2,8
x+++rr+rrrrrrrrrrrrrr rrrrr rrrrrrxrxrrr rxrrrr.rxrrr++rr+rrrrrxrrxr xxrr+++rxxrrrrx
---RUN STATISTICS ---------- time: 9/28/2001 ® 11:40
input files C:\Drainmod\INPUTS\marks_creek.prj
parameters: tree drainage and yields not calculated
drain spacing 9000. cm drain depth = 16.0 cm
-----------------------------------------------------------------------
1981
DAY RAIN INFIL ET DRAIN
1 .00 .00 .O1 .00000E+00
2 .00 .00 .00 .00000E+00
3 .00 .00 .00 .00000E+00
4 .00 .00 .00 .00000E+00
5 .00 :00 .00 .00000E+00
6 .00 .00 .00 .00000E+00
7 .56 .56 .O1 .00000E+00
8 .00 .00 .00 .00000E+00
9 .00 .00 .00 .00000E+00
10 .00 .00 .00 .00000E+00
11 .00 .00 .00 .00000E+00
12 .00 .00 .00 .00000E+00
13 .00 .00 .00 .00000E+00
14 .00 .00 .O1 .00000E+00
15 .00 .00 .O1 .00000E+00
16 .00 .00 .00 .00000E+00
17 .00 .00 .00 .00000E+00
18 .00 .00 .00 .00000E+00
19 .00 .00 .02 .00000E+00
20 .00 .00 .02 .00000E+00
21 1.27 1.27 .00 .00000E+00
22 .00 .00 .02 .00000E+00
23 .00 .00 .02 .00000E+00
24 .00 .00 .00 .00000E+00
25 .00 .00 .02 .00000E+00
26 .00 .00 .05 .00000E+00
27 .00 .00 .08 .00000E+00
28 .00 .00 .02 .00000E+00
29 .00 .00 .03 .00000E+00
30 .38 .38 .00 .00000E+00
31 .00 .00 .00 .00000E+00
1981 2
TVOL
8.48
8.48
8.48
8.48
8.48
8.49
7.93
7.93
7.94
7.94
7.94
7.94
7.94
7.95
7.96
7.96
7.96
7.96
7.98
8.00
6.73
6.75
6.77
6.77
6.79
6.85
6.93
6.95
6.97
6.59
6.60
DDZ DTWT
7.92 145.15
7.93 145.21
7.93 145.25
7.93 145.29
7.92 145.33
7.92 145.38
6.24 143.74
6.23 143.78
6.23 143.82
6.22 143.87
6.22 143.91
6.21 143.95
6.21 143.99
6.23 144.06
6.26 144.13
6.26 144.17
6.25 144.21
6.25 144.25
6.29 144.33
6.35 144.43
2.51 140.62
2.55 140.70
2.59 140.78
2.61 140.83
2.67 140.93
2.83 141.12
3.07 141.39
3.12 141.49
3.20 141.60
2.04 140.48
2.04 140.51
STOR RUNOFF WLOSS
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
SLOPSP
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
VERTSP LATSP TOTALQ
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
.0000 .0009 .0009
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT $TOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .00 .00000E+00 6.60 2.04 140.55 .00 .000 .000 .000 .0000 .0009 .0009
2 1.17 1.17 .03 .00000E+00 5.46 .00 129.27 .00 .000 .000 .000 .0000 .0009 .0009
3 .00 .00 .00 .00000E+00 5.46 .00 129.29 .00 .000 .000 .000 .0000 .0009 .0009
4 .00 .00 .00 .00000E+00 5.47 .00 129.31 .00 .000 .000 .000 .0000 .0009 .0009
5 .00 .00 .00 .00000E+00 5.47 .00 129.33 .00 .000 .000 .000 .0000 .0009 .0009
6 .00 .00 .O1 .00000E+00 5.47 .00 129.45 .00 .000 .000 .000 .0000 .0009 .0009
7 .48 .48 .O1 .00000E+00 5.00 .00 119.98 .00 .000 .000 .000 .0000 .0010 .0010
8 OB .08 .O1 .00000E+00 4.94 .00 118.24 .00 .000 .000 .000 .0000 .0010 .0010
9 .00 .00 .00 .00000E+00 4.94 .00 118.34 .00 .000 .000 .000 .0000 .0010 .0010
10 .00 .00 .06 .00000E+00 5.00 .14 118.84 .00 .000 .000 .000 .0000 .0010 .0010
11 2.18 2.18 .03 .00000E+00 2.85 .00 75.48 .00 .000 .000 .000 .0000 .0012 .0012
12 .00 .00 .00 .00000E+00 2.85 .00 75.51 .00 .000 .000 .000 .0000 .0013 .0013
13 .00 .00 .00 .00000E+00 2.85 .00 75.53 .00 .000 .000 .000 .0000 .0013 .0013
14 .00 .00 .02 .00000E+00 2.87 .00 75.88 .00 .000 .000 .000 .0000 .0013 .0013
15 .00 .00 .04 .00000E+00 2.91 .00 76.60 .00 .000 .000 .000 .0000 .0013 .0013
16 .00 .00 .06 .00000E+00 2.98 .00 77.81 .00 .000 .000 .000 .0000 .0013 .0013
17 .00 .00 .12 .00000E+00 3.10 .00 79.95 .00 .000 .000 .000 .0000 .0012 .0012
18 .08 .08 .16 .00000E+00 3.18 .00 81.30 .00 .000 .000 .000 .0000 .0012 .0012
19 3.43 3.21 .03 .22322E-03 .00 .00 .00 .21 .000 .000 .000 .0000 .0014 .0016
20 .20 .12 .12 .13246E-02 .00 100 .00 .30 .000 .001 .000 .0000 .0018 .0031
21 .00 .13 .13 .13246E-02 .00 .00 .00 .17 .000 .001 .000 .0000 .0018 .0031
22 .00 .13 .13 .13246E-02 .00 .00 .00 .03 .000 .001 .000 .0000 .0018 .0031
23 .05 .08 .08 .13159E-02 .00 .00 .13 .00 .000 .001 .000 .0000 .0018 .0031
24 .00 .00 .05 .11408E-02 .06 .00 2.97 .00 .000 .001 .000 .0000 .0017 .0029
25 .00 .00 .07 .78446E-03 .14 .00 6.78 .00 .000 .001 .000 .0000 .0017 .0025
26 .00 .00 .05 .47936E-03 .19 .00 9.60 .00 .000 .001 .000 .0000 .0017 .0022
27 .00 .00 .O6 .26526E-03 .25 .00 12.58 .00 .000 .000 .000 .0000 .0017 .0020
28 .00 .00 .12 .83440E-04 .37 .00 18.49 .00 .000 .000 .000 .0000 .0017 .0018
1981 3
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALO
1 .00 .00 .17 .00000E+00 .54 .00 25.79 .00 .000 .000 .000 .0000 .0016 .0016
2 .00 .00 .10 .00000E+00 .64 .00 29.54 .00 .000 .000 .000 .0000 .0016 .0016
3 .00 .00 .04 .00000E+00 .69 .00 31.02 .00 .000 .000 .000 .0000 .0016 .0016
4 1.50 .72 .03 .34685E-03 .00 .00 .00 .78 .000 .000 .000 .0000 .0016 .0020
5 .48 .08 .07 .13246E-02 .00 .00 .00 1.19 .000 .001 .000 .0000 .0018 .0031
6 .00 .05 .05 .13246E-02 .00 .00 .00 1.14 .000 .001 .000 .0000 .0018 .0031
7 .00 .03 .03 .13246E-02 .00 .00 .00 1.11 .000 .001 .000 .0000 .0018 .0031
8 .00 .03 .02 .13246E-02 .00 .00 .00 1.08 .000 .001 .000 .0000 .0018 .0031
9 .00 .03 .03 .13246E-02 .00 .00 .00 1.06 .000 .001 .000 .0000 .0018 .0031
10 .00 .03 .02 .13246E-02 .00 .00 .00 1.03 .000 .001 .000 .0000 .0018 .0031
11 .00 .04 .04 .13246E-02 .00 .00 .00 .99 .000 .001 .000 .0000 .0018 .0031
12 .00 .02 .02 .13246E-02 .00 .00 .00 .96 .000 .001 .000 .0000 .0018 .0031
13 .00 .10 .09 .13246E-02 .00 .00 .00 .87 .000 .001 .000 .0000 .0018 .0031
14 .00 .03 .03 .13246E-02 .00 .00 .00 .84 .000 .001 .000 .0000 .0018 .0031
15 .00 .04 .03 .13246E-02 .00 .00 .00 .80 .000 .001 .000 .0000 .0018 .0031
16 .15 .04 .03 .13246E-02 .00 .00 .00 .92 .000 .001 .000 .0000 .0018 .0031
17 .00 .02 .02 .13246E-02 .00 .00 .00 .90 .000 .001 .000 .0000 .0018 .0031
18 .03 .07 .07 .13246E-02 .00 .00 .00 .85 .000 .001 .000 .0000 .0018 .0031
19 .00 .O1 .00 .13246E-02 .00 .00 .00 .85 .000 .001 .000 .0000 .0018 .0031
20 .00 .00 .00 .13246E-02 .00 .00 .00 .84 .000 .001 .000 .0000 .0018 .0031
21 .00 .02 .02 .13246E-02 .00 .00 .00 .82 .000 .001 .000 .0000 .0018 .0031
22 1.37 .02 .O1 .13246E-02 .00 .00 .00 2.00 .177 .178 .000 .0000 .0018 .0031
23 1.14 .O1 .O1 .13246E-02 .00 .00 .00 1.99 1.142 1.143 .000 .0000 .0018 .0031
24 .00 .04 .04 .13246E-02 .00 .00 .00 1.94 .000 .001 .000 .0000 .0018 .0031
25 .00 .07 .07 .13246E-02 .00 .00 .00 1.87 .000 .001 .000 .0000 .0018 .0031
26 .00 .11 .10 .13246E-02 .00 .00 .00 1.77 .000 .001 .000 .0000 .0018 .0031
27 .00 .23 .22 .13246E-02 .00 .00 .00 1.54 .000 .001 .000 .0000 .0018 .0031
28 .00 .09 .09 .13246E-02 .00 .00 .00 1.45 .000 .001 .000 .0000 .0018 .0031
29 .00 .16 .16 .13246E-02 .00 .00 .00 1.29 .000 .001 .000 .0000 .0018 .0031
30 1.30 .17 .16 .13246E-02 .00 .00 .00 1.90 .522 .524 .000 .0000 .0018 .0031
31 .00 27 .27 .13246E-02 .00 .00 .00 1.62 .000 .001 .000 .0000 .0018 .0031
1981 4
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .26 .26 .13246E-02 .00 .00 .00 1.36 .000 .001 .000 .0000 .0018 .0031
2 .00 .25 .24 .13246E-02 .00 .00 .00 1.11 .000 .001 .000 .0000 .0018 .0031
3 .00 .27 .26 .13246E-02 .00 .00 .00 .85 .000 .001 .000 .0000 .0018 .0031
4 .00 .34 .34 .13246E-02 .00 .00 .00 .51 .000 .001 .000 .0000 .0018 .0031
5 .84 .24 .24 .13246E-02 .00 .00 .00 1.10 .000 .001 .000 .0000 .0018 .0031
6 .00 .09 .09 .13246E-02 .00 .00 .00 1.01 .000 .001 .000 .0000 .0018 .0031
7 .00 .07 .07 .13246E-02 .00 .00 .00 .94 .000 .001 .000 .0000 .0018 .0031
8 .00 .19 .19 .13246E-02 .00 .00 .00 .75 .000 .001 .000 .0000 .0018 .0031
9 .76 .10 .10 .13246E-02 .00 .00 .00 1.41 .000 .001 .000 .0000 .0018 .0031
10 .00 .23 .23 .13246E-02 .00 .00 .00 1.18 .000 .001 .000 .0000 .0018 .0031
11 .00 .34 .34 .13246E-02 .00 .00 .00 .84 .000 .001 .000 .0000 .0018 .0031
12 .00 .41 .40 .13246E-02 .00 .00 .00 .44 .000 .001 .000 .0000 .0018 .0031
13 .00 .18 .17 .13246E-02 .00 .00 .00 .26 .000 .001 .000 .0000 .0018 .0031
14 .00 .24 .24 .13246E-02 .00 .00 .00 .02 .000 .001 .000 .0000 .0018 .0031
15 .00 .02 .18 .92809E-03 .16 .00 8.14 .00 .000 .001 .000 .0000 .0017 .0027
16 .00 .00 .13 .26681E-03 .29 .00 14.69 .00 .000 .000 .000 .0000 .0017 .0020
17 .05 .05 .19 .16851E-04 .43 .00 21.30 .00 .000 .000 .000 .0000 .0016 .0017
18 .00 .00 .38 .00000E+00 .82 .00 34.80 .00 .000 .000 .000 .0000 .0016 .0016
19 .00 .00 .25 .00000E+00 1.07 .00 41.11 .00 .000 .000 .000 .0000 .0015 .0015
20 .56 .56 .13 .00000E+00 .63 .00 29.20 .00 .000 .000 .000 .0000 .0016 .0016
21 .00 .00 .12 .00000E+00 .76 .00 33.05 .00 .000 .000 .000 .0000 .0016 .0016
22 .00 .00 .16 .00000E+00 .92 .00 37.64 .00 .000 .000 .000 .0000 .0015 .0015
23 .20 .20 .35 .00000E+00 1.06 .00 41.06 .00 .000 .000 .000 .0000 .0015 .0015
24 .13 .13 .24 .00000E+00 1.17 .00 42.91 .00 .000 .000 .000 .0000 .0015 .0015
25 .00 .00 .14 .00000E+00 1.32 .00 45.32 .00 .000 .000 .000 .0000 .0015 .0015
26 .00 .00 .16 .00000E+00 1.48 .00 48.02 .00 .000 .000 .000 .0000 .0015 .0015
27 .00 .00 .38 .00000E+00 1.87 .00 56.68 .00 .000 .000 .000 .0000 .0014 .0014
28 .00 .00 .43 .00000E+00 2.30 .50 62.89 .00 .000 .000 .000 .0000 .0014 .0014
29 .00 .00 .46 .00000E+OD 2.76 1.26 67.44 .00 .000 .000 .000 .0000 .0013 .0013
30 .08 .08 .35 .00000E+00 3.03 1.49 71.22 .00 .000 .000 .000 .0000 .0013 .0013

A

1981 5
DAY RAIN INFIL ET DRAIN
1 .00 .00 .30 .00000E+00
2 .00 .00 .19 .00000E+00
3 .00 .00 .16 .00000E+00
4 .00 .00 .24 .00000E+00
5 .00 .00 .34 .00000E+00
6 .00 .00 .35 .00000E+00
7 .53 .53 .12 .00000E+00
8 .00 .00 .18 .00000E+00
9 .00 .00 .23 .00000E+00
10 1.22 1.22 .24 .00000E+00
11 1.14 1.14 .30 .00000E+00
12 .00 .00 .27 .00000E+00
13 .00 .00 .24 .00000E+00
14 .00 .00 .36 .00000E+00
15 .00 .00 .39 .00000E+00
16 .00 .00 .24 .00000E+00
17 .00 .00 .27 .00000E+00
18 .00 .00 .37 .00000E+00
19 .18 .18 .16 .00000E+00
20 3.66 3.66 .02 .00000E+00
21 .00 .00 .29 .00000E+00
22 .00 .00 .32 .00000E+00
23 .00 .00 .36 .00000E+00
24 .00 .00 .45 .00000E+00
25 .00 .00 .53 .00000E+00
26 .00 .00 .46 .00000E+00
27 1.55 1.55 .43 .00000E+00
28 .81 .81 .44 .00000E+00
TVOL
3.32
3.52
3.69
3.92
4.27
4.62
4.20
4.38
4.61
3.63
2.79
3.07
3.31
3.67
4.06
4.31
4.57
4.94
4.93
1.30
1.59
1.91
2.27
2.72
3.25
3.71
2.59
2.22
DDZ
1.88
2.01
2.10
2.47
3.20
3.96
2.41
2.67
3.09
.00
.00
.42
.78
1.54
2.43
2.87
3.40
4.26
3.95
.00
.00
.00
.31
1.06
2.13
3.05
.00
.00
DTWT STOR F
74.66 .00
77.58 .00
80.14 .00
82.60 .00
85.06 .00
87.49 .00
87.57 .00
89.37 .00
91.25 .00
88.90 .00
74.39 .00
77.28 .00
79.90 .00
82.52 .00
85.10 .00
87.20 .00
89.29 .00
91.58 .00
92.72 .00
44.93 .00
49.85 .00
57.77 .00
63.42 .00
67.84 .00
72.08 .00
75.84 .00
70.72 .00
63.95 .00
UNOFF
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
WLOSS SLOPSP VERTSP LATSP TOTALC
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0012 .0012
.003 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 COO .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0013 .0013
.000 COO .0000 .0013 .001?
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .001:
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0013 .001--
.000 .000 .0000 .0015 .001E
.000 .000 .0000 .0014 .0014
.000 .000 .0000 .0014 .0014
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0013 .001?
.000 .000 .0000 .0013 .001?
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0013 .0013

29 .00 .00 .43 .00000E+00 2.65 .69 68.33 .00 .000 .000 .000 .0000 .0013 .0013
30 .00 .00 .47 .00000E+00 3.12 1.60 72.34 .00 .000 .000 .000 .0000 .0013 .0013
31 1.78 1.78 .57 .00000E+00 1.92 .00 57.92 .00 .000 .000 .000 .0000 .0013 .0013
1
1981 6
i

DAY RAIN INFIL ET
1 .20 .20 .45
2 .03 .03 .55
3 .00 .00 .53
4 .00 .00 .64
5 .00 .00 .64
6 .71 .71 .41
7 .00 .00 .59
8 .00 .00 .63
9 .00 .00 .67
10 .00 .00 .72
11 .00 .00 .57
12 .23 .23 .45
13 .03 .03 .60
14 .00 .00 .70
15 .00 .00 .79
16 .00 .00 .80
17 .00 .00 .73
18 .00 .00 .59
19 .15 :15 .52
20 .00 .00 .66
21 .00 .00 .71
22 .00 .00 .88
23 .00 .00 .71
24 .00 .00 .73
25 .00 .00 .86
26 .05 .05 .63
27 .00 .00 .50
28 .00 .00 .46
29 .00 .00 .49
30 .00 .00 .56
1
1981 7
DRAIN
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
TVOL
2.16
2.69
3.22
3.86
4.50
4.21
4.80
5.43
6.10
6.81
7.38
7.61
8.18
8.89
9.68
10.49
11.22
11.81
12.18
12.84
13.54
14.43
15.13
15.87
16.72
17.31
17.81
18.27
18.77
19.33
DDZ DTWT STOR RUNOFF
.00 62.94 .00 .000
.00 72.51 .00 .000
1.19 76.21 .00 .000
2.77 79.98 .00 .000
4.39 83.59 .00 .000
3.16 84.25 .00 .000
4.65 87.33 .00 .000
6.30 90.46 .00 .000
8.07 93.62 .00 .000
10.01 96.86 .00 .000
11.49 99.65 .00 .000
11.93 101.45 .00 .000
13.43 104.31 .00 .000
15.38 107.30 .00 .000
17.61 110.47 .00 .000
19.89 113.64 .00 .000
21.95 116.56 .00 .000
23.58 119.08 .00 .000
24.51 120.99 .00 .000
26.38 123.60 .00 .000
28.40 126.30 .00 .000
30.97 129.45 .00 .000
33.00 132.10 .00 .000
35.11 134.77 .00 .000
37.61 137.93 .00 .000
39.26 140.74 .00 .000
40.68 143.16 .00 .000
41.98 145.43 .00 .000
43.38 147.71 .00 .000
45.00 150.09 .00 .000
WLOSS SLOPSP VERTSP LATSP TOTALQ
.000 .000 .0000 .0014 .0014
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0013 .0013
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0012 .0012
.000 .000 .0000 .0011 .0011
.000 .000 .0000 .0011 .0011
.000 .000 .0000 .0011 .0011
.000 .000 .0000 .0011 .0011
.000 .000 .0000 .0011 .0011
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0010 .0010
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0009 .0005
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .000E
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 3.81 3.81 .35 .00000E+00 15.86 34.41 140.44 .00 .000 .000 .000 .0000 .0009 .0009
2 .91 .91 .38 .00000E+00 15.33 32.68 139.72 .00 .000 .000 .000 .0000 .0009 .0009
3 2.51 2.51 .12 .00000E+00 12.94 25.34 133.37 .00 .000 .000 .000 .0000 .0009 .0009
4 2.08 2.08 .59 .00000E+00 11.45 20.72 129.73 .00 .000 .000 .000 .0000 .0009 .0009
5 2.31 2.31 .70 .00000E+00 9.84 15.73 125.69 .00 .000 .000 .000 .0000 .0009 .0009
6 .05 .05 .66 .00000E+00 10.45 17.48 128.36 .00 .000 .000 .000 .0000 .0010 .0010
7 .00 .00 .73 .00000E+00 11.18 19.65 131.06 .00 .000 .000 .000 .0000 .0009 .0009
8 .00 .00 .73 .00000E+00 11.91 21.81 133.73 .00 .000 .000 .000 .0000 .0009 .0009
9 .00 .00 .75 .00000E+00 12.67 24.04 136.46 .00 .000 .000 .000 .0000 .0009 .0009
10 .00 .00 .82 .00000E+00 13.48 26.47 139.34 .00 .000 .000 .000 .0000 .0008 .0008
11 .00 .00 .78 .00000E+00 14.26 28.77 142.12 .00 .000 .000 .000 .0000 .0008 .0008
12 .00 .00 .74 .00000E+00 15.00 30.97 144.75 .00 .000 .000 .000 .0000 .0008 .0008
13 .00 .00 .80 .00000E+00 15.80 33.35 147.55 .00 .000 .000 .000 .0000 .0008 .0008
14 .81 .81 .70 .00000E+00 15.69 32.95 147.69 .00 .000 .000 .000 .0000 .0008 .0008
15 .00 .00 .61 .00000E+00 16.30 34.75 149.91 .00 .000 .000 .000 .0000 .0008 .0008
16 .51 .51 .34 .00000E+00 16.13 34.18 149.84 .00 .000 .000 .000 .0000 .0008 .0008
17 .00 .00 .68 .00000E+00 16.80 36.19 152.22 .00 .000 .000 .000 .0000 .0008 .0008
18 .00 .00 .65 .00000E+00 17.46 38.13 154.51 .00 .000 .000 .000 .0000 .0008 .0008
19 .00 .00 .70 .00000E+00 18.15 40.21 156.92 .00 .000 .000 .000 .0000 .0008 .0008
20 .30 .30 .71 .00000E+00 18.56 41.41 158.53 .00 .000 .000 .000 .0000 .0008 .0008
21 .00 .00 .75 .00000E+00 19.32 43.66 161.08 .00 .000 .000 .000 .0000 .0007 .0007
22 .00 .00 .45 .00000E+00 19.77 45.00 162.75 .00 .000 .000 .000 .0000 .0007 .0007
23 .00 .00 .01 .00000E+00 19.79 45.00 163.19 .00 .000 .000 .000 .0000 .0008 .0008
24 .23 .23 .24 .00000E+00 19.80 45.00 163.62 .00 .000 .000 .000 .0000 .0008 .0008
25 .00 .00 .01 .00000E+00 19.82 45.00 164.00 .00 .000 .000 .000 .0000 .0008 .0008
26 .00 .00 .01 .00000E+00 19.83 45.00 164.35 .00 .000 .000 .000 .0000 .0008 .0008
27 .00 .00 .01 .00000E+00 19.84 45.00 164.71 .00 .000 .000 .000 .0000 .0008 .0008
28 .91 .91 .69 .00000E+00 19.62 44.30 164.32 .00 .000 .000 .000 .0000 .0008 .0008
29 .00 .00 .24 .00000E+00 19.86 45.00 165.21 .00 .000 .000 .000 .0000 .0007 .0007
30 .00 .00 .01 .00000E+00 19.87 45.00 165.42 .00 .000 .000 .000 .0000 .0007 .0007
31 .00 .00 .01 .00000E+00 19.88 45.00 165.63 .00 .000 .000 .000 .0000 .0007 .0007
1
1981 8
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .01 .00000E+00 19.89 45.00 165.83 .00 .000 .000 .000 .0000 .0007 .0007
2 .00 .00 .01 .00000E+00 19.90 45.00 166.03 .00 .000 .000 .000 .0000 .0007 .0007
3 .71 .71 .49 .00000E+00 19.68 44.30 165.53 .00 .000 .000 .000 .0000 .0007 .0007
4 .00 .00 .24 .00000E+00 19.92 45.00 166.41 .00 .000 .000 .000 .0000 .0007 .0007
5 .00 .00 .01 .00000E+00 19.93 45.00 166.60 .00 .000 .000 .000 .0000 .0007 .0007
6 2.08 2.08 .43 .00000E+00 18.28 39.96 161.76 .00 .000 .000 .000 .0000 .0008 .0008
7 .05 .05 .63 .00000E+00 18.86 41.70 163.69 .00 .000 .000 .000 .0000 .0008 .0008
8 4.01 4.01 .53 .00000E+00 15.37 31.10 153.29 .00 .000 .000 .000 .0000 .0008 .0008
9 .00 .00 .65 .00000E+00 16.03 33.06 155.38 .00 .000 .000 .000 .0000 .0008 .0008
10 .00 .00 .64 .00000E+00 16.66 34.98 157.42 .00 .000 .000 .000 .0000 .0008 .0008
11 .63 .64 .60 .00000E+00 16.63 34.84 157.44 .00 .000 .000 .000 .0000 .0008 .0008
12 1.70 1.70 .42 .00000E+00 15.35 30.93 153.70 .00 .000 .000 .000 .0000 .0008 .0008
13 .00 .00 .52 .00000E+00 15.87 32.49 155.40 .00 .000 .000 .000 .0000 .0008 .0008
14 .00 .00 .55 .00000E+00 16.42 34.14 157.19 .00 .000 .000 .000 .0000 .0008 .0008
15 .00 .00 .53 .00000E+00 16.95 35.73 158.91 .00 .000 .000 .000 .0000 .0008 .0008
16 .00 .00 .59 .00000E+00 17.54 37.50 160.80 .00 .000 .000 .000 .0000 .0007 .0007

1

7

F1
17 .00 .00 .37
18 .00 .00 .33
19 3.12 3.12 .05
20 .18 .18 .32
21 .00 .00 .31
22 1.02 1.02 .12
23 .00 .00 .34
24 .03 .03 .43
25 .00 .00 .42
26 .00 .00 .35
27 .00 .00 .35
28 .00 .00 .36
29 .03 .03 .34
30 .00 .00 .44
31 .00 .00 .43
1
1981 9
DAY RAIN INFIL ET
1 .00 .00 .38
2 .00 .00 .41
3 .00 .00 .42
4 .00 .00 .40
5 3.10 3.10 .14
6 .00 .00 .38
7 3.10 3:10 .19
8 .05 .05 .39
9 .00 .00 .29
10 .00 .00 .27
11 .00 .00 .35
12 .00 .00 .39
13 .00 .00 .39
14 .00 .00 .41
15 .10 .10 .45
16 .51 .51 .30
17 .00 .00 .29
18 .00 .00 .27
19 .00 .00 .19
20 .00 .00 .23
21 .00 .00 .25
22 .00 .00 .32
23 .00 .00 .19
24 .00 .00 .16
25 .00 .00 .19
26 .00 .00 .23
27 .00 .00 .31
28 .00 .00 .27
29 .00 .00 .18
30 .00 .00 .27
1
1981 10
DAY RAIN INFIL ET
1 .00 .00 .12
2 .38 .38 .12
3 .00 .00 .09
4 .00 .00 .11
5 .00 .00 .08
6 .18 .18 .18
7 .00 .00 .O1
8 .00 .00 .01
9 .00 .00 .O1
10 .15 .15 .09
11 .00 .00 .07
12 .00 .00 .00
13 .00 .00 .00
14 .00 .00 .00
15 .00 .00 .00
16 .00 .00 .00
17 .00 .00 .00
18 .15 .15 .16
19 .00 .00 .00
20 .00 .00 .00
21 .00 .00 .00
22 .00 .00 .00
23 .51 .51 .14
24 .18 .18 .06
25 5.18 5.18 .00
26 .51 .51 .13
27 4.55 4.55 .13
28 .00 .00 .15
29 .00 .00 .12
30 .00 .00 .11
31 .00 .00 .11
1
1981 11
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
DRAIN
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.000OOE+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+OD
DRAIN
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
17.91
18.24
15.17
15.31
15.63
14.73
15.07
15.48
15.90
16.24
16.59
16.95
17.26
17.70
18.13
TVOL
18.51
18.92
19.34
19.73
16.77
17.15
14.25
14.59
14.87
15.14
15.49
15.89
16.28
16.69
17.03
16.83
17.12
17.39
17.58
17.81
18.06
18.38
18.56
18.73
18.91
19.14
19.45
19.72
19.90
20.18
TVOL
20.30
20.05
20.14
20.24
20.32
20.33
20.34
20.34
20.35
20.29
20.36
20.37
20.37
20.38
20.38
20.39
20.39
20.40
20.40
20.41
20.41
20.42
20.05
19.93
14.75
14.37
9.95
10.10
10.23
10.34
10.45
38.60 162.05 .00 .000
39.58 163.17 .00 .000
30.24 154.00 .00 .000
30.66 154.58 .00 .000
31.58 155.65 .00 .000
28.85 153.08 .00 .000
29.86 154.23 .00 .000
31.07 155.59 .00 .000
32.31 156.96 .00 .000
33.35 158.13 .00 .000
34.37 159.29 .00 .000
35.45 160.50 .00 .000
36.38 161.57 .00 .000
37.68 162.99 .00 .000
38.95 164.39 .00 .000
DDZ DTWT STOR RUNOFF
40.10 165.65 .00 .000
41.31 166.98 .00 .000
42.57 168.36 .00 .000
43.75 169.66 .00 .000
34.76 160.81 .00 .000
35.89 162.05 .00 .000
27.06 153.36 .00 .000
28.07 154.51 .00 .000
28.92 155.48 .00 .000
29.72 156.41 .00 .000
30.77 157.56 .00 .000
31.94 158.85 .00 .000
33.12 160.14 .00 .000
34.34 161.46 .00 .000
35.37 162.61 .00 .000
34.72 162.10 .00 .000
35.60 163.08 .00 .000
36.40 164.00 .00 .000
36.96 164.68 .00 .000
37.64 165.47 .00 .000
38.37 166.33 .00 .000
39.32 167.37 .00 .000
39.87 168.04 .00 .000
40.35 168.63 .00 .000
40.89 169.29 .00 .000
41.56 170.07 .00 .000
42.49 171.10 .00 .000
43.29 172.00 .00 .000
43.83 172.65 .00 .000
44.64 173.57 .00 .000
DDZ DTWT STOR RUNOFF
45.00 174.04 .00 .000
44.21 173.37 .00 .000
44.46 173.73 .00 .000
44.77 174.16 .00 .000
45.00 174.50 .00 .000
45.00 174.61 .00 .000
45.00 174.73 .00 .000
45.00 174.85 .00 .000
45.00 174.97 .00 .000
44.79 174.88 .00 .000
45.00 175.19 .00 .000
45.00 175.30 .00 .000
45.00 175.41 .00 .000
45.00 175.52 .00 .000
45.00 175.63 .00 .000
45.00 175.74 .00 .000
45.00 175.85 .00 .000
45.00 175.96 .00 .000
45.00 176.07 .00 .000
45.00 176.17 .00 .000
45.00 176.27 .00 .000
45.00 176.37 .00 .000
43.86 175.33 .00 .000
43.49 175.06 .00 .000
27.79 159.46 .00 .000
26.61 158.39 .00 .000
13.21 145.09 .00 .000
13.64 145.61 .00 .000
14.01 146.06 .00 .000
14.34 146.48 .00 .000
14.66 146.89 .00 .000
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0009 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
WLOSS SLOPSP VERTSP LATSP TOTALQ
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0008
.000 .000 .0000 .0008 .0006
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0001
.000 .000 _0000 .0007 .0001
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
WLOSS SLOPSP VERTSP LATSP TOTALQ
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0007 .0007
.000 .000 .0000 .0007 .0001
.000 .000 .0000 .0008 .0006
.000 .000 .0000 .0008 .000e
.000 .000 .0000 .0008 .000:
.000 .000 .0000 .000. .000e
.000 .000 .0000 .0008 oooe
.000 .000 .0000 .0008 .000e
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .11 .00000E+00 10.56 14.99 147.30 .00 .000 .000 .000 .0000 .0008 .0008
2 .00 .00 .14 .00000E+00 10.70 15.39 147.78 .00 .000 .000 .000 .0000 .0008 .0008
3 .00 .00 .17 .00000E+00 10.87 15.91 148.37 .00 .000 .000 .000 .0000 .0008 .0008
4 .00 .00 .17 .00000E+00 11.04 16.41 148.96 .00 .000 .000 .000 .0000 .0008 .0008

A

5 .97 .97 .13 .00000E+00
6 .00 .00 .13 .00000E+00
7 .00 .00 .06 .00000E+00
8 .00 .00 .06 .00000E+00
9 .00 .00 .11 .00000E+00
10 .00 .00 .08 .00000E+00
11 .00 .00 .06 .00000E+00
12 .00 .00 .05 .00000E+00
13 .00 .00 .04 .00000E+00
14 .00 .00 .06 .00000E+00
15 .00 .00 .08 .00000E+00
16 .23 .23 .08 .00000E+00
17 .28 .28 .07 .00000E+00
18 .00 .00 .08 .00000E+00
19 .00 .00 .10 .00000E+00
20 .00 .00 .12 .00000E+00
21 .00 .00 .01 .00000E+00
22 .00 .00 .01 .00000E+00
23 .00 .00 .01 .00000E+00
24 .91 .91 .01 .00000E+00
25 .00 .00 .03 .00000E+00
26 .00 .00 .03 .00000E+00
27 .03 .03 .12 .00000E+00
28 .00 .00 .07 .00000E+00
29 .00 .00 .02 .00000E+00
30 .00 .00 .00 .00000E+00
1981 12
DAY RAIN INFIL ET DRAIN
1 .36 .36 .01 .00000E+00
2 .38 .38 .08 .00000E+00
3 .00 .00 .04 .00000E+00
4 .05 .05 .03 .00000E+00
5 .00 .00 .03 .00000E+00
6 .00 .00 .01 .00000E+00
7 .00 .00 .03 .00000E+00
8 .00 .00 .07 .00000E+00
9 .00 .00 .00 .00000E+00
10 .00 .00 .00 .00000E+00
11 .00 .00 .00 .00000E+00
12 .00 .00 .00 .00000E+00
13 .00 .00 .00 .00000E+00
14 1.04 1.04 .00 .00000E+00
15 4.24 4.24 .00 .00000E+00
16 .00 .00 .01 .00000E+00
17 .00 .00 .02 .00000E+00
18 .61 .61 .01 .00000E+00
19 .00 .00 .00 .00000E+00
20 .00 .00 .00 .00000E+00
21 .43 .43 .00 .00000E+00
22 .13 .13 .04 .00000E+00
23 .15 .15 .12 .00000E+00
24 .38 .38 .06 .00000E+00
25 1.93 1.93 .01 .00000E+00
26 .00 .00 .00 .00000E+00
27 .00 .00 .01 .00000E+00
28 .10 .10 .01 .00000E+00
29 .00 .00 .02 .00000E+00
30 .00 .00 .00 .00000E+00
31 2.79 1.11 .00 .33568E-03
1993
10.21
10.34
10.40
10.46
10.57
10.65
10.71
10.76
10.80
10.86
10.94
10.79
10.58
10.67
10.77
10.88
10.90
10.91
10.92
10.02
10.05
10.08
10.17
10.24
10.26
10.27
TVOL
9.93
9.62
9.67
9.64
9.67
9.68
9.72
9.79
9.79
9.79
9.80
9.80
9.80
8.76
4.52
4.53
4.55
3.95
3.95
3.95
3.52
3.44
3.41
3.08
1.16
1.16
1.18
1.08
1.10
1.11
.00
13.87 146.50
14.25 146.96
14.42 147.22
14.60 147.48
14.90 147.87
15.14 148.18
15.31 148.44
15.45 148.65
15.55 148.84
15.73 149.10
15.97 149.41
15.51 149.03
14.86 148.46
15.10 148.78
15.39 149.14
15.74 149.55
15.76 149.66
15.78 149.75
15.80 149.85
13.06 147.19
13.14 147.34
13.22 147.50
13.50 147.85
13.70 148.13
13.76 148.26
13.76 148.34
DDZ DTWT
12.72 147.37
11.78 146.51
11.90 146.69
11.82 146.69
11.89 146.83
11.92 146.93
12.02 147.09
12.22 147.35
12.22 147.42
12.22 147.48
12.21 147.54
12.21 147.60
12.21 147.66
9.05 144.57
.00 106.36
.00 106.65
.00 107.14
.00 94.11
.00 94.13
.00 94.15
.00 86.97
.00 85.59
.00 85.09
.00 79.68
.00 42.66
.00 42.74
.00 42.92
.00 41.36
.00 41.71
.00 41.76
.00 .00
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.00 .000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
STOR RUNOFF WLOSS
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
.00 .000 .000
1.68 .000 .000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
SLOPSP
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
VERTSP LATSP TOTALQ
.0000 .0008 .0008
.0000 .0009 .0009
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0008 .0008
.0000 .0010 .0010
.0000 .0011 .0011
.0000 .0011 .0011
.0000 .0011 .0011
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0014 .0014
.0000 .0015 .0016
.0000 .0015 .0016
.0000 .0015 .001'-
.0000 .0015 .001_
.0000 .0015 .001E
.0000 .0016 .001!
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .06 .05 .13246E-02 .00 .00 .00 1.74 .000 .001 .000 .0000 .0018 .0031
2 .00 .01 .01 .13246E-02 .00 .00 .00 1.72 .000 .001 .000 .0000 .0018 .0031
3 .00 .02 .01 .13246E-02 .00 .00 .00 1.71 .000 .001 .000 .0000 .0018 .0031
4 .00 .08 .07 .13246E-02 .00 .00 .00 1.63 .000 .001 .000 .0000 .0018 .0031
5 2.06 .11 .11 .13246E-02 .00 .00 .00 2.00 1.577 1.578 .000 .0000 .0018 .0031
6 .05 .05 .0S .13246E-02 .00 .00 .00 1.97 .024 .025 .000 .0000 .0018 .0031
7 .84 .04 .03 .13246E-02 .00 .00 .00 2.00 .775 .777 .000 .0000 .0018 .0031
8 2.64 .04 .03 .13246E-02 .00 .00 .00 2.00 2.606 2.607 .000 .0000 .0018 .0031
9 .69 .02 .01 .13246E-02 .00 .00 .00 2.00 .670 .671 .000 .0000 .0011.8 .0031
10 .00 .01 .00 .13246E-02 .00 .00 .00 1.99 .000 .001 .000 .0000 .0018 .0031
11 .43 .01 .01 .13246E-02 .00 .00 .00 2.00 .415 .417 .000 .0000 .0018 .0031
12 .18 .02 .02 .13246E-02 .00 .00 .00 2.00 .155 .156 .000 .0000 .0018 .0031
13 .10 .07 .07 .13246E-02 .00 .00 .00 2.00 .028 .030 .000 .0000 .0018 .0031
14 .00 .03 .02 .13246E-02 .00 .00 .00 1.97 .000 .001 .000 .0000 .0018 .0031
15 .00 .02 .01 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031
16 .48 .02 .01 .13246E-02 .00 .00 .00 2.00 .424 .425 .000 .0000 .0018 .0031
17 .00 .03 .03 .13246E-02 .00 .00 .00 1.97 .000 .001 .000 .0000 .0018 .0031
18 .00 .02 .01 .13246E-02 .00 .00 .00 1.95 .000 .001 .000 .0000 .0018 .0031
19 .00 .01 .00 .13246E-02 .00 .00 .00 1.94 .000 .001 .000 .0000 .0018 .0031
20 .00 .01 .00 .13246E-02 .00 .00 .00 1.93 .000 .001 .000 .0000 .0018 .0031
21 3.10 .03 .02 .13246E-02 .00 .00 .00 2.00 3.007 3.008 .000 .0000 .0018 .0031
22 .00 .04 .03 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031
23 .00 .04 .04 .13246E-02 .00 .00 .00 1.92 .000 .001 .000 .0000 .0018 .0031
24 .86 .07 .07 .13246E-02 .00 .00 .00 2.00 .714 .716 .000 .0000 .0018 .0031
25 .00 .01 .01 .13246E-02 .00 .00 .00 1.99 .000 .001 .000 .0000 .0018 .0031
26 .00 .01 .00 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0018 .0031
27 .00 .02 .01 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031

' 28 .00 .02 .02 .13246E-02 .00 .00 .00 1.94 .000 .001 .000 .0000 .0018 .0031
29 .00 .06 .05 .13246E-02 .00 .00 .00 1.88 .000 .001 .000 .0000 .0018 .0031
30 .00 .01 .01 .13246E-02 .00 .00 .00 1.87 .000 .001 .000 .0000 .0018 .0031
31 .00 .05 .05 .13246E-02 .00 .00 .00 1.82 .000 .001 .000 .0000 .0018 .0031
1
1993 2
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .04 .04 .13246E-02 .00 .00 .00 1.78 .000 .001 .000 .0000 .0018 .0031
2 .00 .00 .00 .13246E-02 .00 .00 .00 1.78 .000 .001 .000 .0000 .0018 .0031
3 .00 .01 .01 .13246E-02 .00 .00 .00 1.77 .000 .001 .000 .0000 .0018 .0031
4 .00 .05 .04 .13246E-02 .00 .00 .00 1.72 .000 .001 .000 .0000 .0018 .0031
5 .00 .02 .02 .13246E-02 .00 .00 .00 1.70 .000 .001 .000 .0000 .0018 .0031
6 .00 .08 .07 .13246E-02 .00 .00 .00 1.62 .000 .001 .000 .0000 .0018 .0031
7 .00 .01 .01 .13246E-02 .00 .00 .00 1.61 .000 .001 .000 .0000 .0018 .0031
8 .56 .04 .03 .13246E-02 .00 .00 .00 2.00 .133 .134 .000 .0000 .0018 .0031
9 .00 .02 .02 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0016 .0031
10 .00 .05 .05 .13246E-02 .00 .00 .00 1.93 .000 .001 .000 .0000 .0018 .0031
11 .13 .07 .07 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0018 .0031
12 1.24 .02 .02 .13246E-02 .00 .00 .00 2.00 1.205 1.206 .000 .0000 .0018 .0031
13 .00 .05 .05 .13246E-02 .00 .00 .00 1.95 .000 .001 .000 .0000 .0018 .0031
14 .00 .03 .03 .13246E-02 .00 .00 .00 1.92 .000 .001 .000 .0000 .0018 .0031
15 .00 .02 .01 .13246E-02 .00 .00 .00 1.90 .000 .001 .000 .0000 .0018 .0031
1 16 1.07 .06 .06 .13246E-02 .00 .00 .00 2.00 .906 .907 .000 .0000 .0018 .0031
17 .00 .03 .02 .13246E-02 .00 .00 .00 1.97 .000 .001 .000 .0000 .0018 .0031
18 .00 '.01 .01 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031
19 .00 .00 .00 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031
20 .13 .01 .01 .13246E-02 .00 .00 .00 2.00 .075 .077 .000 .0000 .0018 .0031
21 .43 .04 .03 .13246E-02 .00 .00 .00 2.00 .396 .397 .000 .0000 .0018 .0031
' 22 .69 .12 .12 .13246E-02 .00 .00 .00 2.00 .562 .564 .000 .0000 .0018 .0031
23 .00 .02 .02 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0018 .0031
24 .00 .00 .00 .13246E-02 .00 .00 .00 1.97 .000 .001 .000 .0000 .0018 .0031
25 .08 .00 .00 .13246E-02 .00 .00 .00 2.00 .047 .049 .000 .0000 .0018 .0031
26 1.24 .00 .00 .13246E-02 .00 .00 .00 2.00 1.241 1.243 .000 .0000 .0018 .0031
27 .00 .08 .08 .13246E-02 .00 .00 .00 1.92 .000 .001 .000 .0000 .0018 .0031
28 .00 .16 .16 .13246E-02 .00 .00 .00 1.76 .000 .001 .000 .0000 .0018 .0031
1
1993 3
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .02 .02 .13246E-02 .00 .00 .00 1.74 .000 .001 .000 .0000 .0018 .0031
2 .00 .07 .06 .13246E-02 .00 .00 .00 1.67 .000 .001 .000 .0000 .0018 .0031
3 3.30 .07 .07 .13246E-02 .00 .00 .00 2.00 2.904 2.905 .000 .0000 .0018 .0031
4 3.76 .12 .11 .13246E-02 .00 .00 .00 2.00 3.644 3.645 .000 .0000 .0018 .0031
5 .0 11 .04 .04 .13246E-02 .00 .00 .00 2.00 .036 .037 .000 .0000 .0018 .0031
6 .00 .04 .04 .13246E-02 .00 .00 .00 1.96 .000 .001 .000 .0000 .0018 .0031
7 .00 .06 .06 .13246E-02 .00 .00 .00 1.90 .000 .001 .000 .0000 .0018 .0031
8 .00 .12 .12 .13246E-02 .00 .00 .00 1.77 .000 .001 .000 .0000 .0018 .0031
9 .00 .08 .07 .13246E-02 .00 .00 .00 1.70 .000 .001 .000 .0000 .0018 .0031
10 .00 .16 .16 .13246E-02 .00 .00 .00 1.54 .000 .001 .000 .0000 .0018 .0031
11 .00 .06 .06 .13246E-02 .00 .00 .00 1.48 .000 .001 .000 .0000 .0018 .0031
12 .58 .03 .02 .13246E-02 .00 .00 .00 2.00 .035 .037 .000 .0000 .0018 .0031
13 3.20 .01 .00 .13246E-02 .00 .00 .00 2.00 3.193 3.194 .000 .0000 .0018 .0031
14 .00 .00 .00 .13246E-02 .00 .00 .00 2.00 .000 .001 .000 .0000 .0018 .0031
15 .00 .00 .00 .13246E-02 .00 .00 .00 1.99 .000 .001 .000 .0000 .0018 .0031
16 .03 .02 .02 .13246E-02 .00 .00 .00 2.00 .000 .001 .000 .0000 .0018 .0031
17 .36 .09 .08 .13246E-02 .00 .00 .00 2.00 .268 .270 .000 .0000 .0018 .0031
18 .00 .01 .01 .13246E-02 .00 .00 .00 1.99 .000 .001 .000 .0000 .0018 .0031
19 .00 .00 .00 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0018 .0031
20 .00 .03 .03 .13246E-02 .00 .00 .00 1.95 .000 .001 .000 .0000 .0018 .0031
21 .00 .11 .10 .13246E-02 .00 .00 .00 1.85 .000 .001 .000 .0000 .0018 .0031
22 .00 .15 .14 .13246E-02 .00 .00 .00 1.70 .000 .001 .000 .0000 .0018 .0031
23 .18 .20 .19 .13246E-02 .00 .00 .00 1.68 .000 .001 .000 .0000 .0018 .0031
24 1.68 .15 .15 .13246E-02 .00 .00 .00 2.00 1.207 1.208 .000 .0000 .0018 .0031
25 .00 .13 .12 .13246E-02 .00 .00 .00 1.87 .000 .001 .000 .0000 .0018 .0031
26 .13 .08 .07 .13246E-02 .00 .00 .00 1.92 .000 .001 .000 .0000 .0018 .0031
27 2.13 .10 .10 .13246E-02 .00 .00 .00 2.00 1.955 1.957 .000 .0000 .0018 .0031
28 .03 .14 .14 .13246E-02 .00 .00 .00 1.88 .000 .001 .000 .0000 .0018 .0031
29 .00 .14 .14 .13246E-02 .00 .00 .00 1.74 .000 .001 .000 .0000 .0018 .0031
30 .00 .19 .19 .13246E-02 .00 .00 .00 1.55 .000 .001 .000 .0000 .0018 .0031
31 .13 .13 .13 .13246E-02 .00 .00 .00 1.54 .000 .001 .000 .0000 .0018 .0031
1
1993 4
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SI.OPSP VERTSP LATSP TOTALQ
1 .00 .29 .29 .13246E-02 .00 .00 .00 1.25 .000 .001 .000 .0000 .0018 .0031
2 .00 .14 .13 .13246E-02 .00 .00 .00 1.11 .000 .001 .000 .0000 .0018 .0031
3 .00 .OB .08 .13246E-02 .00 .00 .00 1.03 .000 .001 .000 .0000 .0018 .0031
4 .03 .13 .12 .13246E-02 .00 .00 .00 .93 .000 .001 .000 .0000 .0018 .0031
5 5.28 .05 .05 .13246E-02 .00 .00 .00 2.00 4.163 4.165 .000 .0000 .0018 .0031
6 1.22 .04 .04 .13246E-02 .00 .00 .00 2.00 1.180 1.181 .000 .0000 .0018 .0031
7 .00 .10 .10 .13246E-02 .00 .00 .00 1.90 .000 .001 .000 .0000 .0018 .0031
8 .00 .13 .13 .13246E-02 .00 .00 .00 1.77 .000 .001 .000 .0000 .0018 .0031
9 .15 .13 .12 .13246E-02 .00 .00 .00 1.79 .000 .001 .000 .0000 .0018 .0031
10 2.44 .14 .13 .13246E-02 .00 .00 .00 2.00 2.095 2.097 .000 .0000 .0018 .0031
11 .00 .17 .17 .13246E-02 .00 .00 .00 1.82 .000 .001 .000 .0000 .0018 .0031
' 12 .00 .27 .26 .13246E-02 .00 .00 .00 1.56 .000 .001 .000 .0000 .0018 .0031
13 .00 .16 .16 .13246E-02 .00 .00 .00 1.39 .000 .001 .000 .0000 .0018 .0031
14 .00 .27 .26 .13246E-02 .00 .00 .00 1.13 .000 .001 .000 .0000 .0018 .0031
15 .00 .39 .39 .13246E-02 .00 .00 .00 .73 .000 .001 .000 .0000 .0018 .0031
16 3.02 .21 .21 .13246E-02 .00 .00 .00 2.00 1.545 1.546 .000 .0000 .0018 .0031
17 .00 .13 .12 .13246E-02 .00 .00 .00 1.87 .000 .001 .000 .0000 .0018 .0031
1

18 .00 .12 .12
19 .00 .21 .21
20 .00 .29 .28
21 .08 .18 .18
22 .00 .10 .10
23 .00 .13 .13
24 .00 .21 .21
25 .00 .35 .35
26 .08 .24 .23
27 .00 .18 .18
28 .00 .01 .14
29 .00 .00 .23
30 .00 .00 .29
1
1993 5
DAY RAIN INFIL ET
1 .00 .00 .39
2 .00 .00 .37
3 .00 .00 .36
4 .76 .76 .36
5 .58 .58 .35
6 .53 .53 .37
7 .00 .00 .45
8 .00 .00 .41
9 .00 '.00 .42
10 .00 .00 .45
11 .03 .03 .49
12 .00 .00 .48
13 .63 .63 .32
14 .00 .00 .32
15 .00 .00 .37
16 .00 .00 .47
17 .00 .00 .44
18 .00 .00 .50
19 1.96 1.96 .31
20 .03 .03 .33
21 .03 .03 .25
22 .00 .00 .23
23 .00 .00 .27
24 .00 .00 .42
25 .10 .10 .39
26 1.09 1.09 .29
27 .00 .00 .41
28 .00 .00 .44
29 1.19 1.19 .44
30 .00 .00 .41
31 1.50 1.50 .38
1
1993 6
.13246E--02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.95972E-03
.28523E-03
.00000E+00
DRAIN
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+0D
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.14
.38
.67
TVOL
1.06
1.43
1.79
1.39
1.16
.99
1.44
1.86
2.29
2.74
3.21
3.70
3.38
3.71
4.08
4.55
4.99
5.50
3.86
4.16
4.38
4.61
4.88
5.30
5.59
4.79
5.20
5.64
4.89
5.30
4.19
.00 .00 1.75 .000
.00 .00 1.54 .000
.00 .00 1.25 .000
.00 .00 1.15 .000
.00 .00 1.05 .000
.00 .00 .91 .000
.00 .00 .70 .000
.00 .00 .35 .000
.00 .00 .19 .000
.00 .00 .01 .000
.00 7.06 .00 .000
.00 18.79 .00 .000
.00 30.35 .00 .000
DDZ DTWT STOR RUNOFF
.00 41.00 .00 .000
.00 47.24 .00 .000
.00 54.81 .00 .000
.00 46.49 .00 .000
.00 42.62 .00 .000
.00 39.78 .00 .000
.00 47.41 .00 .000
.00 56.52 .00 .000
.49 62.75 .00 .000
1.24 67.30 .00 .000
2.07 71.68 .00 .000
3.07 75.53 .00 .000
1.65 76.88 .00 .000
2.25 79.79 .00 .000
3.03 82.69 .00 .000
4.14 85.57 .00 .000
5.18 88.25 .00 .000
6.43 91.00 .00 .000
1.18 87.29 .00 .000
1.82 89.45 .00 .000
2.23 91.32 .00 .000
2.69 93.12 .00 .000
3.28 94.97 .00 .000
4.35 97.17 .00 .000
5.01 98.98 .00 .000
2.37 97.47 .00 .000
3.45 99.48 .00 .000
4.63 101.53 .00 .000
2.18 100.02 .00 .000
3.29 101.92 .00 .000
.00 98.14 .00 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.000 .000
WLOSS SLOPSP
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0017 .0027
.0000 .0017 .0020
.0000 .0016 .0016
VERTSP LATSP TOTALC
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0014 .0014
.0000 .0014 .0014
.0000 .0015 .0015
.0000 -0015 .0015
.0000 .0015 .0015
.0000 .0014 .0014
.0000 .0014 .0014
.0000 .0013 .0013
.0000 .0013 .0013
.0000 .0013 .0013
.0000 .0013 .0013
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .001.
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .0012
.0000 .0012 .001-s
.0000 .0011 .001?
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
.0000 .0011 .0013
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT . STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .40 .00000E+00 4.59 1.07 99.98 .00 .000 .000 .000 .0000 .0011 .0011
2 .00 .00 .34 .00000E+00 4.93 1.97 101.67 .00 .000 .000 .000 .0000 .0011 .0011
3 .00 .00 .49 .00000E+00 5.42 3.33 103.96 .00 .000 .000 .000 .0000 .0011 .0011
4 .33 .33 .48 .00000E+00 5.57 3.65 105.52 .00 .000 .000 .000 .0000 .0011 .0011
5 .00 .00 .61 .00000E+00 6.18 5.40 108.16 .00 .000 .000 .000 .0000 .0010 .0010
6 .00 .00 .40 .00000E+00 6.58 6.51 110.27 .00 .000 .000 .000 .0000 .0010 .0010
7 .00 .00 .47 .00000E+00 7.05 7.84 112.49 .00 .000 .000 .000 .0000 .0010 .0010
8 .00 .00 .68 .00000E+00 7.73 9.82 115.22 .00 .000 .000 .000 .0000 .0010 .0010
9 .00 .00 .79 .00000E+00 8.52 12.14 118.25 .00 .000 .000 .000 .0000 .0010 .0010
10 .00 .00 .74 .00000E+00 9.26 14.31 121.10 .00 .000 .000 .000 .0000 .0010 .0010
11 .00 .00 .73 .00000E+00 9.99 16.45 123.91 .00 .000 .000 .000 .0000 .0009 .0009
12 .33 .33 .51 .00000E+00 10.17 16.91 125.20 .00 .000 .000 .000 .0000 .0010 .0010
13 .10 .10 .32 .00000E+00 10.39 17.47 126.66 .00 .000 .000 .000 .0000 .0010 .0010
14 .00 .00 .45 .00000E+00 10.84 18.78 128.58 .00 .000 .000 .000 .0000 .0009 .0009
15 .00 .00 .47 .00000E+00 11.31 20.15 130.56 .00 .000 .000 .000 .0000 .0009 .0009
16 .00 .00 .62 .00000E+00 11.94 21.98 132.94 .00 .000 .000 .000 .0000 .0009 .0009
17 .00 .00 .63 .00000E+00 12.57 23.85 135.36 .00 .000 .000 .000 .0000 .0009 .0009
18 .00 .00 .65 .00000E+00 13.22 25.75 137.78 .00 .000 .000 .000 .0000 .0009 .0009
19 .00 .00 .67 .000OOE+00 13.89 27.74 140.25 .00 .000 .000 .000 .0000 .0009 .0009
20 .00 .00 .66 .00000E+00 14.55 29.68 142.68 .00 .000 .000 .000 .0000 .0008 .0008
21 .00 .00 .58 .00000E+00 15.13 31.39 144.87 .00 .000 .000 .000 .0000 .0008 .0008
22 .00 .00 .61 .00000E+00 15.74 33.20 147.14 .00 .000 .000 .000 .0000 .0008 .0008
23 .00 .00 .58 .000002:+00 16.32 34.91 149.30 .00 .000 .000 .000 .0000 .0008 .0008
24 .00 .00 .59 .00000E+00 16.91 36.65 151.47 .00 .000 .000 .000 .0000 .0008 .0008
25 .00 .00 .52 .00000E+00 17.44 38.19 153.44 .00 .000 .000 .000 .0000 .0008 .0008
26 .00 .00 .62 .00000E+00 18.06 40.05 155.67 .00 .000 .000 .000 .0000 .0008 .0008
27 .05 .05 .54 .00000E+00 18.55 41.48 157.56 .00 .000 .000 .000 .0000 .0008 .0008
28 .00 .00 .62 .00000E+00 19.17 43.33 159.76 .00 .000 .000 .000 .0000 .0007 .0007
29 .03 .03 .59 .00000E+00 19.74 45.00 161.87 .00 .000 .000 .000 .0000 .0008 .0008
30 .00 .00 .02 .00000E+00 19.76 45.00 162.37 .00 .000 .000 .000 .0000 .0008 .0008
1
1993 7
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .05 .05 .07 .00000E+00 19.78 45.00 162.86 .00 .000 .000 .000 .0000 .0008 .0008
2 .56 .56 .56 .00000E+00 19.78 44.96 163.27 .00 .000 .000 .000 .0000 .0008 .0008
3 .20 .20 .23 .00000E+00 19.81 45.00 163.74 .00 .000 .000 .000 .0000 .0008 .0008
4 .10 .10 .11 .00000E+00 19.82 45.00 164.13 .00 .000 .000 .000 .0000 .0008 .0008
5 1.02 1.02 .63 .00000E+00 19.43 43.79 163.30 .00 .000 .000 .000 .0000 .0008 .0008
6 .00 .00 .41 .00000E+00 19.84 45.00 164.78 .00 .000 .000 .000 .0000 .0007 .0007

7 .03 .03 .03 .00000E+00
8 .00 .00 .O1 .00000E+00
9 1.22 1.22 .68 .00000E+00
10 .00 .00 .56 .00000E+00
11 .05 .05 .06 .00000E+00
12 .00 .00 .O1 .00000E+00
13 .15 .15 .16 .00000E+00
14 .00 .00 .01 .00000E+00
15 .05 .05 .06 .00000E+00
16 .00 .00 .O1 .00000E+00
17 .00 .00 .01 .00000E+00
18 .18 .18 .19 .00000E+00
19 1.37 1.37 .55 .00000E+00
20 .00 .00 .70 .00000E+00
21 .00 .00 .15 .00000E+00
22 .00 .00 .01 .00000E+00
23 .00 .00 .O1 .00000E+00
24 .03 .03 .03 .00000E+00
25 .36 .36 .36 .00000E+00
26 .00 .00 .O1 .00000E+00
27 .00 .00 .O1 .00000E+00
28 .00 .00 .O1 .00000E+00
29 .00 .00 .O1 .00000E+00
30 .00 .00 .O1 .00000E+00
31 .00 .00 O1 .00000E+00
1993 8
DAY RAIN INFIL ET DRAIN
1 .00 .00 .O1 .00000E+00
2 .00 .00 .O1 .00000E+00
3 2.34 2.34 .50 .00000E+00
4 .00 .00 .54 .00000E+00
5 .00 .00 .56 .00000E+00
6 .28 .28 .44 .00000E+00
7 .20 .20 .34 .00000E+00
8 .03 .03 .42 .00000E+00
9 .00 .00 .09 .00000E+00
10 .00 .00 .O1 .00000E+00
11 .00 .00 .O1 .00000E+00
12 .00 .00 .O1 .00000E+00
13 1.04 1.04 .37 .00000E+00
14 .00 .00 .56 .00000E+00
15 .00 .00 .13 .00000E+00
16 .00 .00 .O1 .00000E+00
17 .61 .61 .54 .00000E+00
18 .00 .00 .O8 .00000E+00
19 .00 .00 .O1 .00000E+00
20 .00 .00 .O1 .00000E+00
21 .00 .00 .O1 .00000E+00
22 .00 .00 .O1 .00000E+00
23 .00 .00 .O1 .00000E+00
24 .00 .00 .O1 .00000E+00
25 .00 .00 .O1 .00000E+00
26 .00 .00 .O1 .00000E+00
27 .00 .00 .O1 .00000E+00
28 .00 .00 .O1 .00000E+00
29 .00 .00 .O1 .00000E+00
30 .00 .00 .O1 .00000E+00
31 .00 .00 .O1 .00000E+00
1993 9
DAY RAIN INFIL ET DRAIN
1 .00 .00 .O1 .00000E+00
2 .00 .00 .O1 .00000E+00
3 .00 .00 .O1 .00000E+00
4 3.73 3.73 .43 .00000E+00
5 1.32 1.32 .33 .00000E+00
6 .03 .03 .46 .00000E+00
7 .00 .00 .43 .00000E+00
8 .00 .00 .47 .00000E+00
9 .00 .00 .45 .00000E+00
10 .00 .00 .45 .00000E+00
11 .00 .00 .26 .00000E+00
12 .00 .00 .27 .00000E+00
13 .00 .00 .35 .00000E+00
14 .00 .00 .43 .00000E+00
15 .00 .00 .47 .00000E+00
16 2.24 2.24 .38 .00000E+00
17 .46 .46 .36 .00000E+00
18 .00 .00 .43 .00000E+00
19 .00 .00 .33 .00000E+00
20 .00 .00 .26 .00000E+00
21 .18 .18 .31 .00000E+00
22 .00 .00 .36 .00000E+00
23 .00 .00 .36 .00000E+00
24 .00 .00 .38 .00000E+00
25 .08 .08 .12 .00000E+00
26 .00 .00 .00 .00000E+00
27 .86 .86 .29 .00000E+00
28 .00 .00 .18 .00000E+00
29 .00 .00 .20 .00000E+00
19.85
19.86
19.32
19.88
19.89
19.90
19.91
19.92
19.93
19.94
19.95
19.96
19.14
19.84
19.98
19.99
20.00
20.01
20.02
20.03
20.04
20.05
20.05
20.06
20.07
TVOL
20.08
20.09
18.25
18.79
19.36
19.52
19.66
20.05
20.14
20.14
20.15
20.16
19.49
20.05
20.18
20.19
20.12
20.20
20.21
20.21
20.22
20.23
20.24
20.24
20.25
20.26
20.26
20.27
20.28
20.28
20.29
TVOL
20.30
20.30
20.31
17.00
16.01
16.45
16.88
17.35
17.80
18.25
18.52
18.79
19.14
19.57
20.05
18.19
18.10
18.53
18.86
19.13
19.26
19.62
19.98
20.36
20.40
20.41
19.83
20.01
20.21
45.00 165.05
45.00 165.25
43.34 163.80
45.00 165.62
45.00 165.80
45.00 166.00
45.00 166.20
45.00 166.40
45.00 166.59
45.00 166.79
45.00 166.99
45.00 167.18
42.49 164.86
44.58 167.07
45.00 167.66
45.00 167.85
45.00 168.03
45.00 168.21
45.00 168.39
45.00 168.57
45.00 168.75
45-00 168.93
45.00 169.10
45.00 169.27
45.00 169.43
DDZ DTWT
45.00 169.60
45.00 169.77
39.40 164.34
41.03 166.09
42.72 167.88
43.20 168.49
43.59 169.03
44.75 170.34
45.00 170.74
45.00 170.90
45.00 171.05
45.00 171.20
42.95 169.30
44.64 171.08
45.00 171.58
45.00 171.73
44.77 171.65
45.00 172.02
45.00 172.16
45.00 172.30
45.00 172.44
45.00 172.58
45.00 172.71
45.00 172.85
45.00 172.99
45.00 173.13
45.00 173.26
45.00 173.39
45.00 173.51
45.00 173.64
45.00 173.77
DDZ DTWT
45.00 173.90
45.00 174.03
45.00 174.15
34.97 164.23
31.94 161.33
33.24 162.75
34.54 164.13
35.97 165.63
37.31 167.05
38.68 168.49
39.46 169.36
40.26 170.26
41.33 171.40
42.62 172.77
44.05 174.26
38.41 168.71
38.11 168.51
39.42 169.88
40.41 170.96
41.20 171.83
41.59 172.32
42.67 173.48
43.75 174.63
44.89 175.84
45.00 176.04
45.00 176.14
43.24 174.48
43.77 175.10
44.37 175.77
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 1000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
STOR RUNOFF WLOSS SLOPSP VERTSP
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
STOR RUNOFF WLOSS SLOPSP VERTSP
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.0008 .0008
.0008 .0008
.0008 .0008
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
LATSP TOTALQ
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
LATSP TOTALQ
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0008 .0008
.0008 .0008
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007
.0007 .0007

30 .00 .00 .14 .00000E+00 20.35 44.78 176.27 .00 .000 .000 .000 .0000 .0007 .0007
1
1993 10
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .08 .00000E+00 20.43 45.00 176.58 .00 .000 .000 .000 .0000 .0007 .0007
2 .00 .00 .00 .000OOE+00 20.43 45.00 176.68 .00 .000 .000 .000 .0000 .0007 .0007
3 .00 .00 .00 .00000E+00 20.44 45.00 176.78 .00 .000 .000 .000 .0000 .0007 .0007
4 .00 .00 .00 .00000E+00 20.44 45.00 176.88 .00 .000 .000 .000 .0000 .0007 .0007
5 .00 .00 .00 .00000E+00 20.45 45.00 176.98 .00 .000 .000 .000 .0000 .0007 .0007
6 .00 .00 .00 .00000E+00 20.45 45.00 177.08 .00 .000 .000 .000 .0000 .0007 .0007
7 .00 .00 .00 .00000E+00 20.46 45.00 177.17 .00 .000 .000 .000 .0000 .0007 .0007
8 1.02 1.02 .19 .00000E+00 19.63 42.48 174.74 .00 .000 .000 .000 .0000 .0007 .0007
9 .00 .00 .28 .00000E+00 19.91 43.32 175.64 .00 .000 .000 .000 .0000 .0007 .0007
10 .00 .00 .19 .00000E+00 20.10 43.87 176.27 .00 .000 .000 .000 .0000 .0007 .0007
11 .63 .63 .04 .00000E+00 19.51 42.07 174.55 .00 .000 .000 .000 .0000 .0007 .0007
12 .03 .03 .12 .00000E+00 19.60 42.34 174.90 .00 .000 .000 .000 .0000 .0007 .0007
13 .00 .00 .11 .00000E+00 19.71 42.65 175.29 .00 .000 .000 .000 .0000 .0007 .0007
14 .00 .00 .13 .00000E+00 19.83 43.02 175.74 .00 .000 .000 .000 .0000 .0007 .0007
15 .00 .00 .14 .00000E+00 19.97 43.43 176.23 .00 .000 .000 .000 .0000 .0007 .0007
16 .15 .15 .14 .00000E+00 19.96 43.37 176.25 .00 .000 .000 .000 .0000 .0007 .0007
17 .25 .25 .17 .00000E+00 19.88 43.12 176.08 .00 .000 .000 .000 .0000 .0007 .0007
18 .00 .00 .24 .00000E+00 20.12 43.84 176.87 .00 .000 .000 .000 .0000 .0007 .0007
' 19 .00 .00 .27 .00000E+00 20.39 44.65 177.74 .00 .000 .000 .000 .0000 .0007 .0007
20 .00 .00 .12 .00000E+00 20.51 45.00 178.16 .00 .000 .000 .000 .0000 .0007 .0007
21 .30 :30 .25 .00000E+00 20.46 44.84 178.07 .00 .000 .000 .000 .0000 .0007 .0007
22 .03 .03 .08 .00000E+00 20.52 45.00 178.32 .00 .000 .000 .000 .0000 .0007 .0007
23 .00 .00 .00 .00000E+00 20.52 45.00 178.40 .00 .000 .000 .000 .0000 .0007 .0007
24 .00 .00 .00 .00000E+00 20.52 45.00 178.48 .00 .000 .000 .000 .0000 .0007 .0007
' 25 .00 .00 .00 .00000E+00 20.53 45.00 178.56 .00 .000 .000 .000 .0000 .0007 .0007
26 1.42 1.42 .12 .00000E+00 19.22 41.03 174.67 .00 1000 .000 .000 .0000 .0007 .0007
27 .00 .00 .20 .00000E+00 19.42 41.63 175.34 .00 .000 .000 .000 .0000 .0007 .0007
28 .03 .03 .10 .00000E+00 19.50 41.84 175.61 .00 .000 .000 .000 .0000 .0007 .0007
29 .00 .00 .08 .00000E+00 19.57 42.07 175.91 .00 .000 .000 .000 .0000 .0007 .0007
30 3.58 3.58 .09 .00000E+00 16.08 31.46 165.39 .00 .000 .000 .000 .0000 .0007 .0007
31 .05 .05 .03 .00000E+00 16.06 31.40 165.40 .00 .000 .000 .000 .0000 .0007 .0007
1
1993 11
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .03 .00000E+00 16.09 31.49 165.56 .00 .000 .000 _000 .0000 .0007 .0007
2 .00 .00 .02 .00000E+00 16.11 31.53 165.68 .00 .000 .000 .000 .0000 .0007 .0007
3 .00 .00 .03 .00000E+00 16.14 31.61 165.82 .00 .000 .000 .000 .0000 .0007 .0007
4 .00 .00 .O8 .00000E+00 16.22 31.83 166.11 .00 .000 .000 .000 .0000 .0007 .0007
5 1.73 1.73 .12 .00000E+00 14.61 26.94 161.30 .00 .000 .000 .000 .0000 .0008 .0008
6 .38 .38 .07 .00000E+00 14.30 25.99 160.42 .00 .000 .000 .000 .0000 .0008 .0008
7 .00 .00 .03 .00000E+00 14.33 26.06 160.56 .00 .000 .000 .000 .0000 .0008 .0008
8 .00 .00 .02 .00000E+00 14.35 26.13 160.70 .00 .000 .000 .000 .0000 .0008 .0008
9 .00 .00 .02 .00000E+00 14.37 26.19 160.83 .00 .000 .000 .000 .0000 .0008 .0008
10 .00 .00 .04 .00000E+00 14.42 26.31 161.02 .00 .000 .000 .000 .0000 .0008 .0008
11 .00 .00 .04 .00000E+00 14.46 26.44 161.22 .00 .000 .000 .000 .0000 .0008 .0008
12 .00 .00 .07 .00000E+00 14.54 26.65 161.49 .00 .000 .000 .000 .0000 .0008 .0008
13 .00 .00 .12 .00000E+00 14.66 27.00 161.90 .00 .000 .000 .000 .0000 .0008 .0008
14 .00 .00 .22 .00000E+00 14.88 27.66 162.61 .00 .000 .000 .000 .0000 .0008 .0008
15 .00 .00 .27 .00000E+00 15.14 28.46 163.46 .00 .000 .000 .000 .0000 .0007 .0007
16 .00 .00 .19 .00000E+00 15.33 29.03 164.08 .00 .000 .000 .000 .0000 .0007 .0007
17 .00 .00 .18 .00000E+00 15.51 29.57 164.67 .00 .000 .000 .000 .0000 .0007 .0007
18 .00 .00 .13 .00000E+00 15.65 29.97 165.12 .00 .000 .000 .000 .0000 .0007 .0007
19 .25 .25 .09 .00000E+00 15.48 29.45 164.66 .00 .000 .000 .000 .0000 .0008 .0008
20 .00 .00 .05 .00000E+00 15.53 29.60 164.87 .00 .000 .000 .000 .0000 .0007 .0007
21 .00 .00 .03 .00000E+00 15.56 29.68 165.01 .00 .000 .000 .000 .0000 .0007 .0007
22 .00 .00 .07 .00000E+00 15.64 29.90 165.29 .00 .000 .000 .000 .0000 .0007 .0007
23 .00 .00 .0 .00000E+00 15.72 30.13 165.57 .00 .000 .000 .000 .0000 .0007 .0007
24 .00 .00 .OB .00000E+00 15.80 30.37 165.87 .00 .000 .000 .000 .0000 .0007 .0007
25 .00 .00 .06 .00000E+00 15.86 30.56 166.11 .00 .000 .000 .000 .0000 .0007 .0007
26 .00 .00 .06 .00000E+00 15.92 30.74 166.35 .00 .000 .000 .000 .0000 .0007 .0007
27 4.27 4.27 .11 .00000E+00 11.77 18.13 153.80 .00 .000 .000 .000 .0000 .0008 .0008
28 .13 .13 .06 .00000E+00 11.70 17.93 153.67 .00 .000 .000 .000 .0000 .0008 .0008
29 .00 .00 .02 .00000E+00 11.72 17.98 153.77 .00 .000 .000 .000 .0000 .0008 .0008
30 .00 .00 .02 .00000E+00 11.74 18.02 153.87 .00 .000 .000 .000 .0000 .0008 .0008
1
1993 12
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .02 .00000E+00 11.76 18.07 153.98 .00 .000 .000 .000 .0000 .0008 .0008
2 .00 .00 .03 .00000E+00 11.79 18.15 154.13 .00 .000 .000 .000 .0000 .0008 .0008
3 .00 .00 .06 .00000E+00 11.85 18.33 154.36 .00 .000 .000 .000 .0000 .0008 .0008
4 .51 .51 .09 .00000E+00 11.43 17.06 153.14 .00 .000 .000 .000 .0000 .0008 .0008
5 3.45 3.45 .07 .00000E+00 8.05 6.78 142.92 .00 .000 .000 .000 .0000 .0008 .0008
6 .00 .00 .04 .00000E+00 8.08 6.89 143.09 .00 .000 .000 .000 .0000 .0009 .0009
7 .00 .00 .04 .00000E+00 8.12 7.00 143.25 .00 .000 .000 .000 .0000 .0009 .0009
8 .00 .00 .04 .00000E+00 8.16 7.11 143.41 .00 .000 .000 .000 .0000 .0009 .0009
9 .00 .00 .04 .00000E+00 8.20 7.21 143.56 .00 .000 .000 .000 .0000 .0009 .0009
10 .84 .84 .05 .00000E+00 7.41 4.81 141.22 .00 .000 .000 .000 .0000 .0009 .0009
11 .00 .00 .01 .00000E+00 7.42 4.84 141.31 .00 .000 .000 .000 .0000 .0009 .0009
12 .00 .00 .00 .00000E+00 7.42 4.84 141.36 .00 .000 .000 .000 .0000 .0009 .0009
' 13 .00 .00 .01 .00000E+00 7.44 4.87 141.45 .00 .000 .000 .000 .0000 .0009 .0009
14 .43 .43 .01 .00000E+00 7.02 3.59 140.22 .00 .000 .000 .000 .0000 .0009 .0009
15 1.50 1.50 .01 .00000E+00 5.53 .00 130.60 .00 .000 .000 .000 .0000 .0009 .0009
16 .00 .00 .05 .00000E+00 5.59 .15 130.86 .00 .000 .000 .000 .0000 .0009 .0009
17 .00 .00 .02 .00000E+00 5.61 .20 131.02 .00 .000 .000 .000 .0000 .0009 .0009
18 .05 .O5 .O1 .00000E+00 5.57 .07 131.01 .00 .000 .000 .000 .0000 .0009 .0009

19 .00 .00 .02 .00000E+00 5.60 .14 131.18 .00 .000 .000 .000 .0000 .0009 .0009
20 1.42 1.42 .01 .00000E+00 4.18 .00 98.04 .00 .000 .000 .000 .0000 .0010 .0010
21 .15 .15 .O1 .00000E+00 4.04 .00 95.66 .00 .000 .000 .000 .0000 .0011 .0011
22 .13 .13 .00 .00000E+00 3.91 .00 93.57 .00 .000 .000 .000 .0000 .0011 .0011
23 .66 .66 .00 .00000E+00 3.26 .00 82.59 .00 .000 .000 .000 .0000 .0012 .0012
24 .00 .00 .00 .00000E+00 3.26 .00 82.61 .00 .000 .000 .000 .0000 .0012 .0012
25 .00 .00 .00 .00000E+00 3.26 .00 82.68 .00 .000 .000 .000 .0000 .0012 .0012
26 .00 .00 .00 .00000E+00 3.26 .00 82.71 .00 .000 .000 .000 .0000 .0012 .0012
27 .00 .00 .03 .00000E+00 3.29 .00 83.25 .00 .000 .000 .000 .0000 .0012 .0012
28 .10 .10 .00 .00000E+00 3.20 .00 81.60 .00 .000 .000 .000 .0000 .0012 .0012
29 .20 .20 .00 .00000E+00 2.99 .00 78.08 .00 .000 .000 .000 .0000 .0012 .0012
30 .00 .00 .00 .00000E+00 3.00 .00 78.10 .00 .000 .000 .000 .0000 .0013 .0013
31 .00 .00 .04 .00000E+00 3.04 .00 78.85 .00 .000 .000 .000 .0000 .0013 .0013
1995 1
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .06 .00000E+00 10.15 12.99 150.19 .00 .000 .000 .000 .0000 .0008 .0008
2 .00 .00 .O1 .00000E+00 10.16 13.02 150.27 .00 .000 .000 .000 .0000 .0008 .0008
3 .00 .00 .00 .00000E+00 10.16 13.01 150.31 .00 .000 .000 .000 .0000 .0008 .0008
4 .00 .00 .00 .00000E+00 10.16 13.02 150.36 .00 .000 .000 .000 .0000 .0008 .0008
5 .00 .00 .00 .00000E+00 10.16 13.01 150.40 .00 .000 .000 .000 .0000 .0008 .0008
6 2.36 2.36 .O1 .00000E+00 7.81 5.87 143.30 .00 .000 .000 .000 .0000 .0008 .0008
7 .94 .94 .03 .00000E+00 6.90 3.12 140.60 .00 .000 .000 .000 .0000 .0009 .0009
8 .00 .00 .O1 .00000E+00 6.92 3.15 140.67 .00 .000 .000 .000 .0000 .0009 .0009
9 .00 .00 .02 .00000E+00 6.94 3.21 140.78 .00 .000 .000 .000 .0000 .0009 .0009
10 .00 .00 .02 .00000E+00 6.96 3.28 140.89 .00 .000 .000 .000 .0000 .0009 .0009
11 .00 .00 .05 .00000E+00 7.02 3.44 141.09 .00 .000 .000 .000 .0000 .0009 .0009
12 .23 .23 .09 .00000E+00 6.88 3.02 140.71 .00 .000 .000 .000 .0000 .0009 .0009
13 .00 .00 .11 .00000E+00 6.99 3.35 141.08 .00 .000 .000 .000 .0000 .0009 .0009
14 .20 .20 .16 .00000E+00 6.95 3.22 140.99 .00 .000 .000 .000 .0000 .0009 .0009
15 4.88 4.88 .11 .00000E+00 2.18 .00 63.29 .00 .000 .000 .000 .0000 .0010 .0010
16 .00 .00 .08 .00000E+00 2.26 .00 64.79 .00 .000 .000 .000 .0000 .0013 .0013
17 .00 .00 .05 .00000E+00 2.32 .00 65.81 .00 .000 .000 .000 .0000 .0013 .0013
18 .00 .00 .04 .00000E+00 2.37 .00 66.65 .00 .000 .000 .000 .0000 .0013 .0013
19 .86 .86 .05 .00000E+00 1.55 .00 49.23 .00 .000 .000 .000 .0000 .0014 .0014
20 .25 .25 .03 .00000E+00 1.33 .00 45.58 .00 .000 .000 .000 .0000 .0014 .0014
21 .00 .00 .02 .00000E+00 1.36 .00 46.01 .00 .000 .000 .000 .0000 .0015 .0015
22 .00 .00 .O1 .00000E+00 1.37 .00 46.22 .00 .000 .000 .000 .0000 .0015 .0015
23 .28 .28 .00 .00000E+00 1.10 .00 41.61 .00 .000 .000 .000 .0000 .0015 .0015
24 .00 .00 .00 .00000E+00 1.10 .00 41.67 .00 .000 .000 .000 .0000 .0015 .0015
25 .00 .00 .00 .00000E+00 1.11 .00 41.77 .00 .000 .000 .000 .0000 .0015 .0015
26 .00 .00 .O1 .00000E+00 1.12 .00 41.98 .00 .000 .000 .000 .0000 .0015 .0015
27 .00 .00 .00 .00000E+00 1.12 .00 42.07 .00 .000 .000 .000 .0000 .0015 .0015
28 1.27 1.14 .O1 .24302E-03 .00 .00 .00 .13 .000 .000 .000 .0000 .0016 .0018
29 .13 .00 .00 .13246E-02 .00 .00 .00 .25 .000 .001 .000 .0000 .0018 .0031
30 .03 .00 .00 .13246E-02 .00 .00 .00 .27 .000 .001 .000 .0000 .0018 .0031
31 .00 .02 .02 .13246E-02 .00 .00 .00 .25 .000 .001 .000 .0000 .0018 .0031
1
1995 2

1

t

DAY RAIN INFIL ET
1 .00 .04 .03
2 .10 .05 .04
3 .00 .02 .02
4 .84 .O1 .O1
5 .00 .00 .00
6 .00 .00 .00
7 .25 .00 .00
8 .00 .00 .00
9 .00 .00 .00
10 .23 .01 .00
11 .25 .03 .03
12 .00 .00 .00
13 .00 .00 .00
14 .00 .02 .O1
15 2.92 .01 .00
16 3.43 .04 .04
17 .51 .03 .03
18 1.19 .02 .01
19 .00 .08 .08
20 .00 .11 .11
21 .00 .04 .04
22 .00 .03 .02
23 .00 .13 .13
24 .00 .04 .04
25 .00 .02 .02
26 .00 .12 .12
27 .08 .08 .08
28 1.68 .15 .15
1
1995 3
DAY RAIN INFIL ET
1 1.02 .07 .07
2 .00 .04 .04
3 .41 .O1 .O1
4 .51 .O1 .O1
5 .10 .04 .04
6 .79 .10 .10
7 .00 .20 .20
8 1.98 .12 .11
DRAIN
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
DRAIN
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
TVOL
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
TVOL
.00
.00
.00
.00
.00
.00
.00
.00
DDZ DTWT STOR RUNOFF
.00 .00 .22 .000
.00 .00 .27 .000
.00 .00 .25 .000
.00 .00 1.07 .000
.00 .00 1.07 .000
.00 .00 1.07 .000
.00 .00 1.32 .000
.00 .00 1.31 .000
.00 .00 1.31 .000
.00 .00 1.53 .000
.00 .00 1.76 .000
.00 .00 1.75 .000
.00 .00 1.75 .000
.00 .00 1.73 .000
.00 .00 2.00 2.648
.00 .00 2.00 3.389
.00 .00 2.00 .479
.00 .00 2.00 1.179
.00 .00 1.92 .000
.00 .00 1.81 .000
.00 .00 1.77 .000
.00 .00 1.74 .000
.00 .00 1.60 .000
.00 .00 1.56 .000
.00 .00 1.54 .000
.00 .00 1.42 .000
.00 .00 1.41 .000
.00 .00 2.00 .942
DDZ DTWT STOR RUNOFF
.00 .00 2.00 .944
.00 .00 1.96 .000
.00 .00 2.00 .351
.00 .00 2.00 .497
.00 .00 2.00 .058
.00 .00 2.00 .683
.00 .00 1.80 .000
.00 .00 2.00 1.662
WLOSS SLOPSP VERTSP LATSP TOTALQ
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
2.649 .000 .0000 .0018 .0031
3.391 .000 .0000 .0018 .0031
.480 .000 .0000 .0018 .0031
1.180 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.943 .000 .0000 .0018 .0031
WLOSS SLOPSP VERTSP LATSP TOTALC
.946 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
.352 .000 .0000 .0018 .0031
.498 .000 .0000 .0018 .0031
.060 .000 .0000 .0018 .0031
.684 .000 .0000 .0018 .0031
.001 .000 .0000 .0018 .0031
1.664 .000 .0000 .0018 .0031
1

9 .00 .01 .01 .13246E-02 .00 .00 .00 1.98 .000 .001 .000 .0000 .0018 .0031
10 .00 .01 .01 .13246E-02 .00 .00 .00 1.97 .000 .001 .000 .0000 .0018 .0031
11 .00 .07 .07 .13246E-02 .00 .00 .00 1.90 .000 .001 .000 .0000 .0018 .0031
12 .00 .11 .11 .13246E-02 .00 .00 .00 1.78 .000 .001 .000 .0000 .0018 .0031
13 .00 .12 .12 .13246E-02 .00 .00 .00 1.67 .000 .001 .000 .0000 .0018 .0031
14 .00 .17 .17 .13246E-02 .00 .00 .00 1.49 .000 .001 .000 .0000 .0018 .0031
15 .00 .17 .17 .13246E-02 .00 .00 .00 1.32 .000 .001 .000 .0000 .0018 .0031
16 .00 .21 .20 .13246E-02 .00 .00 .00 1.12 .000 .001 .000 .0000 .0018 .0031
17 .00 .26 .25 .13246E-02 .00 .00 .00 .86 .000 .001 .000 .0000 .0018 .0031
18 .00 .11 .10 .13246E-02 .00 .00 .00 .75 .000 .001 .000 .0000 .0018 .0031
19 .00 .08 .08 .13246E-02 .00 .00 .00 .67 .000 .001 .000 .0000 .0018 .0031
20 .00 .14 .14 .13246E-02 .00 .00 .00 .53 .000 .001 .000 .0000 .0018 .0031
21 1.52 .17 .16 .13246E-02 .00 .00 .00 1.89 .000 .001 .000 .0000 .0018 .0031
22 .00 .27 .26 .13246E-02 .00 .00 .00 1.62 .000 .001 .000 .0000 .0018 .0031
23 .00 .16 .15 .13246E-02 .00 .00 .00 1.46 .000 .001 .000 .0000 .0018 .0031
24 .00 .12 .11 .13246E-02 .00 .00 .00 1.34 .000 .001 .000 .0000 .0018 .0031
25 .00 .10 .10 .13246E-02 .00 .00 .00 1.24 .000 .001 .000 .0000 .0018 .0031
26 .00 .12 .12 .13246E-02 .00 .00 .00 1.13 .000 .001 .000 .0000 .0018 .0031
27 .00 .16 .16 .13246E-02 .00 .00 .00 .96 .000 .001 .000 .0000 .0018 .0031
28 .00 .14 .14 .13246E-02 .00 .00 .00 .82 .000 .001 .000 .0000 .0018 .0031
29 .00 .10 .10 .13246E-02 .00 .00 .00 .72 .000 .001 .000 .0000 .0018 .0031
30 .00 .16 .15 .13246E-02 .00 .00 .00 .56 .000 .001 .000 .0000 .0018 .0031
31 .00 .12 .11 .13246E-02 .00 .00 .00 .44 .000 .001 .000 .0000 .0018 .0031
1995 4
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .11 .10 .13246E-02 .00 .00 .00 .34 .000 .001 .000 .0000 .0018 .0031
2 .00 .10 .09 .13246E-02 .00 .00 .00 .24 .000 .001 .000 .0000 .0018 .0031
3 .00 .07 .07 .13246E-02 .00 .00 .00 .17 .000 .001 .000 .0000 .0018 .0031
4 .00 .17 .22 .12311E-02 .05 .00 2.73 .00 .000 .001 .000 .0000 .0018 .0030
5 .00 .00 .19 .59510E-03 .24 .00 12.18 .00 .000 .001 .000 .0000 .0017 .0023
6 .00 .00 .12 .95286E-04 .37 .00 18.27 .00 .000 .000 .000 .0000 .0017 .0018
7 .00 .00 .13 .00000E+00 .50 .00 23.92 .00 .000 .000 .000 .0000 .0016 .0016
8 .00 .00 .30 .00000E+00 .80 .00 34.15 .00 .000 .000 .000 .0000 .0016 .0016
9 .00 .00 .37 .00000E+00 1.16 .00 42.72 .00 .000 .000 .000 .0000 .0015 .0015
10 .00 .00 .27 .00000E+00 1.43 .00 47.22 .00 .000 .000 .000 .0000 .0015 .0015
11 .00 .00 .20 .00000E+00 1.63 .00 50.76 .00 .000 .000 .000 .0000 .0014 .0014
12 .05 .05 .25 .00000E+00 1.83 .00 55.77 .00 .000 .000 .000 .0000 .0014 .0014
13 2.90 2.10 .27 .27596E-03 .00 .00 .00 .79 .000 .000 .000 .0000 .0015 .0018
14 .00 .15 .15 .13246E-02 .00 .00 .00 .64 .000 .001 .000 .0000 .0018 .0031
15 .00 .15 .15 .13246E-02 .00 .00 .00 .49 .000 .001 .000 .0000 .0018 .0031
16 .00 .21 .21 .13246E-02 .00 .00 .00 .27 .000 .001 .000 .0000 .0018 .0031
17 .00 .27 .30 .12719E-02 .03 .00 1.69 .00 .000 .001 .000 .0000 .0018 .0030
18 .00 .00 .28 .56075E-03 .32 .00 15.92 .00 .000 .001 .000 .0000 .0017 .0023
19 .00 .00 .40 .16742E-05 .72 .00 32.04 .00 .000 .000 .000 .0000 .0016 .0016
20 .00 .00 .47 .00000E+00 1.20 .00 43.27 .00 .000 .000 .000 .0000 .0015 .0015
21 .00 .00 .43 .00000E+00 1.63 .00 50.68 .00 .000 .000 .000 .0000 .0015 .0015
22 .00 .00 .38 .00000E+00 2.01 .16 59.01 .00 .000 .000 .000 .0000 .0014 .0014
23 .00 .00 .36 .00000E+00 2.37 .49 64.17 .00 .000 .000 .000 .0000 .0014 .0014
24 .41 .41 .15 .00000E+00 2.11 .00 62.07 .00 .000 .000 .000 .0000 .0013 .0013
25 .10 .10 .05 .00000E+00 2.06 .00 61.12 .00 .000 .000 .000 .0000 .0014 .0014
26 .00 .00 .17 .00000E+00 2.24 .00 64.28 .00 .000 .000 .000 .0000 .0014 .0014
27 .00 .00 .21 .00000E+00 2.45 .01 68.09 .00 .000 .000 .000 .0000 .0013 .0013
28 .00 .00 .31 .00000E+00 2.76 .42 71.74 .00 .000 .000 .000 .0000 .0013 .0013
29 .00 .00 .24 .00000E+00 3.00 .67 74.90 .00 .000 .000 .000 .0000 .0013 .0013
30 .00 .00 .35 .00000E+00 3.36 1.34 77.99 .00 .000 .000 .000 .0000 .0013 .0013
1995 5
DAY RAIN INFIL ET DRAIN
1 .05 .05 .27 .00000E+00
2 2.34 2.34 .16 .00000E+00
3 .00 .00 .20 .00000E+00
4 .00 .00 .26 .00000E+00
5 .00 .00 .32 .00000E+00
6 .00 .00 .28 .00000E+00
7 .00 .00 .28 .00000E+00
8 .00 .00 .26 .00000E+00
9 .00 .00 .34 .00000E+00
10 .91 .91 .36 .00000E+00
11 .00 .00 .54 .00000E+00
12 .10 .10 .33 .00000E+00
13 .10 .10 .30 .00000E+00
14 1.45 1.45 .39 .00000E+00
15 .00 .00 .51 .00000E+00
16 .00 .00 .46 .00000E+00
17 .00 .00 .54 .00000E+00
18 .00 .00 .58 .00000E+00
19 1.65 1.65 .38 .00000E+00
20 .00 .00 .34 .00000E+00
21 .00 .00 .36 .00000E+00
22 .00 .00 .41 .00000E+00
23 .00 .00 .44 .00000E+00
24 .00 .00 .51 .00000E+00
25 .00 .00 .54 .00000E+00
26 .00 .00 .57 .00000E+00
27 1.30 1.30 .28 .00000E+00
28 1.98 1.98 .25 .00000E+00
29 .00 .00 .56 .00000E+00
30 .00 .00 .56 .00000E+00
31 .00 .00 .40 .00000E+00
TVOL
3.58
1.40
1.60
1.86
2.18
2.47
2.74
3.01
3.35
2.79
3.34
3.57
3.76
2.70
3.21
3.67
4.22
4.80
3.53
3.87
4.23
4.64
5.08
5.59
6.12
6.70
5.68
3.96
4.52
5.08
5.49
DDZ DTWT
1.62 80.55
.00 46.72
.00 50.00
.00 56.54
.14 62.55
.34 66.75
.61 70.50
.89 73.88
1.48 77.07
.00 74.44
1.27 78.01
1.58 80.55
1.82 82.83
.00 ^.2.80
1.12 76.43
2.14 79.72
3.44 83.07
4.91 86.26
.00 87.12
.79 89.30
1.65 91.47
2.66 93.71
3.78 95.97
5.13 98.35
6.58 100.79
8.15 103.26
4.90 101.00
.00 94.28
1.54 96.72
3.09 99.14
4.15 101.09
STOR RUNOFF WLOSS SLOPSP VERTSP
.00 -000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
.00 .000 .000 .000 .0000
LATSP TOTALQ
.0012 .0012
.0013 .0013
.0014 .0014
.0014 .0014
.0014 .0014
.0013 .0013
.0013 .0013
.0013 .0013
.0013 .0013
.0013 .0013
.0012 .0012
.0012 .0012
.0012 .0012
.0012 .0012
.0013 .0013
.0012 .0012
.0012 .0012
.0012 .0012
.0012 .0012
.0012 .0012
.0012 .0012
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011

1995

DAY RAIN INFIL ET DRAIN
1 .00 .00 .45 .00000E+00
2 .00 .00 .57 .00000E+00
3 1.93 1.93 .46 .00000E+00
4 .00 .00 .55 .00000E+00
5 .15 .15 .42 .00000E+00
6 .58 .58 .42 .00000E+00
7 .00 .00 .58 .00000E+00
8 .00 .00 .61 .00000E+00
9 1.70 1.70 .61 .00000E+00
10 .00 .00 .35 .00000E+00
11 .00 .00 .19 .00000E+00
12 .00 .00 .51 .00000E+00
13 .00 .00 .59 .00000E+00
14 .00 .00 .42 .00000E+00
15 .00 .00 .55 .00000E+00
16 .00 .00 .49 .00000E+00
17 .00 .00 .58 .00000E+00
18 .00 .00 .62 .00000E+00
19 .00 .00 .48 .00000E+00
20 .00 .00 .37 .00000E+00
21 .00 .00 .38 .00000E+00
22 .00 .00 .43 .00000E+00
23 .00 .00 .46 .00000E+00
24 .00 .00 .53 .00000E+00
25 .00 .00 .57 .00000E+00
26 .00 .00 .60 .00000E+00
27 .00 .00 .36 .00000E+00
28 .00 .00 .32 .00000E+00
29 .00 .00 .59 .00000E+00
30 .00 .00 .59 .00000E+00
1995 7
TVOL
5.93
6.51
5.04
5.59
5.86
5.70
6.27
6.88
5.79
6.15
6.33
6.85
7.44
7.86
8.40
8.90
9.48
10.10
10.58
10.95
11.34
11.77
12.23
12.77
13.34
13.94
14.29
14.61
15.20
15.79
DDZ DTWT
5.36 103.13
6.96 105.47
2.36 101.68
3.92 103.89
4.61 105.82
3.97 106.48
5.62 109.02
7.39 111.58
3.96 109.15
4.95 111.02
5.41 112.46
6.90 114.62
8.61 116.99
9.82 118.86
11.41 121.05
12.84 123.09
14.54 125.35
16.37 127.73
17.78 129.68
18.83 131.29
19.94 132.92
21.20 134.69
22.55 136.52
24.13 138.55
25.80 140.66
27.58 142.85
28.62 144.31
29.55 145.66
31.30 147.77
33.04 149.87
STOR RUNOFF WLOSS SLOPSP
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
VERTSP
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
LATSP TOTALC
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0011 .0011
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0010 .0010
.0009 .0009
.0009 .0009
.0009 .0005
.0009 .0005
.0009 .0005
.0009 .0005
.0009 .0005
.0009 .0005
.0009 .0005
.0008 .000E
.0008 .000E
.0008 .000E
.0008 .000E
.0008 .000E
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .00 .14 .00000E+00 15.93 33.42 150.66 .00 .000 .000 .000 .0000 .0008 .0008
2 .00 .00 .02 .00000E+00 15.96 33.44 151.15 .00 .000 .000 .000 .0000 .0008 .0008
3 .00 .00 .00 .00000E+00 15.96 33.40 151.58 .00 .000 .000 .000 .0000 .0008 .0008
4 .00 .00 .00 .00000E+00 15.96 33.37 151.97 .00 .000 .000 .000 .0000 .0008 .0008
5 .00 .00 .00 .00000E+00 15.96 33.33 152.34 .00 .000 .000 .000 .0000 .0008 .0008
6 2.36 2.36 .02 .00000E+00 13.62 26.18 145.58 .00 .000 .000 .000 .0000 .0008 .0008
7 .94 .94 .07 .00000E+00 12.75 23.52 143.29 .00 .000 .000 .000 .0000 .0009 .0009
8 .00 .00 .02 .00000E+00 12.77 23.54 143.61 .00 .000 .000 .000 .0000 .0009 .0009
9 .00 .00 .05 .00000E+00 12.82 23.66 143.93 .00 .000 .000 .000 .0000 .0009 .0009
10 .00 .00 .05 .00000E+00 12.87 23.78 144.26 .00 .000 .000 .000 .0000 .0009 .0009
11 .00 .00 .11 .00000E+00 12.99 24.10 144.78 .00 .000 .000 .000 .0000 .0009 .0009
12 .23 .23 .19 .00000E+00 12.95 23.95 144.83 .00 .000 .000 .000 .0000 .0009 .0009
13 .00 .00 .23 .00000E+00 13.18 24.63 145.70 .00 .000 .000 .000 .0000 .0008 .0008
14 .20 .20 .34 .00000E+00 13.31 25.01 146.26 .00 .000 .000 .000 .0000 .0009 .0009
15 4.88 4.88 .22 .00000E+00 8.66 10.87 132.32 .00 .000 .000 .000 .0000 .0009 .0009
16 .00 .00 .17 .00000E+00 8.83 11.35 132.99 .00 .000 .000 .000 .0000 .0009 .0009
17 .00 .00 .11 .00000E+00 8.94 11.67 133.50 .00 .000 .000 .000 .0000 .0009 .0009
18 .00 .00 .09 .00000E+00 9.03 11.92 133.94 .00 .000 .000 .000 .0000 .0009 .0009
19 .86 .86 .10 .00000E+00 8.28 9.59 131.80 .00 .000 .000 .000 .0000 .0009 .0009
20 .25 .25 .07 .00000E+00 8.09 9.00 131.40 .00 .000 .000 .000 .0000 .0009 .0009
21 .00 .00 .05 .00000E+00 8.14 9.12 131.72 .00 .000 .000 .000 .0000 .0009 .0009
22 .00 .00 .02 .00000E+00 8.16 9.17 131.94 .00 .000 .000 .000 .0000 .0009 .0009
23 .28 .28 .00 .00000E+00 7.89 8.30 131.27 .00 .000 .000 .000 .0000 .0009 .0009
24 .00 .00 .00 .00000E+00 7.89 8.29 131.44 .00 .000 .000 .000 .0000 .0009 .0009
25 .00 .00 .01 .00000E+00 7.90 8.29 131.63 .00 .000 .000 .000 .0000 .0009 .0009
26 .00 .00 .02 .00000E+00 7.93 8.34 131.85 .00 .000 .000 .000 .0000 .0009 .0009
27 .00 .00 O1 .00000E+00 7.94 8.33 132.03 .00 .000 .000 .000 .0000 .0009 .0009
28 1.27 1.27 .03 .00000E+00 6.70 4.55 128.43 .00 .000 .000 .000 .0000 .0009 .0009
29 .13 .13 .00 .00000E+00 6.57 4.14 128.20 .00 .000 .000 .000 .0000 .0010 .0010
30 .03 .03 .00 .00000E+00 6.55 4.04 128.28 .00 .000 .000 .000 .0000 .0010 .0010
31 .00 .00 .03 .00000E+00 6.58 4.12 128.53 .00 .000 .000 .000 .0000 .0010 .0010
1995 8
DAY RAIN INFIL ET DRAIN
1 .00 .00 .06 .00000E+00
2 .10 .10 .07 .00000E+00
3 .00 .00 .04 .00000E+00
4 .84 .84 .01 .00000E+00
5 .00 .00 .00 .00000E+00
6 .00 .00 .00 .00000E+00
7 .25 .25 .00 .00000E+00
8 .00 .00 .00 .00000E+00
9 .00 .00 .00 .00000E+00
10 .23 .23 .00 .00000E+00
11 .25 .25 .04 .00000E+00
12 .00 .00 .00 .00000E+00
13 .00 .00 .00 .00000E+00
14 .00 .00 .02 .00000E+00
15 2.92 2.92 .01 .00000E+00
16 3.43 2.32 .06 .27596E-03
17 .51 .04 .04 .13246E-02
18 1.19 .02 .02 .13246E-02
19 .00 .12 .11 .13246E-02
20 .00 .16 .16 .13246E 02
TVOL
6.64
6.61
6.65
5.83
5.83
5.83
5.58
5.58
5.58
5.35
5.15
5.15
5.15
5.17
2.26
.00
.00
.00
.00
.00
DDZ DTWT
4.28 128.85
4.17 128.91
4.25 129.17
1.74 126.81
1.71 126.95
1.69 127.10
.90 126.47
.88 126.61
.86 126.75
.16 126.21
.00 122.90
.00 122.94
.00 122.96
.04 123.19
.00 64.68
.00 .00
.00 .00
.00 .00
.00 .00
.00 .00
STOR RUNOFF WLOSS SLOPSP
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
.00 .000 .000 .000
1.11 .000 .000 .000
1.58 .000 .001 .000
2.00 .751 .752 .000
1.88 .000 .001 .000
1.72 .000 .001 .000
VERTSP
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
LATSP TOTALC
.0009 .0005
.0009 .0005
.0009 .0005
.0010 .001C
.0010 .001C
.0010 .001C
.0010 .001C
.0010 .001c
.0010 .001C
.0010 .001C
.0010 .001C
.0010 .001,
.0010 .001C
.0010 .0011
.0011 .0011
.0014 .0017
.0018 .0033
.0018 .0033
.0018 .0033
.0018 .0031

I

1

21 .00 .07 .06
22 .00 .04 .04
23 .00 .20 .20
24 .00 .06 .06
25 .00 .03 .03
26 .00 .17 .17
27 .08 .12 .12
28 1.68 .21 .21
29 .00 .26 .25
30 .00 .26 .25
31 .00 .25 .25
1
1995 9
DAY RAIN INFIL ET
1 1.02 .08 .08
2 .00 .05 .05
3 .41 .02 .01
4 .51 .01 .01
5 .10 .05 .05
6 .79 .12 .12
7 .00 .23 .23
8 1.98 .13 .13
9 .00 .02 .01
10 .00 .02 .01
11 .00 .08 .08
12 .00 .13 .12
13 .00 .13 .13
14 .00 .19 .19
15 .00 .18 .18
16 .00 .22 .22
17 .00 .27 .27
18 .00 .11 .11
19 .00 .09 .O8
20 .00 .15 .14
21 1.52 .17 .17
22 .00 .28 .27
23 .00 .16 .16
24 .00 .12 .12
25 .00 .10 .10
26 .00 .12 .12
27 .00 .16 .16
28 .00 .14 .14
29 .00 .10 .10
30 .00 .15 .15
1
1995 10
DAY RAIN INFIL ET
1 .00 .09 .08
2 .00 .08 .08
3 .00 .06 .05
4 .00 .18 .18
5 .00 .01 .15
6 .00 .00 .10
7 .00 .00 .10
8 .00 .00 .23
9 .00 .00 .28
10 .00 .00 .21
11 .00 .00 .15
12 .05 .05 .19
13 2.90 1.57 .20
14 .00 .12 .11
15 .00 .12 .11
16 .00 .16 .16
17 .00 .23 .22
18 .00 .21 .21
19 .00 .30 .29
20 .00 .20 .34
21 .00 .00 .31
22 .00 .00 .27
23 .00 .00 .25
24 .41 .41 .11
25 .10 .10 .03
26 .00 .00 .12
27 .00 .00 .15
28 .00 .00 .22
29 .00 .00 .17
30 .00 .00 .24
31 .00 .00 .24
1
1995 11
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
DRAIN
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
DRAIN
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.97931E-03
.40229E-03
.10887E-03
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.30892E-03
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.10553E-02
.26913E-03
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00000E+00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
TVOL
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
TVOL
.00
.00
.00
.00
.14
.23
.34
.57
.86
1.07
1.22
1.36
.00
.00
.00
.00
.00
.00
.00
.15
.46
.74
.99
.70
.63
.75
.90
1.12
1.29
1.53
1.77
.00 .00 1.65 .000
.00 .00 1.61 .000
.00 .00 1.41 .000
.00 .00 1.35 .000
.00 .00 1.32 .000
.00 .00 1.15 .000
.00 .00 1.11 .000
.00 .00 2.00 .571
.00 .00 1.74 .000
.00 .00 1.49 .000
.00 .00 1.23 .000
DDZ DTWT STOR RUNOFF
.00 .00 2.00 .167
.00 .00 1.95 .000
.00 .00 2.00 .342
.00 .00 2.00 .496
.00 .00 2.00 .052
.00 .00 2.00 .668
.00 .00 1.77 .000
.00 .00 2.00 1.619
.00 .00 1.98 .000
.00 .00 1.97 .000
.00 .00 1.89 .000
.00 .00 1.76 .000
.00 .00 1.63 .000
.00 .00 1.44 .000
.00 .00 1.26 .000
.00 .00 1.04 .000
.00 .00 .76 .000
.00 .00 .65 .000
.00 .00 .56 .000
.00 .00 .41 .000
.00 .00 1.76 .000
.00 .00 1.49 .000
.00 .00 1.33 .000
.00 .00 1.21 .000
.00 .00 1.10 .000
.00 .00 .98 .000
.00 .00 .82 .000
.00 .00 .67 .000
.00 .00 .57 .000
.00 .00 .42 .000
DDZ DTWT STOR RUNOFF
.00 .00 .33 .000
.00 .00 .25 .000
.00 .00 .20 .000
.00 .00 .01 .000
.00 6.86 .00 .000
.00 11.73 .00 .000
.00 16.98 .00 .000
.00 26.92 .00 .000
.00 35.98 .00 .000
.00 41.15 .00 .000
.00 43.68 .00 .000
.00 46.04 .00 .000
.00 .00 1.33 .000
.00 .00 1.21 .000
.00 .00 1.10 .000
.00 .00 .93 .000
.00 .00 .71 .000
.00 .00 .50 .000
.00 .00 .20 .000
.00 7.43 .00 .000
.00 22.45 .00 .000
.00 32.45 .00 .000
.00 39.76 .00 .000
.00 31.28 .00 .000
.00 29.01 .00 .000
.00 32.92 .00 .000
.00 37.18 .00 .000
.00 41.99 .00 .000
.00 44.77 .00 .000
.00 48.85 .00 .000
.00 54.36 .00 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.572 .000
.001 .000
.001 .000
.001 .000
WLOSS SLOPSP
.168 .000
.001 .000
.343 .000
.497 .000
.054 .000
.669 .000
.001 .000
1.621 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
WLOSS SLOPSP
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.001 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.000 .000
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
VERTSP LATSP TOTALQ
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
VERTSP LATSP TOTALQ
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0017 .0027
.0000 .0017 .0021
.0000 .0017 .0018
.0000 .0016 .0016
.0000 .0016 .0016
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0015 .0018
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0018 .0031
.0000 .0017 .0028
.0000 .0017 .0015
.0000 .0016 .0016
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0016 .001E
.0000 .0016 .001E
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0015 .0015
.0000 .0014 .0014
DAY RAIN INFIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .05 .05 .15 .00000E+00 1.88 .00 56.97 .00 .000 .000 .000 .0000 .0014 .0014
2 2.34 1.97 .09 .23185E-03 .00 .00 .00 .36 .000 .000 .000 .0000 .0015 .0017
3 .00 .11 .11 .13246E-02 .00 .00 .00 .25 .000 .001 .000 .0000 .0018 .0031
4 .00 .15 .15 .13246E-02 .00 .00 .00 .10 .000 .001 .000 .0000 .0018 .0031
5 .00 .10 .18 .11662E-02 .08 .00 4.02 .00 .000 .001 .000 .0000 .0018 .0029
6 .00 .00 .16 .52925E-03 .24 .00 12.07 .00 .000 .001 .000 .0000 .0017 .0022
7 .00 .00 .15 .98389E-04 .40 .00 19.86 .00 .000 .000 .000 .0000 .0017 .0018
8 .00 .00 .15 .00000E+00 .54 .00 25.76 .00 .000 .000 .000 .0000 .0016 .0016

9 .00 .00 .18
10 .91 .91 .20
11 .00 .00 .30
12 .10 .10 .18
13 .10 .10 .16
14 1.45 .66 .21
15 .00 .27 .27
16 .00 .25 .24
17 .00 .27 .29
18 .00 .00 .31
19 1.65 .53 .20
20 .00 .18 .18
21 .00 .19 .19
22 .00 .21 .21
23 .00 .23 .22
24 .00 .26 .26
25 .00 .04 .27
26 .00 .00 .29
27 1.30 .67 .14
28 1.98 .13 .13
29 .00 .29 .28
30 .00 .29 .28
1
1995 12
.00000E+00
.21320E-03
.62038E-03
.35236E-05
.00000E+00
.33256E-03
.13246E-02
.13246E-02
.12918E-02
.59533E-03
.35830E-03
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.13246E-02
.81547E-03
.11178E-03
.32896E-03
.13246E-02
.13246E-02
.13246E-02
.73
.02
.31
.39
.45
.00
.00
.00
.02
.33
.00
.00
.00
.00
.00
.00
.23
.52
.00
.00
.00
.00
.00 32.28 .00
.00 .77 .00
.00 15.69 .00
.00 19.49 .00
.00 21.98 .00
.00 .00 .79
.00 .00 .51
.00 .00 .27
.00 1.09 .00
.00 16.56 .00
.00 .00 1.12
.00 .00 .94
.00 .00 .75
.00 .00 .53
.00 .00 .31
.00 .00 .04
.00 11.64 .00
.00 24.99 .00
.00 .00 .63
.00 .00 2.00
.00 .00 1.71
.00 .00 1.43
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.476
.000
.000
.000
.000
.001
.000
.000
.000
.001
.001
.001
.001
.000
.001
.001
.001
.001
.001
.001
.000
.000
.477
.001
.001
.000 .0000 .0016 .0016
.000 .0000 .0016 .0018
.000 .0000 .0017 .0023
.000 .0000 .0016 .0017
.000 .0000 .0016 .001E
.000 .0000 .0016 .002C
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0018 .003C
.000 .0000 .0017 .0023
.000 .0000 .0017 .002(
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0017 .002'-
.000 .0000 .0016 .001E
.000 .0000 .0016 .002(
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
.000 .0000 .0018 .0033
DAY RAIN INPIL ET DRAIN TVOL DDZ DTWT STOR RUNOFF WLOSS SLOPSP VERTSP LATSP TOTALQ
1 .00 .17 .16 .13246E-02 .00 .00 .00 1.26 .000 .001 .000 .0000 .0018 _0031
2 .00 .10 .10 .13246E-02 .00 .00 .00 1.16 .000 .001 .000 .0000 .0018 .0031
3 1.93 .08 .08 .13246E-02 .00 .00 .00 2.00 1.008 1.009 .000 .0000 .0018 .0031
4 .00 .13 .13 .13246E-02 .00 .00 .00 1.87 .000 .001 .000 .0000 .0018 .0031
5 .15 .13 .13 .13246E-02 .00 .00 .00 1.89 .000 .001 .000 .0000 .0018 .0031
6 .58 .12 .12 .13246E-02 .00 .00 .00 2.00 .349 .351 .000 .0000 .0018 .0031
7 .00 .14 .14 .13246E-02 .00 .00 .00 1.86 .000 .001 .000 .0000 .0018 .0031
8 .00 .13 .13 .13246E-02 .00 .00 .00 1.73 .000 .001 .000 .0000 .0018 .0031
9 1.70 .14 .14 .13246E-02 .00 .00 .00 2.00 1.290 1.291 .000 .0000 .0018 .0031
10 .00 .22 .21 .13246E-02 .00 .00 .00 1.78 .000 .001 .000 .0000 .0018 .0031
11 .00 .27 .26 .13246E-02 .00 .00 .00 1.52 .000 .001 .000 .0000 .0018 .0031
12 .00 .19 .19 .13246E-02 .00 .00 .00 1.32 .000 .001 .000 .0000 .0018 .0031
13 .00 .18 .17 .13246E-02 .00 .00 .00 1.15 .000 .001 .000 .0000 .0018 .0031
14 .00 .23 .23 .13246E-02 .00 .00 .00 .92 .000 .001 .000 .0000 .0018 .0031
15 .00 .25 .24 .13246E-02 .00 .00 .00 .67 .000 .001 .000 .0000 .0018 .0031
16 .00 .22 .22 .13246E-02 .00 .00 .00 .45 .000 .001 .000 .0000 .0018 .0031
17 .00 .26 .26 .13246E-02 .00 .00 .00 .19 .000 .001 .000 .0000 .0018 .0031
18 .00 .19 .28 .11575E-02 .09 .00 4.70 .00 .000 .001 .000 .0000 .0017 .0029
19 .00 .00 .22 .40413E-03 .31 .00 15.59 .00 .000 1001 .000 .0000 .0017 .0021
20 .00 .00 .16 .83238E-05 .48 .00 23.07 .00 .000 .000 .000 .0000 .0016 .0017
21 .00 .00 .17 .00000E+00 .65 .00 29.71 .00 .000 .000 .000 .0000 .0016 .0016
22 .00 .00 .19 .00000E+00 .84 .00 35.55 .00 .000 .000 .000 .0000 .0016 .0016
23 .00 .00 .21 .00000E+00 1.05 .00 40.87 .00 .000 .000 .000 .0000 .0015 .0015
24 .00 .00 .24 .00000E+00 1.29 .00 44.88 .00 .000 .000 .000 .0000 .0015 .0015
25 .00 .00 .25 .00000E+00 1.55 .00 49.14 .00 .000 .000 .000 .0000 .0015 .0015
26 .00 .00 .27 .00000E+00 1.82 .00 55.46 .00 .000 .000 .000 .0000 .0014 .0014
27 .00 .00 .16 .00000E+00 1.98 .00 59.48 .00 .000 .000 .000 .0000 .0014 .0014
28 .00 .00 .14 .00000E+00 2.12 .00 62.26 .00 .000 .000 .000 .0000 .0014 .0014
29 .00 .00 .26 .00000E+00 2.39 .14 66.39 .00 .000 .000 .000 .0000 .0013 .0013
30 .00 .00 .26 .00000E+00 2.66 .36 70.10 .00 .000 .000 .000 .0000 .0013 .0013
31 .00 .00 .19 .00000E+00 2.85 .41 73.32 .00 .000 .000 .000 .0000 .0013 .0013
I

APPENDIX F
HEC-RAS ANALYSIS

Main Channel
R.S. Storm Discharge Proposed WSEL Existing WSEL Backwater
0+00 Bkfl. 66.4 209.04 209.78 -0.74
10 485 210.73 210.75 -0.02
25 555 210.86 210.86 0
50 630 210.99 210.97 0.02
100 700 211.12 211.06 0.06
2+60 Bkfl. 66.4 209.98 210.3 -0.32
10 485 211.67 211.52 0.15
25 555 211.8 211.65 0.15
50 630 21193 211.77 0.16
100 700 212.05 211.87 0.18
R.S. store discharge proposed WSEL Existing WSEL Backwater
6+30 Bkfl. 66.4 211.4 211.49 -0.09
10 485 213.06 212.69 0.37
25 555 213.14 212.82 0.32
50 630 213.22 212.94 0.28
100 700 213.29 213.05 0.24
7+80 Bkfl. 66.4 211.98 213.52 -1.54
10 485 213.64 214.32 -0.68
25 555 213.75 214.4 -0.65
50 630 213.85 214.48 -0.63
100 700 213.93 214.54 -0.61
South-Central Channel
RS. Storm Discharge Proposed WSEL Existing WSEL Backwater
9+07 Bkfl. 48 214.01 214.64 -0.63
10 325 215.64 215.69 -0.05
25 370 215.7 215.78 -0.08
50 420 215.76 215.88 -0.12
100 465 215.81 215.96 -0.15
PL S. storm discharge roosed WSEL Existing WSEL Backwater
9+70 Bkfl. 48 214.47 214.78 -0.31
10 325 215.85 215.81 0.04
25 370 215.93 215.9 0.03
50 420 216.01 215.99 0.02
100 465 216.08 216.07 0.01
South Trill. Channel
R.S. Storm Discharge Proposed WSEL Existing WSEL Backwater
10+71 Bkfl. 22.9 2152 216.41 -1.21
10 128 21632 216.94 -0.62
25 145 216.41 217 -0.59
50 165 216.49 217.05 -0.56
100 185 216.57 217.1 -0.53
12+91 Bkfl. 22.9 216.35 217.41 -1.06
10 128 217.09 218.28 -1.19
25 IT 217.16 218.35 -1.19
50 165 217.24 218.43 -1.19
100 185 21732 218.52 -1.2
PL S. storm discharge rosed WSEL Existing WSEL Backwater
15+26 Bkfl. 22.9 220.45 219.44 1.01
10 128 221.57 220.67 0.9
25 145 221.65 220.79 0.86
50 165 221.73 220.91 0.82
100 185 221.81 221.01 0.8
18+10 Bkfl. 22.9 226.2 226.86 -0.66
10 128 227.33 227.28 0.05
25,Z 1 145 227.4 227.32 0.08
50 165 227.47 - 227.36 0.11
100 185 227.51 227.4 0.11
Central Trib. Channel
R.S. Storm Discharge Proposed WSEL Existing WSEL Backwater
0+95 Bkfl. 34.9 215.14 216.82 -1.68
10 225 21632 217.13 -0.81
25 260 216.4 217.18 -0.78
50 290 216.49 217.22 -0.73
100 325 21656 217.26 -0.7
2+70 Bkfl. 34.9 216.75 218.35 -1.6
10 225 218.1 219.24 -1.14
25 260 218.14 219.33 -1.19
50 290 218.19 219.4 -1.21
100 325 218.23 219.48 -1.25
P- S. storm discharge proposed WSEL Existing WSEL Backwater
5+08 Bkfl. 34.9 221.23 224.43 -3.2
10 225 222.71 224.9 -2.19
25 260 222.8 224.96 -2.16
50 290 2219 225.01 -2.11
100 325 222.97 225.05 -2.08
North Trib. Channel
R.S. Storm Discharge Proposed WSEL Existing WSEL Backwater
1+20 Bkfl. 26.8 213.14 215.19 -2.05
10 145 214.44 215.87 -1.43
25 165 214.48 215.96 -1.48
50 190 214.53 216.05 -1.52
100 210 214.56 216.13 -1.57
3+50 Bkfl. 26.8 216.03 216.74 .0.71
10 145 216.95 217.03 -0.08
25 165 217.01 217.06 -0.05
50 y, 1 190 217.05 217.12 -0.07
100 210 217.09 217.14 -0.05
R.S. storm discharge Proposed WSEL Existing WSEL Backwater
5+05 Bktl. 26.8 218.34 218.51 -0.17
10 145 219.54 219.39 0.15
25 165 219.61 219.43 0.18
50 190 219.69 219.49 0.2
100 210 219.73 219.53 0.2
Note: The pond water surface was recorded at an elevation of 219.95 ft.
Backwater effects calculated below the pond elevation are to be neglected.

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---- --------
- - - - - - - - - - - -

7

HEC-RAS Plan: exis6rw
Rber Reach River Sra t1 Tuta Min Ch E9

-
- W.S, Elev CrB W S E G FJev - E.G. Slope IC xU .. Flow Area WidBt
_2p a
Froude §
?_.

Crxttral Tnb C
_
Central Tab.
W5 (cfs)
34.90 lft
215.50 (Ft)
216.82 (fl)
216.82 8
216.89 (PA)
0.008188 fu
- 3.36 (s ft
24.82 (ft)
125.03
0.61
frb
Cenha _
Cenhai Trib 095 225.00 215.50 217.13 217.13 217.36 0.020057 6.38 64.29 125.09 1.00
Central Tnb. C:eMtel Trib. _ 095 260.00 215.50 217.18 217.18 217.43 0.020029 6.54 70.42 125.10 1.01
Central Trill. _j Cermal Tnb _ _ 095_. ,_ 290.00 215.50 217.22 21722 217.49 0.020144 6.69 75.24 125.11 1.02
Central Trib Central Tnb. _
095 ,_._.,._ _.. 325.00 215.50 217.26 217.26 217.55 0.020498 6.88 80.33 125.11 1.03

Central Tnb ' Central Tnb _
? 270 34.90 217.00 218.35 218.47 0.009856 3.77 15.91 44.45 0.67
Cenbal Tnb Central Trib. 2711
- 225.00 217.00 219.24 218.97 219.43 0.007746 5.15 69.63 78.79 0.66
Ge_ntral Tnb
_ Gentr2l TrIb. _ 270_ 260.00 217.00 219.33 219.05 219.54 0.008002 5.40 76.81 83.00 0.68
Central fllb?
C 'eft al Tnb 4 Gentroi Trib.
f? Trib 270
270 290.00
325.00 217.00
217.00 219.40
219.48 219.13
219.20 219.62
219.72 0.008165
0.008270 5.59
5.77 82.87
90.00 86.40
90.23 0.69
0.70
GentralTrfb 4 entralTdb.?.J 34.90 223.00 224.43 224.43 224.55 0.007768 3.68 19.65 73.55 0.60
Central Trib. Certtrat Trib. 508 _ 225.00 223.00 224.90 224.90 225.16 0.016244 6.66 62.95 104.86 0.91
C:crt d Tribes I Central Trib.
._._ 508 260.00 223,00 224.96 224.95 225.24 0.016525 6.88 69.37 107.87 0.93
Central Tnb Cer>trd Trib 508 290.00 223.00 225.01 225.01 225.30 0.016732 7.05 74.62 110.18 0.94
Centre F & Ce tral Tnb 508 325.00 223.00 225.05 225.05 225.37 0.017192 7.27 79.90 111.69 0.95
??
Sbutl1 Trib South Tt(b
__-_ 1017 22.90 215.00 216.41 216.41 216.55 0.008513 3.64 10.72 36.27 0.63
South Trib 7 ,
5ou1h trlh"'- 1071 128.00 215.00 216.94 216.94 217.19 0.013573 6.06 39.42 71.08 0.85
South hlb.
? South Trib. _
1077
-- 145.00 215.00 217.00 217.00 21725 0.013300 6.16 43.90 74.95 0.85
_SwN Tnb
- : Sotkb Trib. 1071
- 165.00 215.00 217.05 217.05 217.31 0.013163 8.26 48.10 75.32 0.85
!
South Tnb. So, ih T & 1074 185.00 215.00 217.10 217.10 217.37 0.013598 6.48 51.36 75.54 0.87

South Tnb SoumTrib.
- 1291 __ 22.90 215.80 217,41 217.45 0.002341 2.15 17.78 37.34 0.34
South Trib _
?Po Trib South Tnb.
SOtttlt Tnb .._.
-? 1291 _
1291 128.00
145.00 215.80
215.80 218.28
218.35 218.36
218.44 0.002755
0.002853 3.33
3.47 61.92
66.71 61.54
62.81 0.40
0.41
ScH An Tdb _ South Tnb 1291 _ 165.00 215.80 218.43 218.53 0.002971 3.63 71.94 64.17 0.43
SotdhT6b. r Souhl Tnb. 1291 185.00 215.80 218.52 218.62 0.003032 3.75 77.35 65.55 0.43
-
Swth Tnb South Tnb 1526 22.90 218.00 219.44 219.44 219.79 0.014830 4.91 5.44 9.31 0.84
South Tnb ? Souih Trib 1526 128.00 218.00 220.67 220.67 221.22 0.012082 7.39 25.94 24.05 0.86
l South Ttib .,.. , South Tnb_
? _ 1526 145.00 218.00 220.79 220.79 221.35 0.011879 7.58 28.92 25.50 0.86
SOUtn Tnb
Sou81TtPo. South Tnb.
South Trib.,_.. 1526
1526...?,? 165.00
185.00 218.00
218,00 220.91
221.01 220.91
221.01 221.49
221.63 0.011936
0.012150 7.85
8.14 32.05
34.91 26.93
28.21 0.87
0.88

Sotr8lTnb SotAhTnb
-. 1810 22.90 225.50 226.86 226.86 226.99 0.008460 3.53 12.08 48.51 0.63
5oU81 Tnb Sou9t Trib 1810 128.00 225.50 227.28 227.28 227.52 0.014564 5.86 38.77 68.79 0.87
South Trib
_ _
South Tnb 1810 145.00 225.50 227.32 227.32 227.58 0.015318 6.12 41.46 69.31 0.90
South Tnb. South Tnb 1810 _ 165.00 225.50 227.36 227.36 227.64 0.016714 6.50 43.92 69.78 0.94
South Tnb _ South Trill. _ 1610 185.00 225.50 227.40 227.40 227.71 0.017430 6.76 46.75 70.32 0.96
Main dtannel ? , Maln dtaratel 000 56.40 208.00 209.78 209.59 209.82 0.003507 2.87 48.64 114.94 0.43
Mein ciu?mel -Y?

Main channel _ Meinthanne

I Marl channel
ODD
000 J
485.00
555.00
206.00
208.00
210,75
210.86
210.25
210.31
210.85
210.97
0.003504
0.003501
4.07
4.19
196.98
215.53
170.39
173.76
0.47
0.47
Main dlanllel Main ehat wl , 00_0_ 630.00 208.00 210.97 210.37 211.08 0.003502 4.31 234.52 177.13 0.47
Main Ctmrulel? Main d annel _ _
_ 700.00 208.00 211.06 210.43 211.19 0.003506 4.42 251.57 180.11 0.48

Math chamiel Maul dta lnel 280 66
40 208
20 210
30 209
86 210
32 0
001204 1
84 74
63 96
55 0
25
Main chanl* Main channel ' 260 .
485.00 .
208.20 .
211.52 . .
211.61 .
0.002436 .
3.77 .
219.85 .
172.43 .
0.39
Main clwnel
-- +I Main dlannei 260 555.00 208.20 211.65 211.74 0.002518 3.94 241.70 183.12 0.40
'Main Ctlarutel
-
- IMaindr8rmei 260 630.00 208.20 211.77 211.86 0.002584 4.10 264.59 193.69 0.41
M81n dtarmel _?11 t
1
Maan ChenrYel. 280 700.00 208.20 211.87 211.98 0.002630 4.23 285.58 202.90 0.41

' I
Mehl Charnel
Mamdlaralel Maindyffvle1
ndrarmeL
frAa 630
630.. 66.40
485.00 210.00
210.00 211.49
212.69 211.49 211.64
212.82 0.013057
0.004520 4.74
4.55 27.04
175.92 76.37
156.34 0.79
0.53
Man Channel _
Mam oh3rtnW - _ -
630 555.00 210.00 212.82 212.95 0.004345 4.62 196.07 162.02 0.52
Main dtarulel Metndwald 630 630.00 210.00 212.94 213.08 0.004221 4.70 216.57 167.59 0.52
Main channel Meindtannel 830 V.
_ 700.00 210.00 213.05 213.19 0.004141 4.79 234.86 172.42 0.52
ry
Main dww*
- Main channel 780.
?-_ 66.40 212.00 213.52 213.72 0.014629 5.12 24.38 66.64 0.84
Main channel (Main channel -? 780 485
00 212
00 214
32 214
32 71
214 0.017554 7
99 105
65 124
65 1
01
Mairtdtannel tMam Cttavmel 780 - .
555.00 .
212.00 .
214.40 .
214.40 .
214.82 0.017742 .
8.25 .
115.60 .
127.60 .
1.02
Matn:channel Main channel' 780
- 630.00 212.00 214.48 214.48 214.93 0.018164 8.55 125.21 130.40 1.04
Main Channel Main aharmet 780. 700.00 212.00 214.54 214.54 215.02 0.018792 8.86 133.14 132.66 1.06

Main dtarxlel?
-' Saltl1-central _
- 907' _. 48.00 212.85 214.64 214.55 214.77 0.006624 3.96 21.41 43.96 0.59
Main dtatulel. sot central _
907 325.00 212.85 215.69 215.46 215.85 0.006104 5.51 118.09 139.53 0.62
Main charm) _ So.llt.-c al 907 370.00 212.85 215.78 215.54 215.94 0.005898 5.55 131.81 145.40 0.61
Main dtar w South off cal 907 420.00 212.85 215.88 215.59 216.04 0.005683 5.59 146.08 149.64 0.60
_Main:dwnel South-central 907 465.00 212.85 215.96 215.65 216.13 0.005413 5.56 158.36 150.22 0.59
_
f Main Souftvicentral 927 48.00 213.00 214.78 214.92 0.007019 4.05 20.86 43.34 0.60
Mai_n
r South-central 927 325.00 213.00 215.81 215.96 0.006566 5.66 115.18 138.68 0.64
Main -
L South-central 927 370.00 213.00 215.90 216.07 0.006395 5.73 128.19 144.23 0.64
Maln ftn el _
SoUth,central 927 420.00 213.00 215.99 216.17 0.006287 5.82 141.69 149.78 0.63
Maindiannei South,-mtral 927 465.00 213.00 216.07 216.24 0.006070 5.83 153.15 150.81 0.63

i North Trill. North Trib. 120 26.80 214.00 215.19 215.18 21527 0.009505 3.28 17.42 84.39 0.64

LJCC_DAC Di?n• cvic4inn /Cnn4inunrll

7

E

7
River Reach . Rive' Sta C Total
ds) MIn Ch El Elev
-ft (tt) Ctri W:S-
R E.G. Elev
ft E.G. Slope
fRHt Vef At
(fU8} _ Flow Area
(sq ft) To?1 WMth
ft Fronde E Ctd
_
North Tnn _
NontrTtlD 120 ?-
- ? 145.00 214.00 215.87 215.92 0.002877 2.71 86.66 118.69 0.39
North Trib
NOO Trib. T' North Tdb
hicilli Tnb. _
120 185.00
190.00 214.00
214.00 215.96
216.05 216.01
216.10 0.002656
0.002538 2.71
2.75 97.67
108.86 123.17
125.66 0.38
0.37
North TM Nortlt Tnb _ 120 210.00 214.00 216.13 216.18 0.002334 2.72 119.16 126.49 0.36

North T fit) North Tdb. . 350 26.80 215.50 216.74 216.77 0.004781 2.42 22.58 88.17 0.46
North Tnb. Worth Trio 350 145.00 215.50 217.03 216.96 217.19 0.013373 4.92 49.60 95.68 0.81
? North 7rib, i North Tdb 350 165.00 215.50 217.06 217.00 217.24 0.014276 5.18 52.81 96.35 0.84
North Tnb NOM Tnb 350 190.00 215.50 217.12 217.05 217.31 0.014266 5.33 57.88 97.41 0.84
--
PFtlrih TYBr 1
- _
North Tdb ,
350__ _
210.00
215.50
217.14
217.09
217.36
0.015501
5.62
60.12
97.87
0.88
? _
North Trlib ~
North Trib th Trib .
Tttb 505
505 26.80
145.00 217.00
217.00 218.51
219.39 218.51
219.39 218.75
219.65 0.011132
0.009605 4.43
6.05 8.82
47.10 20.90
74.05 0.73
0.75
Nash Trfb
1+Mrtli TNb
h Trib ?
t 605
505 185.00
190.00 217.00
217.00 219.43
219.49 219.43
219.49 219.72
219.79 0.010899
0.011025
6.69 49.38
54.32 74.34
74.97 0.80
0.81
Borth Trib- I No* Tdb _
505 210.00 217.00 219.53 219.53 219.85 0.011386 6.89 57.58 75.38 0.83

1
1
1
1
1
1

NEC-RAS version 3.0.1 Mar 2001
U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street, Suite D
Davis, California 95616-4687
[phone]
X X XX XXxx XXXX X)= xX XXXX
X X X X X X X X X X
X X X X X X X X X
XxxxXXx XX XX X XXX XXXX XXXXXX XXXX
X X X X X x x x x
x X X x x X X x x x
X X XX XXXX XXXX X X X X Xxxxx
PROTECT DATA
Project Title: Marks Creek, Proposed design
Project File : m creek?rop.prj
Run Date and Time: 9/27/01 5:58:49 PM
Project in English units
PLAN DATA
Plan Title: existing condition
Plan File : 9:\71000138\Hydro\hecras\m creek_prop.p01
Geometry Title: existing layout
Geometry File g:\71000138\Hydro\hecras\m_creek_prop.903
Flow Title proposed discharge
Flow File g:\71000138\Hydro\hecras\m creek_prop.f01
Plan Summary Information:
Number of: Cross Sections 16 Mulitple Openings = 0
Culverts = 0 Inline Weirs = 0
Bridges 0
Computational Information
water surface calculation tolerance - 0.01
Critical depth calculaton tolerance = 0.01
Maximum number of interations = 20
Maximum difference tolerance = 0.3
Flow tolerance factor = 0.001
Computation Options
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
FLOW DATA
Flow Title: proposed discharge
Flow File : 9:\71000138\Hydro\hecras\m creek_prop.f01
Flow Data (cfs)
River Reach RS bankfull 10 yr
Central Trib. Central Trib. 508 34.9 225
South Trib. South Trib. 1810 22.9 128
Main channel South-central 927 48 325
Main channel main channel 780 66.4 485
North Trib. North Trib. 505 26.8 145
Boundary Conditions
River Reach Profile Upstream
Central Trib. Central Trib. bankfull Critical
Main channel main channel bankfull
North Trib. North Trib. bankfull Critical
GEOMETRY DATA
Geometry Title: existing layout
Geometry File : g:\71000138\Hydro\hecras\m_creek_prop.g03
Reach Connection Table
River Reach Upstream Boundary Downstream Boundary
Central Trib. Central Trib. 981
South Trib. South Trib. 981
Main channel South-central 981 803
Main channel Main channel 803
North Trib. North Trib. 803
JUNCTION INFORMATION
25 yr 50 yr 100 yr
260 290 325
145 165 185
370 420 465
555 630 700
165 190 210
Downstream
Normal S = .0035

I

1

1

Name: 803
Description: North Trib. and South-Central confluence
Energy computation method
Length across Junction Tributary
River Reach River Reach Length Angle
Main channel South-central to Main channel Main channel 104
North Trib. North Trib. to Main channel Main channel 120
Name: 981
Description: South Trib. and Central Trib. Confluence
Energy computation Method
Length across Junction Tributary
River Reach River Reach Length Angle
Central Trib. Central Trib. to Main channel South-central 95
South Trib. South Trib. to Main channel South-central 90 0
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RS: 500
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
900 229.18 901.02 225.97 925 225 940 224.5 998 224
999 223 1000 223 1001 223 1002 224 1025 224.5
1035 225 1070 230
Manning's n values num= 3
Sta n Val Sta n Val Sta n Val
900 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 238 238 238 .1 .3
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RE: 270
INPUT
Description:
Station Elevation Data num. 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
900 225 945 220 970 218 998 218 999.5 217
1000 217 1000.5 217 1002 218 1025 219 1060 220
1110 225
Manning's n Values num= 3
St, a Val Sta n Val Sta n Val
900 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 175 175 175 .1 .3
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RS: 095
INPUT
Description:
Station Elevation Data num. 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
884.78 221.68 885 216.8 998 216.5 999.5 215.5 1000 215.5
1000.5 215.5 1002 216.5 1010 216.6 1010.76 222.06
Manning's n Values num= 3
Sta n Val Sta a Val Sta n Val
884.78 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 0 0 0 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1810
INPUT
Description:
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
955 230 975 227 998 226.5 999.5 225.5 1000 225.5
1000.5 225.5 1002 226.5 1040 227 1060 230
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
955 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 284 284 284 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1526
INPUT
Description:
Station Elevation Data num= 8
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
990 221 998 219 999.5 218 1000 218 1000.5 218
1002 219 1018 221 1032 222
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
990 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.

I

7
998 1002 235 235 235 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1291
INPUT
Description:
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
970 220 988 218 998 216.8 999.5 215.8 1000 215.8
1000.5 215.8 1002 216.8 1020 217 1045 218 1060 220
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
970 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 220 220 220 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1071
INPUT
Description:
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
989.56 221.68 990 216.5 998 216 999.5 215 1000 215
1000.5 215 1002 216 1065 217 1080 220
Manning-a n Values num. 3
Sta n Val Sta n Val Sta n Val
989.56 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 0 0 0 .1 .3
CROSS SECTION RIVER: Main channel
REACH: South-central RS: 927
INPUT
Description:
Station EleVat i0a Data num= 11
Sta Elev Is Elev Sta Elev Sta Elev Sta Elev
938.36 219.29 940 215 980 215.5 998 214 999.5 213
1000 213 1000.5 213 1002 214 1060 215.5 1090 216
1108.48 219.06
Manning's n values num= 3
Sta n Val Sta n Val Sta n Val
938.36 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 20 20 20 .1 .3
CROSS SECTION RIVER: Main channel
REACH: South-central RS: 907
INPUT
Description:
Station Elevation Data num= 11
St. Elev Sta Elev Sta Elev Sta Elev Sta Elev
936.12 220.34 941.52 214.89 980 215.35 998 213.85 999.5 212.85
1000 212.85 1000.5 212.85 1002 213.85 1060 215.35 1090 215.85
1120 220.85
Manning's n Values num. 3
Sta n Val Sta n Val Sta n Val
936.12 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 3,002 0 0 0 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main Channel RS: 780
INPUT
Description:
Station Elevation Data num. 10
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
855 216 880 215 910 214 998 213 999.5 212
1000 212 1000.5 212 1002 213 1015 213 1030 215
Manning's n Values num. 3
Sta n Val Sta n Val Sta n Val
855 .04 996 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 150 150 150 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 630
INPUT
Description:
Station Elevation Data num= 11
S t a Elev Sta Elev Sta Elev Sta Elev Sta Elev
830 216 850 215 923 212 998 211 999.5 210
1000 210 1000.5 210 1002 211 1030 211.1 1110 215
1145 217
Manning's n values num= 3
Sta n Val Sta n Val Sta n Val
830 .04 998 .035 1002 .04

I
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 370 370 370 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 260
INPUT
Description:
Station Elevation Data num. 11
Sta Elev Eta Elev Sta Elev Sta Elev Sta Elev
785 215 860 212 930 211 970 209.5 998 209.2
999.5 208.2 1000 208.2 1000.5 208.2 1002 209.5 1040 210
1125 215
Manning's n Values num= 3
Eta n Val Sta n Val Eta U Val
785 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 260 260 260 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 000
INPUT
Description: Cross-section at dam
' Station Elevation Data num. 9
Sta Elev Sta Blev Sta Elev Sta Elev Sta Elev
790 215 905 210 998 209 999.5 208 1000 208
1000.5 208 1002 209 1052 210 1093 215
- Manning's n Values
Sta n Val Sta num=
n Val 3
Sta
n Val
' 790 .04 998 .035 1002 .04
Bank Sta: Left Right Coeff Contr. Expan .
998 1002 .1 .3
CROSS SECTION RIVER: Nort h Trib.
L REACH: North Trib. RS: 505
INPUT
Description:
Station Elevation Data num= 12
Eta Elev Sta Elev Sta Elev Sta Elev Sta Elev
975 225 998 218 999.5 217 1000 217 1000.5 217
1002 218 1027.5 218.85 1038 219.2 1050 219.2 1065 219
1090 223 1110 225
Manning's n Values nu= 3
Sta n Val Sta n Val Sta a Val
975 .04 998 .035 1002 .04
' Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 155 155 155 .1 .3
CROSS SECTION RIVER: Nort h Trib.
REACH: North Trib. RS: 3,50
' INPUT
Description:
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev Std Elev Sta Elev
955 220 965 218 985 217 998 216.5 999.5 215.5
1000 215.5 1000.5 215.5 1002 216.5 1080 216.5 1080.71 220.85
Mannisg's n values num= 3
Sta n Val Sta n Val Sta n Val
955 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expaa.
' 998 1002 230 230 230 .1 .3
CROSS SECTION RIVER: Nort h Trib.
REACH: North Trib. RS: 120
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
895 220 905 217 915 216 965 215 998 215
999.5 214 1000 214 1000.5 214 1002 215 1040 215
1040.75 219.81
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
895 .04 998 .035 1002 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
998 1002 0 0 0 .1 .3
O
SUMMARY
F REACH LENGTHS
River: Central Trib.
' Reach River Sta. Left Channel Right
Central Trib. 508 23 8 236 238
Central Trib. 270 175 175 175
Central Trib. 095 0 0 0

River: South Trib.
Reach River Sta. Left Channel Right
South Trib. 1810 284 284 284
South Trib. 1526 235 235 235
South Trib. 1291 220 220 220
South Trib. 1071 0 0 0
River: Main channel
Reach River Sta. Left Channel Right
South-central 927 20 20 20
South-central 907 0 0 0
Main channel 780 150 150 150
Main channel 630 370 370 370
Main channel 260 260 260 260
Main channel 000
River: North Trib.
Reach River Sta. Left Channel Right
North Trib. 505 155 155 155
North Trib. 350 230 230 230
North Trib. 120 0 0 0
Profile Output Table - Standard Table 1
River Reach River Sta Q Total Min Ch E1 W .S. Elev Crit W.S. E. G. Elev E. G. Slope Vel Chnl Flow Area Top Width Froude k Chl
(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft)
Central Trib. Central Trib. 095 34.90 215.50 216.82 216.82 216.89 0.008188 3.36 24.82 125.03 0.61
Central Trib. Central Trib. 095 225.00 215.50 217.13 217.13 217.36 0.020057 6.38 64.29 125.09 1.00
Central Trib. Central Trib. 095 260.00 215.50 217.18 217.18 217.43 0.020029 6.54 70.42 125.10 1.01
Central Trib. Centrdl Trib. 095 290.00 215.50 217.22 217.22 217.49 0.020144 6.69 75.24 125.11 1.02
Central Trib. Central Trib. 095 325.00 215.50 217.26 217.26 217.55 0.020498 6.88 80.33 125.11 1.03
Central Trib. Central Trib. 270 34.90 217.00 218.35 218.47 0.009856 3.77 15.91 44.45 0.67
Central Trib. Central Trib. 270 225.00 217.00 219.24 218.97 219.43 0.007746 5.15 69.63 78.79 0.66
Central Trib. Central Trib. 270 260.00 217.00 219.33 219.05 219.54 0.008002 5.40 76.81 83.00 0.68
Central Trib. Central Trib. 270 290.00 217.00 219.40 219.13 219.62 0.008165 5.59 82.87 86.40 0.69
Central Trib. Central Trib. 270 325.00 217.00 219.48 219.20 219.72 0.008270 5.77 90.00 90.23 0.70
Central Trib. Central Trib. 508 34.90 223.00 224.43 224.43 224.55 0.007768 3.68 19.65 73.55 0.60
Central Trib. Central Trib. 508 225.00 223.00 224.90 224.90 225.16 0.016244 6.66 62.95 104.86 0.91
Central Trib. Central Trib. 508 260.00 223.00 224.96 224.96 225.24 0.016525 6.88 69.37 107.87 0.93
Central Trib. Central Trib. 508 290.00 223.00 225.01 225.01 225.30 0.016732 7.05 74.62 110.18 0.94
Central Trib. Central Trib. 508 325.00 223.00 225.05 225.05 225.37 0.017192 7.27 79.90 111.69 0.95
South Trib. South Trib. 1071 22.90 215.00 216.41 216.41 216.55 0.008513 3.64 10.72 36.27 0.63
South Trib. South Trib. 1071 128.00 215.00 216.94 216.94 217.19 0.013573 6.06 39.42 71.08 0.85
South Trib. South Trib. 1071 145.00 215.00 217.00 217.00 217.25 0.013300 6.16 43.90 74.95 0.85
South Trib. South Trib. 1071 165.00 215.00 217.05 217.05 217.31 0.013163 6.26 48.10 75.32 0.85
South Trib. South Trib. 1071 185.00 215.00 217.10 2;7.10 217.37 0.013598 6.48 51.36 75.54 0.87
South Trib. South Trib. 1291 22.90 215.80 217.41 217.45 0.002341 2.15 17.78 37.34 0.34
South Trib. South Trib. 1291 128.00 215.80 218.28 218.36 0.002755 3.33 61.92 61.54 0.40
South Trib. South Trib. 1291 145.00 215.80 218.35 218.44 0.002853 3.47 66.71 62.81 0.41
South Trib. South Trib. 1291 165.00 215.80 218.43 218.53 0.002971 3.63 71.94 64.17 0.43
South Trib. South Trib. 1291 185.00 215.80 218.52 218.62 0.003032 3.75 77.35 65.55 0.43
South Trib. South Trib. 1526 22.90 218.00 219.44 219.44 219.79 0.014830 4.91 5.44 9.31 0.84
South Trib. South Trib. 1526 128.00 218.00 220.67 220.67 221.22 0.012082 7.39 25.94 24.05 0.86
South Trib. South Trib. 1526 145.00 218.00 220.79 220.79 221.35 0.011879 7.58 28.92 25.50 0.86
South Trib. South Trib. 1526 165.00 218.00 220.91 220.91 221.49 0.011936 7.85 32.05 26.93 0.87
South Trib. South Trib. 1526 185.00 218.00 221.01 221.01 221.63 0.012150 8.14 34.91 28.21 0.86
South Trib. South Trib. 1810 22.90 225.50 226.86 226.86 226.99 0.008460 3.53 12.08 48.51 0.63
South Trib. South Trib. 1810 128.00 225.50 227.28 227.28 227.52 0.014564 5.86 38.77 68.79 0.87
South Trib. South Trib. 1810 145.00 225.50 227.32 227.32 227.58 0.015318 6.12 41.46 69.31 0.90
South Trib. South Trib. 1810 165.00 225.50 227.36 227.36 227.64 0.016714 6.50 43.92 69.78 0.94
South Trib. South Trib. 1810 185.00 225.50 227.40 227.40 227.71 0.017430 6.76 46.75 70.32 0.96
Main channel Main channel 000 66.40 208.00 209.78 209.59 209.82 0.003507 2.87 48.64 114.94 0.43
Main channel Main channel 000 485.00 208.00 210.75 210.25 210.85 0.003504 4.07 196.98 170.39 0.47
Main channel Main channel 000 555.00 208.00 210.86 210.31 210.97 0.0035G1 4.19 215.53 173.76 0.47
Main channel Main channel 000 630.00 208.00 210.97 210.37 211.08 0.003502 4.31 234.52 177.13 0.47
Main channel main channel 000 700.00 208.00 211.06 210.43 211.19 0.003506 4.42 251.57 180.11 0.48
Main channel main channel 260 66.40 208.20 210.30 209.86 210.32 0.001204 1.84 63.74 96.55 0.25
Main channel Main channel 260 485.00 208.20 211.52 211.61 0.002436 3.77 219.85 172.43 0.39
Main channel Main channel 260 555.00 208.20 211.65 211.74 0.002518 3.94 241.70 183.12 0.40
Main channel main channel 260 630.00 208.20 211.77 211.86 0.002584 4.10 264.59 193.69 0.41
Main channel main channel 260 700.00 208.20 211.87 211.98 0.002630 4.23 285.58 202.90 0.41
Main channel main channel 630 66.40 210.00 211.49 211.49 211.64 0.013057 4.74 27.04 76.37 0.79
Main channel main channel 630 465.00 210.00 212.69 212.82 0.004520 4.55 175.92 156.34 0.53
Main channel Main channel 630 555.00 210.00 212.82 212.95 0.004345 4.62 196.07 162.02 0.52
Main channel Main channel 630 630.00 210.00 212.94 213.08 0.004221 4.70 216.57 167.59 0.52
Main channel Main channel 630 700.00 210.00 213.05 213.19 0.004141 4.79 234.86 172.42 0.52
Main channel main channel 780 66.40 212.00 213.52 213.72 0.014629 5.12 24.38 66.84 0.84
Main channel Main channel 780 485.00 212.00 214.32 214.32 214.71 0.017554 7.99 105.65 124.65 1.01
Main channel Main channel 780 555.00 212.00 214.40 214.40 214.82 0.017742 8.25 115.60 127.60 1.02
Main channel main channel 780 630.00 212.00 214.48 214.48 214.93 0.018164 8.55 125.21 130.40 1.04
Main channel main channel 780 700.00 212.00 214.54 214.54 215.02 0.018792 8.86 133.14 132.66 1.06
Main channel South-central 907 48.00 212.85 214.64 214.55 214.77 0.006624 3.96 21.41 43.96 0.59
Main channel South-central 907 325.00 212.85 215.69 215.46 215.85 0.006104 5.51 118.09 139.53 0.62

i

Main channel South-central 907
Main charnel South-central 907
Main channel South-central 907
Main channel South-Central 927
Main channel South-central 927
Main channel South-central 927
Main channel South-central 927
Main channel South-central 927
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 350
North nib. North Trib. 350
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
370.00 212.85
420.00 212.85
465.00 212.85
48.00 213.00
325.00 213.00
370.00 213.00
420.00 21300
465.00 213..00
26.80 214.00
145.00 214.00
165.00 214.00
190.00 214.00
210.00 214.00
26.80 215.50
145.00 215.50
165.00 215.50
190.00 215.50
210.00 215.50
26.80 217.00
145.00 217.00
165.00 217.00
190.00 217.00
210.00 217.00
215.78
215.88
215.96
214.78
215.81
215.90
215.99
216.07
215.19
215.87
215.96
216.05
216.13
216.74
217.03
217.06
217.12
217.14
218.51
219.39
219.43
219.49
219.53
215.54 215.94 0.005898
215.59 216.04 0.005683
215.65 216.13 0.005413
214.92 0.007019
215.98 0.006566
216.07 0.006395
21617 0.006287
216..24 0.006070
215.18 215.27 0.009505
215.92 0.002877
216.01 0.002656
216.10 0.002538
216.18 0.002334
216.77 0.004781
216.96 217.19 0.013373
217.00 217.24 0.014276
217.05 217.31 0.014266
217.09 217.36 0.015501
218.51 218.75 0.011132
219.39 219.65 0.009605
219.43 219.72 0.010899
219.49 219.79 0.011025
219.53 219.85 0.011386
5.55 131.81 145.40 0.61
5.59 146.08 149.64 0.60
5.56 158.36 150.22 0.59
4.05 20.88 43.34 0.60
5.66 115.18 138.68 0.64
5.73 128.19 144.23 0.64
5.82 141.69 14978
. 0.63
5.83 153.15 150
.81 0.63
3.28 17.42 84.39 0.64
2.71 86.86 118.69 0.39
2.71 97.67 123.17 0.38
2.75 108.86 125.66 0.37
2.72 119.16 126.49 0.36
2.42 22.58 88.17 0.46
4.92 49.60 95.68 0.81
5.18 52.81 96.35 0.84
5.33 57.88 97.41 0.84
5.62 60.12 97.87 0.88
4.43 8.82 20.90 0.73
6.05 47.10 74.05 0.75
6.51 49.38 74.34 0.80
6.69 54.32 74.97 0.81
6.89 57.58 75.38 0.83
f
HECAAS Pian• PROPr1.SFn

Rker Re9ch Rkm Eta d 1otat mw,, Ch El W.S. eke Crit W.S. E:G. Etev E G Slop¢ Vel CMd taper Area T Widtt Fmudel( CW

cerwa Tdb
..
Cenb 3 I k.
095 (cis)
34.90 ft V
Q
213.50 h
()
215.14 (R)
215.25 (ftRt
0.004450 Ws -`
2.65 R w
13.15 it
14.06
0.48
Gnttrat Tnb. _ Central Th1i __ am _ 225.00 213.50 216.32 216.45 0.003196 3.72 100.88 124.96 0.46
Cenb91 Tnb.
Central Try-?,.
CMetral Tnh. Central Trh.
CliHral Trio, ._
Central Thib. r 095
09.5 ---"
085 260.00
-290.00
325.00 213.50
213.50
213.50 216.40
216.49
216.56 216.54
216.62
216.70 0.003264
0.003133
0.003201 3.86
3.88
4.01 111.19
121.86
130.89 124.98
125.00
125.01 0.47
0.47
0.47

Gerrba T1tt1. _ Crnltral Trlb 270
_ . 34.90 215.50 216.75 216.75 217.09 0.021080 4.69 7.44 10.88 1.00
CeOtr l fib. __ C Br ba Tnb. 270
_ 225.00 215.50 218.10 218.10 218.34 0.006769 4.89 79.44 135.94 0.66
C?nbal Tnb _._ Centro Tnb 270.-- _..., 260.00 215.50 218.14 216.14 218.41 0.007495 5.24 85.62 136.49 0.70
CK" TO, Cen" Trio.
-- 270 ..^ 290.00 215.50 218.19 218.19 218.47 0.007833 5.45 91.62 137.03 0.72
CMNrai Tnb. Central Tli 270 325.00 215.50 218.23 21823 218.53 0.008253 5.68 97.95 137.59 0.74

Central trip.
- Cenbat TR1. 508 34.90 220,00 22123 221.17 221.52 0.016511 4.33 8.06 11.08 0.89
W; Trlb;",
06 Cpttral Trb. 508 225400 220.00 222.71 222.71 223.06 0.007467 5.47 63.71 95.72 0.70
CehotaiTnb.._,_,
? Certtrai Tnb"
-?- SOB 280.00 220.00 222.80 222.80 223.16 0.007585 5.68 72.70 102.96 0.71
Cttn7ai
7rPo Cer t Trtb
_ 508 290.00 220.00 222.90 222.90 223.24 0.007073 5.87 83.16 110.36 0.70
C4W81 Tnb. _ Central Tnb. ^ 508_`.. 325.00 220.00 222.97 222.97 223.32 0.006972 5.77 91.71 111.11 0.69
V
SDUdt Trio. _ SMA Tob.
_ 1071 22.90 213.90 215.20 215.30 0.005735 2.64 8.67 11.27 0.53
S wd1 Ttlb SaAh T ty 1071 128.00 213.90 216.32 216.42 0.002534 3.15 64.40 79.43 0.41
lia i Tnb
??- Slxttlt Tr61
??? 1071 w 145.00 213.90 216.41 216.51 0.002488 3.21 71.00 79.67 0.41
SouB T W
?? South Trfti 1071 165.00 213.90 218.49 216.80 0.002479 3.30 77.93 79.92 0.41
; Trib South THp. 1071 185.00 213.90 216.57 216.68 0.002537 3.42 83.74 80.12 0.42

So?Ah Ttffi 1291 22.90 215.00 216.35 215.96 216.45 0.004713 2.46 9.32 11.67 0.48
South Tr b South iNb
_? 1294
__... 128.00 215.00 217.09 217.02 217.31 0.008701 4.49 43.17 84.44 0.84
SeudlTnb 7ioudiTrlb __".._ 129t_
- 145.00 215.00 217.16 217.08 217.39 0.008649 4.61 47.63 65.07 0.64
SeuBh Tnb. South Trio 1291 165.00 215.00 217.24 217.15 217.47 0.008531 4.72 52.78 65.76 0.64
;e Tnb: _ Soudl Trtb. 7291 185.00 215.00 217.32 217.19 217.55 0.006338 4.79 57.99 66.45 0.64
South Trib
South Tnb" .. ..
Soihtliti Tnb _ _? South Tnb.
Sou>h Tnb_
Soy1h Trib _ 1526
1526_
1526 _ 22.90
128.00
145.00 219.50
219.50
219.50 220.45
221.57
221.65 220.45
221.57
221.65 220.75
221.96
222.05 0.022519
0.010370
0.010456 4.39
5.53
5.74 5.21
31.07
34.37 8.84
41.69
43.55 1.01
0.80
0.81
Sa Ah Try
'South Tnb:..,_...... South Trib
South Tnb. 1526
1526 165.00
185.00 219,50
219.50 221.73
221.81 221.73
221.81 222.16
222.26 0.010514
0.010597 5.97
6.17 38.17
41.79 45.60
47.47 0.82
0.83
:800th Trib. _.._.
South T ip.
Sou8l _Trlb ..

South Tilb.
South 7rib Stwth 7rib.._
Soutfi Tr9 .
South Trip

South Trib
Sotuh Tnb. 1810 _
1870
1810--e.
0.___..
1810
1810 22.90
128.00
745.00

165.00
185.00 225.20
225.20
225.20

225.20
225.20 226.20
227.33
227.40

227.47
227.51 226.15
227.33
227.40

227.47
227.51 226.46
227.62
227.69

227.77
227.84 0.017999
0.008045
0.007857

0.007930
0.008514 4.04
5.00
5.09

5.26
5.54 5.66
39.06
44.17

48.94
52.12 9.19
67.50
70.37

71.27
71.87 0.91
0.71
0.70

0.71
0.74

Main chat Mein dwold
..., 000 66.40 207.00 209.04 208.34 209.17 0.003500 2.94 22.60 17.21 0.45
Main ctharuhH Male dlmnlel 000 485.00 207.00 210.73 210.41 210.96 0.003501 4.85 156.60 125.61 0.51
Man dwnel
? Man Citartnel
? 000
? I ~ 555.00 207.00 210.86 210.51 211.10 0.003500 5.00 173.39 128.11 0.52
Male dWME4
? Man charlnet 000 630.00 207.00 21029 210.60 271.24 0.003501 5.15 190.49 130.61 0.52
Mandmmhel
? Man dlar>rhel 700.00 207.00 211.12 210.69 211.39 0.003501 5.30 208.64 139.50 0.52

Mahn channel Mahn eherwO 260
_..__.. 66.40 208.00 209.98 209.35 210.13 0003894 3.06 21.73 16.91 0.47
Maindarnul Momepenoel ? 485.00 208000 211.67 211.90 0.003894 4.91 191.71 254.13 0.52
555.00 208.00 211.80 212.01 0.003440 4.89 225.81 279.68 0.51
Mahn charlnd Main charvlei 260 630.00 208.00 211.93 212.12 0.003195 4.85. 262.89 305.05 0.49
Maln,channei __
Main channel ,....
Main channel _
Main dmnnel
Mein dwnnel
Main dtalnei ,
MainChatrrJ"?
Ma n ck+anne

MaM t3la
Va*%.Cthannee Man channel
Mahn channel ...,
Maln&walel_
Main dharwid
Main chamlel ---
_Mahn channel
ManChanne
Ma n char a
.__1
Man chancel '
Main Channel 280
830 _
630 --
630
630
630
7&7
780 - -
._-------
780
780 700.00
88.40
485.00
555.00
630.00
700.00
66.40
485.00

555.00
630.00 208.00
208.40
209.40
209.40
209.40
209.40
210.00
210.00

210.00
210.00 212.05
211.40
213.06
213.14
213.22
213.29
211.98
213.84

213.75
213.85

212.91
213.00 212.22
211.54'
213.29.
21338
213.47
213.55
212.12
213.85

213.94
214.03 0.002906
0.0037491
0003837
0 003983
0 004136
0004338.
0.003963
0.003541

0.003419
0.003287 4.75
3.01
4.99
5.19
5.39
5.60
3.08
4.77

4.81
4.83 301.84
22.04
108.16
210.61
233.27
251.64
21.59
203.31

233.87
264.50 329.60
17.01
251.32
268.60
284.97
297.58
16.86
281.66

300.45
311.93 0.47
0.47
0.53
0.55
0.58
0.57
0.48
0.51

0.51
0.50
MaMthrr181_. Main channel 780 700.00 210.00 213.93 214.11 0.003195 4.85 291.68 321.79 0.49
Min d10 Y H
Mein dtanrhet
Maki dt?me
Maul CIIafC'Iel
Main dWnei' -

Male dWrolel
Main chaNtal
Malndlannei
Main dulmd South-c mat ;
Scut H- m"
Sou9 central "
SW1fkCen1181
SwthhCft" - ?

60116hCerIV2l
6OutKvrl4ai
SouVK-&*al
SoaBFCenbal -- 907,
907
907
907
907

927
927 _
927
927 48.00
325.00
370.00
420.00
465.00
48.00
325.00
370.00
420.00
465.00 212.85
212.85
212.85
212.85
212.85
213.00
213.00
213.00
213.00
213.00 214.01
215.64
215.70
215.76
215.81
214.47
215.85
215.93
216.01
216.08 214.01
215.64
215.70
215.76
215.81
214.16 214.41
215.94
216.02
216.10
216.17
214.67
216.06
216.14
216.23
216.30 0.020223
0.006800
0.007153
0.007547
0.007906
0.007756
0.004820
O.OD4887
0.004967
0.004980 5.08
5.42
5.67
5.94
6.17
3.58
4.66
4.81
4.97
5.08 9.45
101.12
110.08

E126145

117.94
129.29
140.951111
151.42 11.91
148.16
148.55
148.94
149.26
13.90
149.09
149.57
150.06
150.48 1.00
0.68
0.70
0.72
0.74
0.64
0.57
0.58
0.59
0.59

Na91 Trib.- Na$h Trib. 120 26.80 212.00 213.14 213.14 213.46 0.021747 4.51 5.94 9.41 1.00
4AC!`_DAC 131- DDr%Df%QCr'1 /T`nnfinn-ll
River Reach R 9W Q TOW NBn Ch El ms, elev Cm:W.S. E. G. Etev ,ECG Ve9 t:d>t11 Flow Area; TOA WkAh . Froude # CM .

- _ e ?r. (ds fl R (tt ONl (8le ft) R)
North Tdb NoM Tdb.
T ^ 120 145.00 212.00 214.44 214.44 214.68 0.008080 4.35 55.78 118.59 0.61
NoM TrPo Notfll Tdb. 120 165.00 212.00 214.48 214.48 214.71 0.008554 4.59 60.59 118.96 0.84
NoM Tab Nwih Tr b i2U 190.00 212.00 214.53 214.53 214.78 0.007056 4.88 68.22 119.40 0.67
i North TAb tiUgh Tdb 120 210.00 212.00 214.56 214.56 214.83 0.007515 5.08 70.07 119.69 0.69

NoMP tb. N- TYIb. 350 26.80 214.60 216.03 215.74 216.17 0.007300 3.00 8.94 11.52 0.60
North TrPo. ^. _'.
_ tVOM Tr b, _ 350
.
_ 145.00 214.60 216.95 216.95 217.18 0.007349 4.58 51.43 104.67 0.67
North Tr1D
?. Nor9? Trk_ ..
350 _ 165.00 214.60 217.01 217.01 217.24 0.007200 4.66 57.88 105.26 0.67
_
North Trib North Trib. 350 190.00 214.60 217.05 217.05 217.31 0.007926 4.98 62.42 105.68 0.70
North Tdb. NaM Pdb. 350 210.00 214.80 217.09 217.09 217.38 0.008231 5.16 88.54 108.06 0.72

North Trio Nodh Tdh.
w 505
-_ 26.80 217.20 218.34 218.34 218.66 0.021487 4.49 5.97 9.43 0.99
l!iorBtTfib North Trfb.. 505
- 145.00 217.20 219.54 219.54 219.88 0.009073 5.08 40.27 63.72 0.74
NOret TnL

,? NoM Ttlb 505

_.__ 185.00 217.20 219.61 219.61 219.94 0.009231 5.28
44.49 84
.51
0.75
NoM Trtb. North Try. 505 190.00 217.20 219.69 219.69 220.03 0.009231 5.46 49.79 65.50 0.76
NoM Tdb. Nortlt Tr10. 505 210.00 217.20 219.73 219.73 220.71 0.009747 5.72 52.69 66.03 0 .79
i
EEC-RAS Version 3.0.1 Mar 2001
U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street, Suite D
Davis, California 95616-4687
[phone]
X X )ODD= XXXx Xxxx XX XXXX
X x x X X X X X X X
X x x x X x x x x
XXXX)DOC xxxx x xxx xxxx XXX)= Xxxx
X X x x x x x x x
X x x x x x x x x x
x x XXX)= Xxxx X x x x )Do=
PROJECT DATA
Project Title: Marks Creek, Proposed design
Project File : m creek_prop.prj
Run Date and Time: 9/28/01 3:27:17 PM
Project in English units
PLAN DATA
Plan Title: PROPOSED CONDITION
Plan File g:\71000138\Rydro\hecras\m creek_prop.p02
Geometry Title: proposed layout
Geometry File g:\71000138\Hydro\hecras\m creek-prop.g01
Flow Title proposed discharge
Flow File 9:\71000138\Hydro\hecras\m_creek_prop.f01
Plan Summary Information:
Number of: Cross Sections = 16 Mulitple Openings = 0
Culverts 0 Inline weirs = 0
Bridges 0
Computational Information
water surface calculation tolerance - 0.003
Critical depth calculator tolerance = 0.003
Maximum number of interations = 20
Maximum difference tolerance - 0.1
Flow tolerance factor - 0.001
Computation Options
critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
FLOW DATA
Flow Title: proposed discharge
Flow File : 9:\71000138\Hydro\hecras\m creek_lrop.f03
Flow Data (cfs)
River Reach RS bankfull 10 yr
Central Trib. Central Trib. 506 34.9 225
South Trib. South Trib. 1810 22.9 128
Main channel South-central 927 48 325
Main channel Main channel 780 66.4 485
North Trib. North Trib. 505 26.8 145
Boundary Condit ions
River Reach Profile Upstream
Central Trib. Central Trib. bankfull Critical
Main channel Main channel bankfull
North Trib. North Trib. bankfull Critical
GEOMETRY DATA
Geometry Title: proposed layout
Geometry File : g:\71000138\Hydro\hecras\m_creek.yrop.g01
Reach Connection Table
River Reach Upstream Boundary Downstream Boundary
Central Trib. Central Trib. 981
South Trib. South Trib. 981
Main channel South-central 981 803
Main channel Main channel 803
North Trib. North Trib. 803
JUNCTION INFORMATION
25 yr 50 yr 100 yr
260 290 325
145 165 185
370 420 465
555 630 700
165 190 210
Downstream
Normal S - .0035

1

11

F?_j

Name: 8
Description: North Trib. and South-Central confluence
Energy computation Method
Length across Junction Tributary
River Reach River Reach
Main channel South-central to Main channel Main channel
North Trib. North Trib. to Main channel main channel
Name: 981
Description: South Trib. and Central Trib. Confluence
Energy computation Method
Length across Junction Tributary
River Reach River Reach
Central Trib. Central Trib. to Main channel South-central
South Trib. South Trib. to Main channel South-central
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RS: 508
INPUT
Description:
Station Elevation Data num. 12
Eta Elev Sta Elev Its Elev Sta Elev Sta Elev
899.32 231.49 900.91 225.95 905.71 222.89 933.01 222.51 992 221.9
999 220 1000 220 1001 220 1008 221.9 1025 224
1035 225 1070 230
Manning's n Values num. 3
Sta n Val Sta n Val Sta n Val
899.32 .04 992 .035 1008 .04
Bank Sta: Left Right Lengths: Left Channel Right Coef£ Contr. Expan.
992 1008 238 238 238 .1 .3
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RS: 270
INPUT
Description:
Station Elevation Data num. 10
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
900 225 901.14 218.03 902.56 217.92 992 217.4 999 215.5
1000 215.5 1008 217.4 1033.96 217.84 1060 220 1110 225
Manning's n Values num. 3
Sta n Val Sta n Val Sta a Val
900 .04 992 .035 1008 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
992 1008 175 175 175 .1 .3
CROSS SECTION RIVER: Central Trib.
REACH: Central Trib. RS: 095
INPUT
Description:
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
934.02 224.36 935.11 216.02 992 215.4 999 213.5 1000 213.5
1001 213.5 1008 215.4 1058.7 215.9 1060 216 1060.71 223.7
Manning's n Values num. 3
Sta n Val Sta n Val Sta a Val
934.02 .04 992 .035 1008 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
992 1008 0 0 0 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1810
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
900 235 925 230 942.59 227.36 994 226.6 998.95 225.2
1000 225.2 1001.05 225.2 1006 226.6 1010 227 1030 230
1050 235
Manning's n values num= 3
Sta n Val Sta n Val Sta n Val
900 .04 994 .035 1006 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
994 1006 284 284 284 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1526
' INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
941.98 226.16 950
1000 219.5 1001.05 225
219.5 990
1006 221 994 220.9 998.95 219.5
220.9 1019.8 221.13 1032 222
' 1060 225 1064.71 226.08
Manning•s n values num= 3
Sta n Val Sta n Val Sta n Val
941.98 .04 994 .035 1006 .04

Length Angle
104
120
Length Angle
95
90 0

I

j

Bank Sta: Left Right
994 1006
CROSS SECTION R
REACH: South Trib.
INPUT
Description:
Station Elevation Data
Sta Elev Sta
929.86 227.32 930
998.95 215 1000
1047.17 217.15 1060
Lengths: Left Channel Right Coeff Contr. Expan
235 235 235 .1 .3
VER: South Trib.
RS: 1291
num. 13
Elev Sta Elev Sta Elev Sta Elev
225 970 220 983.89 216.76 994 216.4
215 1001.05 215 1006 216.4 1045.53 216.81
220 1090 225
Manning's n values num. 3
Sta n Val Sta n Val Sta n Val
929.86 .04 994 .035 1006 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
994 1006 220 220 220 .1 .3
CROSS SECTION RIVER: South Trib.
REACH: South Trib. RS: 1071
INPUT
Description:
Station Elevation Data num. 10
Sta Elev Sta
949.87 224.45 950.35
1001.05 213.9 1006
Manning's n values
Sta n Val Sta
949.87 .04 994
Bank Sta: Left Right
994 1006
Elev Sta
216.21 994
215.3 1028.4
num= 3
n Val Sta
.035 1006
Lengths: Left f
0
Blev Sta Elev Sta Elev
215.3 998.95 213.9 1000 213.9
215.83 1040 220 1070 225
n Val
.04
hannel Right Coeff Contr. Expan
0 0 .1 .3
CROSS SECTION RIVER: Main channel
REACH: South-central RS: 927
INPUT
Description:
Station Elevation Data num. li
Sta Elev Sta Elev Sta Elev Sta Elev Sta
939.25 221.62 940.1 215.13 978.21 215.13 991 215.1 997.8
1000 213 1002.2 213 1009 215.1 1086.86 215.49 1090
1120 221
Manning's n values num. 3
Sta n Val Sta n Val Sta n Val
939.25 .04 991 .035 1009 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr.
991 1009 20 20 20 .1
CROSS SECTION RIVER: Main channel
REACH: South-central RS: 907
INPUT
Description:
Station Elevation Data num. 12
Sta
990
1170
3
Sta
1010
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
938.96 222.34 940.67 214.97 980.49 214.97 991 214.95 997.8 212.85
1000 212.85 1002.2 212.85 1009 214.95 1088 215.53 1090 215.85
1120 220.85 1128.38 222.05
Manning's n values num. 3
Sta n Val Sta n Val Sta n Val
938.96 .04 991 .035 1009 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr.
991 1009 0 0 0 .1
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 780
INPUT
Description:
Station Elevation Data num. 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta
772 227 811 214.1 990 212.5 997.5 210 1000
1002.5 210 1010 212.5 1151 213.7 1187 225.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
772 .04 990 .035 1010 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr.
990 1010 150 150 150 .1
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 630
INPUT
Description:
Station Elevation Data num= 9
Sta Elev Sta
770 223.8 800
1002.5 209.4 1010
Manning's n Values
Sta n Val Sta
770 .04 990
Elev
213.8
211.9
num-
n Val
.035
Elev
213
216
Expan.
.3
Expan.
.3
Elev
210
Expan.
.3
Elev Sta Elev Sta Elev
211.9 997.5 209.4 1000 209.4
213.5 1200 223.5
n Val
.04

Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
990 1010 370 370 370 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main channel RE: 260
INPUT
Description:
Station Elevation Data num. 9
Sta Elev Sta Blev Sta Elev Sta Elev Sta Elev
700 223.1 730 213.1 990 210.5 997.5 208 1000 208
1002.5 208 1010 210.5 1180 212.2 1210 222.2
Manning's n Values num. 3
Eta n Val Sta n Val Sta n Val
700 .04 990 .035 1010 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
990 1010 260 260 260 .1 .3
CROSS SECTION RIVER: Main channel
REACH: Main channel RS: 000
INPUT
Deacript ion: cross-section at dam
Station Elevation Data num. li
Sta. Elev Sta. Elev Sta Elev Sta Elev Sta Elev
810 213 930 211 940 209.9 990 209.5 997.5 207
1000 207 1002.5 207 1010 209.5 1042 209.7 1051 210
1100 215
Manning's n Values num. 3
Sta n Val Sta n Val Sta n Val
810 .04 990 .035 1010 .04
Bank Sta: Left Right Coeff Contr. Expan.
990 1010 .1 .3
CROSS SECTION RIVER: North Trib.
REACH: North Trib. RS: 505
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Blev Sta Elev Sta Elev Sta Elev
955 225 982 220 986.78 219.18 992.5 219.1 999.5 217.2
1000 217.2 1000.5 217.2 1007.5 219.1 1018 219.2 1030 219.2
1045 219 1070 223 1090 225
Manning's n values num. 3
Sta n Val Sta n Val Sta n Val
955 .04 992.5 .035 1007.5 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
992.5 1007.5 155 155 155 .1 .3
CROSS SECTION RIVER: North Trib.
REACH: North Trib. RS: 350
INPUT
Description:
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
915 220 925 218 936.95 216.72 992.5 216.5 999.5 214.6
1000 214.6 1000.5 214.6 1007.5 216.5 1039.43 216.72 1040.89 220.62
Manning's n Values nu" 3
Sta n Val Sta n Val Sta n Val
915 .04 992.5 .035 1007.5 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
992.5 1007.5 230 230 230 .1 .3
CROSS SECTION RIVER: North Trib.
REACH: North Trib. RS: 120
INPUT
Description:
Station Elevation Data num. 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
945 220 954.93 217.04 968.94 214.26 992.5 213.9 999.5 212
1000 212 1000.5 212 1007.5 213.9 1086.35 214.38 1088.9 214.99
1089.26 218.64
Manning's n Values num. 3
Sta n Val Sta n Val Sta n Val
945 .04 992.5 .035 1007.5 .04
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
992.5 1007.5 0 0 0 .1 .3
SUMMARY OF REACH LENGTHS
River: Central Trib.
' Reach River Sta. Left Channel Right
Central Trib. 508 238 238 238
Central Trib. 270 175 175 175
Central Trib. 095 0 0 0
11

1
River: South Trib.
Reach River Sta. Left Channel Right
South Trib. 1810 284 284 284
South Trib. 1526 235 235 235
South Trib. 1291 220 220 220
South Trib. 1071 0 0 0
River: Main channel
Reach River Sta. Left Channel Right
South-central 927 20 20 20
South-central 907 0 0 0
Main channel 780 150 150 150
Main channel 630 370 370 370
Main channel 260 260 260 260
Main channel 000
River: North Trib.
Reach River Sta. Left Channel Right
North Trib. 505 155 155 155
North Trib. 350 230 230 230
North Trib. 120 0 0 0
Profile Output Table - Standard Table 1
River Reach River Sta Q Total Min Ch E1 W.S. Elev Crit W.S. E. G. Elev E .G. Slope Vel Chnl Plow Area Top Width Proude # Chl
(c£s) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft1 (ft)
Central Trib. Central Trib. 095 34.90 213.50 215.14 215.25 0.004450 2.65 13.15 14.06 0.48
Central Trib. Central Trib. 095 225.00 213.50 216.32 216.45 0.003196 3.72 100.88 124.96 0.46
Central Trib. Central Trib. 095 260.00 213.50 216.90 216.54 0.003264 3.86 111.19 124.98 0.47
Central Trib. Central Trib. 095 290.00 213.50 216.49 216.62 0.003133 3.88 121.86 125.00 0.47
Central Trib. Central Trib. 095 325.00 213.50 216.56 216.70 0.003201 4.01 130.89 125.01 0.47
Central Trib. Central Trib. 270 34.90 215.50 216.75 216.75 217.09 0.021080 4.69 7.44 10.88 1.00
Central Trib. Central Trib. 270 225.00 215.50 218.10 218.10 218.34 0.006769 4.89 79.44 135.94 0.66
Central Trib. Central Trib. 270 260.00 215.50 218.14 218.14 218.41 0.007495 5.24 85.62 136.49 0.70
Central Trib. Central Trib. 270 290.00 215.50 218.19 218.19 218.47 0.007833 5.45 91.62 137.03 0
72
Central Trib. Central Trib. 270 325.00 215.50 218.23 218.23 218
53 0
008253 5
68 97
95 7 .
. . . . .59
13 0.74
Central Trib. Central Trib. 508 34.90 220.00 221.23 221.17 221.52 0.016511 4.33 8.06 11.08 0.89
Central Trib. Central Trib. 508 225.00 220.00 222.71 222.71 223.06 0.007467 5.47 63.71 95.72 0.70
Central Trib. Central Trib. 508 260.00 220.00 222.80 222.80 223.16 0.007585 5.68 72.70 102.96 0.71
Central Trib. Central Trib. 508 290.00 220.00 222.90 222.90 223.24 0.007073 5.67 83.16 110.36 0.70
Central Trib. Central Trib. 508 325.00 220.00 222.97 222.97 223.32 0.006972 5.77 91.71 111.11 0.69
South Trib. South Trib. 1071 22.90 213.90 215.20 215.30 0.005735 2.64 8.67 11.27 0.53
South Trib. South Trib. 1071 128.00 213.90 216.32 216.42 0.002534 3.15 64.40 79.43 0.41
South Trib. South Trib. 1071 145.00 213.90 216.41 216.51 0.002488 3.21 71.00 79.67 0.41
South Trib. South Trib. 1071 165.00 213.90 216.49 216.60 0.002479 3.30 77.93 79.92 0.41
South Trib. South Trib. 1071 185.00 213.90 216.57 216.68 0.002537 3.42 83.74 80.12 0.42
South Trib. South Trib. 1291 22.90 215.00 216.35 215.96 216.45 0.004713 2.46 9.32 11.67 0.48
South Trib. South Trib. 1291 128.00 215.00 217.09 217.02 217.31 0.006701 4.49 43.17 64.44 0.64
South Trib. South Trib. 1291 145.00 215.00 217.16 217.08 217.39 0.006649 4.61 47.63 65.07 0.64
South Trib. South Trib. 1291 165.00 215.00 217.24 217.15 217.47 0.006531 4.72 52.78 65.76 0.64
South Trib. South Trib. 1291 185.00 215.00 217.32 217.19 217.55 0.006338 4.79 57.99 66.45 0.64
South Trib. South Trib. 1526 22.90 219.50 220.45 220.45 220.75 0
022519 4
39 5
21 8
84

South Trib.
South Trib.
1526
128.00
219.50
221.57
221.57
221.96 .
0.010370 .
5.53 .
31.07 .
41.69 1.01
0
80
South Trib. South Trib. 1526 145.00 219.50 221.65 221.65 222.05 0.010456 5.74 34.37 43.55 .
0.81
South Trib. South Trib. 1526 165.00 219.50 221.73 221.73 222.16 0.010514 5.97 38.17 45.60 0.82
South Trib. South Trib. 1526 185.00 219.50 221.81 221.81 222.26 0.010597 6.17 41.79 47.47 0.83
South Trib. South Trib. 1810 22.90 225.20 226.20 226.15 226.46 0.017999 4.04 5.66 9.19 0.91
South Trib. South Trib. 1810 128.00 225.20 227.33 227.33 227.62 0.008045 5.00 39
06 67
50 0
71
South Trib. South Trib. 1810 145.00 225.20 227.40 227.40 227.69 0.007857 5
09 .
44
17 .
70
37 .
0
0
South Trib. South Trib. 1810 165.00 225.20 227.47 227.47 227.77 0.007930 .
5.26 .
48.94 .
71.27 .7
0.71
South Trib. South Trib. 1a 10 185.00 225.20 227.51 227.51 227.84 0.008514 5.54 52.12 71.87 0.74
Main channel Main channel 000 66.40 207.00 209.04 208.34 209.17 0.003500 2.94 22.60 17.21 0.45
Main channel Main channel 000 485.00 207.00 210.73 210.41 210.96 0.003501 4.85 156.60 125.61 0.51
Main Channel Main Channel 000 555.00 207.00 210.86 210.51 211.10 0.003500 5.00 173.39 128.11 0.52
Main channel Main channel 000 630.00 207.00 210.99 210.60 211.24 0.003501 5.15 190.49 130.61 0.52
Main channel main channel 000 700.00 207.00 211.12 210.69 211.39 0.003501 5.30 208.64 139.50 0.52
Main channel Main channel 260 66.40 208.00 209.98 209.35 210.13 0.003894 3.06 21.73 16.91 0.47
Main channel Main channel 260 485.00 208.00 211.67 211.90 0.003694 4.91 191.71 254.13 0.52
Main channel main channel 260 555.00 208.00 211.80 212.01 0.003440 4.89 225.81 279.68 0.51
Main channel main channel 260 630.00 208.00 211.93 212.12 0.003195 4.85 262.89 305.05 0.49
Main channel main channel 260 700.00 208.00 212.05 212.22 0.002906 4.75 301.84 329.60 0.47
Main channel Main channel 630 66.40 209.40 211.40 211.54 003749
0 3
01 22
04 17
01

Main channel
Main channel
630
485.00
209.40
213.06
212.91
213.29 .
0.003837 .
4
99 .
188
16 .
251
32 0.47
0
53
Main channel Main channel 630 555.00 209.40 213.14 213.00 213.38 0.003983 .
5
19 .
210
61 .
268
60 .
0

Main channel
Main channel
630
630.00
209.40
213.22
213.47
0.004136 .
5
39 .
233
27 .
284
97 .55
0
56
Main channel main channel 630 700.00 209.40 213.29 213.55 0.004338 .
5.60 .
251.64 .
297.58 .
0.57
Main channel Main channel 780 66.40 210.00 211.98 212.12 0.003963 3.08 21.59 16.86 0.48
Main channel Main channel 780 485.00 210.00 213.64 213.85 0.003541 4.77 203.31 281.66 0.51
Main Channel Main channel 780 555.00 210.00 213.75 213.94 0.003419 4.81 233.87 300.45 0.51
Main channel main channel 780 630.00 210.00 213.85 214.03 0.003287 4.83 264.50 311.93 0.50
Main channel Main channel 780 700.00 210.00 213.93 214.11 0.003195 4
85 291
68 321
79
. . . 0.49
Main channel South-central 907 48.00 212.85 214.01 214.01 214.41 0.020223 5.08 9.45 11.91 1.00

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Main channel South-central 907
Main channel South-central 907
in channel South-central 907
Nain channel South-central 907
Main channel South-central 927
Main channel South-central 927
Main channel South-central 927
Main channel South-central 927
Main channel South-central 927
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 120
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 350
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
North Trib. North Trib. 505
325.00 212.85
370.00 212.85
420.00 212.85
465.00 212.85
48.00 213.00
325.00 213.00
370.00 213.00
420.00 213.00
465.00 213.00
26.80 212.00
145.00 212.00
165.00 212.00
190.00 212.00
210.00 212.00
26.80 214.60
145.00 214.60
165.00 214.60
190.00 214.60
210.00 214.60
26.80 217.20
145.00 217.20
165.00 217.20
190.00 217.20
210.00 217.20
215.64
215.70
215.76
215.81
214.47
215.85
215.93
216.01
216.08
213.14
214.44
214.48
214.53
214.56
216.03
216.95
217.01
217.05
217.09
218.34
219.54
219.61
219.69
219.73
215.64 215.94 0.006800
215.70 216.02 0.007153
215.76 216.10 0.007547
215.81 216.17 0.007906
214.16 214.67 0.007756
216.06 0.004820
216.14 0.004887
216.23 0.004967
216.30 0.004980
213.14 213.46 0.021747
214.44 214.66 0.006090
214.48 214.71 0.006554
214.53 214.78 0.007056
214.56 214.83 0.007515
215.74 216.17 0.007300
216.95 217.18 0.007349
217.01 217.24 0.007200
217.05 217.31 0.007926
217.09 217.36 0.008231
218.34 218.66 0.021487
219.54 219.86 0.009073
219.61 219.94 0.009231
219.69 220.03 0.009231
219.73 220.11 0.009747
5.42 101.12 148.16 0.68
567
. 110.08 148.55 0.70
5
.94 119.08 148.94 0.72
6.17 126.46 149.26 0.74
3.58 13.42 13.90 0.64
4.66 117.94 149.09 0.57
4.81 129.29 149.57 0.58
4.97 140.95 150.06 0.59
5.08 151.42 150.48 0.59
4.51 5.94 9.41 1.00
4.35 55.78 118.59 0.61
4.59 60.59 118.96 0.64
4.86 66.22 119.40 0.67
5.08 70.07 119.69 0.69
3.00 8.94 11.52 0.60
4.58 51.43 104.67 0.67
4.66 57.88 105.26 0.67
4.98 62.42 105.68 0.70
5.16 66.54 106.06 0.72
4.49 5.97 9.43 0.99
5.08 40.27 63.72 0.74
5.28 44.49 64.51 0.75
5.46 49.79 65.50 0.76
5.72 52.69 66.03 0.79

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