Farrar Dairy Stream and Wetland Restoration Site Monitoring Report ...

Farrar Dairy Stream and Wetland Restoration Site Monitoring Report – MY01 Harnett County, NC

Submitted to:

NCEEP, 1652 Mail Service Center, Raleigh, NC 27699-1652

December 2009

Landmaark Center II, I Suite 2200 46001 Six Forkss Road Raaleigh, NC 27609 Phoone: (919) 2778-2512 Faax: (919) 7833-9266 Project Manager: Tim T Morriss Email:: [email protected] KCI Project P No: 12065438

Farrar Dairy D Stream and d Wetland Restoraation Site

KCI Associatees of North Carolinna 2009 - MY0 Y01

TABLE OF CONTENTS 1.0 PROJECT BACKGROUND.......................................................................................1 1.1 Project Structure, Restoration Type, and Approach .....................................................1 1.2 Location and Setting .....................................................................................................3 1.3 Project History and Background ...................................................................................6 2.0 PROJECT CONDITIONS AND MONITORING RESULTS .................................9 2.1 Vegetation Assessment .................................................................................................9 2.2 Stream Assessment .......................................................................................................9 2.2.1 Bankfull Events ...................................................................................................10 2.2.2 Quantitative Measures Summary Tables ............................................................11 2.3 Wetland Assessment...................................................................................................25 2.3.1 Wetland Criteria Attainment Tables ...................................................................25 3.0 SUCCESS CRITERIA...............................................................................................26

LIST OF TABLES Table 1. Table 2. Table 3. Table 4. Table 5. Table 6. Table 7. Table 8.

Project Restoration Components..........................................................................6 Project Activity and Reporting History ...............................................................7 Project Contact Table ...........................................................................................7 Project Background Table....................................................................................8 Hydrological (Bankfull) Verifications .................................................................10 Baseline Stream Summary ...................................................................................11 Morphology and Hydraulic Monitoring Summary ..............................................20 Wetland Criteria Attainment ................................................................................25 LIST OF FIGURES

Figure 1. Figure 2.

Vicinity Map ........................................................................................................4 Farrar Dairy Stream and Wetland Restoration Site Map .....................................5

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

APPENDIX A – VEGETATION DATA Vegetation Data Tables Stream and Wetland Vegetation Plot Photos APPENDIX B – STREAM AND WETLAND PHOTOS Stream and Wetland Photo Points Problem Area Photos APPENDIX C – GEOMORPHOLOGIC AND HYDROLOGIC DATA Stream Cross-Sections Stream Longitudinal Profiles Stream Pebble Counts Stream and Wetland Hydrographs Precipitation 30-70 Percentile Graph APPENDIX D – CURRENT CONDITION PLAN VIEW

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

EXECUTIVE SUMMARY The Farrar Dairy Stream and Wetland Restoration Site is a full-delivery project that was developed for the North Carolina Ecosystem Enhancement Program (EEP). Construction was completed in March 2009 on the North Prong of Anderson Creek (NPAC) and its associated tributaries, and 112.0 acres of Coastal Plain Small Stream Swamp wetland community. The project is located within the USGS 8-digit HUC 03030004 and the NCDWQ Sub-basin 03-06-14 in the Cape Fear River Basin. The project restored, enhanced and preserved 13,044 linear feet of channel using a combination of Priority 1 and 2 Approaches, along with Enhancement II, and 112.0 acres of Coastal Plain Small Stream Swamp wetland community, generating 11,881 stream mitigation units and 64.0 wetland mitigation units. The stream design addressed vertical instability problems and a lack of bed variability by stabilizing stream banks, installing in-stream structures, adjusting stream planform, reconnecting the stream to the historic floodplain and replanting the riparian areas with native vegetation. The wetlands were restored by filling ditches, creating microtopography, and planting native trees and shrubs. This report describes the findings from the first year of monitoring that took place in 2009. The riparian buffer and the restored wetlands were planted with bare root trees and shrubs, and the stream banks were planted with live stakes. Vegetation monitoring plots were established during the as-built survey and included 15 monitoring plots placed throughout the stream buffer and 30 monitoring plots installed in the restored wetland. Vegetation must meet a minimum average density of 320 stems/acre after five years. The first-year monitoring counted an average of 517 stems/acre in the stream plots and 489 stems/acre in the wetland plots. The first-year monitoring found the vegetation component of the project to be on track to meeting the success criteria. The stream assessment completed during first-year monitoring found the stream to be stable and functioning properly. Channel dimensions have not changed significantly from the as-built conditions. Small portions of localized bank erosion and bed degradation have been noted. These areas have been documented in the Current Condition Plan View. The on-site stream gauges have not recorded any bankfull events since the project was constructed in March 2009. During the 2009 monitoring year, wetland hydrology was achieved at all seven groundwater monitoring wells in the restoration area and the reference well. To meet the hydrology success criterion, the water table of the restored wetlands must be within 12” of the soil surface continuously for at least 5% (12.5 days) of the 251-day growing season during a year experiencing average rainfall. The daily rainfall data depicted on the gauge data graphs were obtained from the on-site precipitation gauge. The precipitation gauge was installed at the site after the completion of construction. The daily rainfall data obtained from a local weather station show that the area had average rainfall during the 2009 growing season and the values correlated to the precipitation data recorded on-site.

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

1.0

PROJECT BACKGROUND Project Goals and Objectives The goals and objectives of the restoration project are as follows: Restoration Goals: ƒ Restore the site’s riparian buffers and forested wetlands. ƒ Create a stable stream and wetland complex through an interconnected floodplain corridor. Restoration Objectives: ƒ Connect the new stream planform to its original floodplain. ƒ Fill and plug ditches in the drained hydric soils to restore saturated hydrologic conditions to the upper soil horizons. ƒ Plant a functional Coastal Plain Small Swamp Stream community to create an effective riparian buffer and wetland complex. ƒ Exclude livestock from the riparian and wetland areas with fencing.

1.1

Project Structure, Restoration Type, and Approach The pre-restoration channel of NPAC was moved and channelized to maximize the use of an agricultural field adjacent to Powell Farm Road. The other significant hydrologic alterations to the site included ditched wetlands and straightened tributaries that helped convey water through the property. Due to the clearing of the riparian areas, the streams were experiencing significant bank erosion prior to restoration. In addition to the ditching that was installed in the historic wetlands, ponds were also built to attract migratory waterfowl. The project restored, enhanced and preserved 13,044 linear feet of channel using a combination of Priority 1 and 2 Approaches, along with Enhancement II, and 111.9 acres of Coastal Plain Small Stream Swamp wetland community, generating 11,881 stream mitigation units and 64.0 wetland mitigation units (Table 1).

1.1.1

Project Streams

The three design reaches of NPAC (Stations 10+00 to 76+00) were restored to C5 channels. Following a Priority 1 approach, the channel was relocated to its historic location and the bed elevation was brought up, reconnecting the stream to the original floodplain. At Station 10+00, the restored channel begins online at the culvert under Powell Farm Road. At Station 21+00, the channel leaves the pre-restoration location and was returned to the adjacent forest in the location of its historic channel. The new channel comes back online at the end of the project at Station 76+00. T1.1 and T1.2 (Stations 80+00 to 88+25 and Stations 90+00 to 99+80, respectively) were both restored to C5/B5c headwater channels. At the confluence of these two channels, T1 begins. T1 (Stations 100+00 to 108+84) was restored using the same approach as T1.1 and T1.2. A 31’-wide easement exception occurs at Station 101+00, where a ford crossing was installed for the landowner. The restoration created a new planform, profile, and dimension and increased the sinuosity of these previously straightened channels with a combination of Priority 1 and 2 approaches. Grade control structures such as log sills and step pools were installed along the new channels to create a stable Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

1

profile. This restoration also created a bankfull bench in entrenched sections and reconnected the stream to the existing floodplain in others. T2 was divided into two reaches based on the changing slope of the tributary. T2A (Stations 110+00 to 115+00) was restored to a C5/B5c stream and T2B (Stations 115+00 to 120+22) was restored to an E5 stream type. The hydrologic source for the channel is a seep at the top of T2A. The restoration created a new planform, profile, and dimension and increased the sinuosity of the previously straightened channel with a combination of Priority 1 and 2 approaches. Grade control structures such as log sills and step pools were installed along the new channels to create a stable profile. This restoration created a bankfull bench in some places and reconnected the stream to the existing floodplain in others. T3 (Stations 130+00 to 141+67) is comprised of a single reach that was restored to a C5 channel. This channel was restored using a Priority 1 approach, with a new planform, profile, and dimension being reconnected to the original floodplain. Two drainage ditches that were adjacent to T3 were filled as pert of the wetland restoration, reestablishing T3 as the primary hydrologic feature in this area. T4 is separated into two reaches. The first reach (Stations 150+00 to 151+80) was enhanced (EII) by planting portions of the easement that had been logged and removing significant amounts of logging debris that had accumulated in the channel, creating unstable conditions. The second reach (Stations 151+80 to 164+20) was preserved. Near Station 162+00, the stream flows out of the easement for approximately 100 feet, but then comes back into the easement. The stationing continues from where the stream left the easement.

1.1.2

Project Wetlands

Wetland Area 1 preserves approximately 46 acres of well-vegetated palustrine forested, scrub-shrub and emergent wetlands that are along the floodplain of the NPAC. The preservation area is dominated by various wetland sedges, rushes and persistent emergent vegetation, but also contains large scrub-shrub alder thickets that are permanently inundated. Starting from the west and continuing to the east, Wetland Area 2 is located in the general vicinity of Tributary 1. Portions of this area, which is comprised of six wetlands separated by the restored stream, were historically cleared as part of the site’s agricultural operations. This area was enhanced through the planting of bare root material. This wetland also borders the restored NPAC channel, and because NPAC has been reconnected to its floodplain, overbank flooding inundates the adjacent wetlands. Enhancement in Wetland Area 3 took place in the central portion of the site. The wetland includes a shallow pond and adjacent overbank areas of NPAC. Wetland Area 3 is located adjacent to a section of NPAC where overbank flows will have regular access to the floodplain, thus increasing hydrology to the wetlands. This area was planted with wetland trees and shrubs and graded to eliminate the manmade berms that impounded excess surface water. Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

2

Wetland Area 4 is located in an area that was heavily manipulated by the landowner to create a series of shallow impoundments intended to attract migratory waterfowl. The impoundments contained water control structures that allowed the landowner to manipulate water levels within the impoundments. These impoundments were regraded to create a mosaic of vegetated wet hummocks throughout the wetland. Wetland W4 serves as a transitional area between the ponded features and the wetland preservation area. This area was planted with bare root seedlings and treated to control invasive species. Wetland Area 5 includes all the site’s restored wetlands. These areas are within the floodplain of the NPAC and its tributaries, which had historically been hydrologically altered to allow for agricultural production. Four main construction techniques were utilized to restore these wetland areas: 1. Raising the elevation of the NPAC and its tributaries to re-establish an active floodplain connected to the adjacent wetlands. 2. Filling existing ditches and removing tile drains to discourage rapid groundwater discharge to surface water receptors. 3. Scarifying the top 0.5’of organic surface soil to re-establish soil structure and allow for increased surface storage (microtopography). This material was not removed from the site, but simply re-worked to maximize the ability of the surface soils to retain surface and groundwater hydrology. 4. Planting native species of wetland plants and shrubs. Table 1 below provides a summary of the mitigation actions and units generated from this project.

1.2

Location and Setting The Farrar Dairy Site is located off of Farrar Dairy Road in southern Harnett County, North Carolina, and is approximately 8.5 miles southwest of Lillington, North Carolina (Figure 1). To reach the site from Raleigh, drive south out of Raleigh on US 401 toward Fuquay-Varina, continuing south from Fuquay-Varina on US-401/US-421 toward Lillington. Turn right onto NC-210 and continue south through Lillington for approximately 6.5 miles to Darroch Road. Turn right onto Darroch Road and continue approximately 3 miles to Powell Farm Road. Turn left onto Powell Farm Road, drive approximately 1.5 miles and the entrance to the site will be on the left through the driveway of the red ranch style home.

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

3

F pe Ca ver Ri

£ ¤ 421

r ea

ROCKINGHAM

Lillington

Harnett County, North Carolina

£ ¤ 401

27

r ro

ch

Rd

Lem ue l Bl a c

kR d

r Dairy

Farra

Pow e ll F

ar m Rd

Rd

Da

210

r Upper Little Rive

Ú Ê HARNETT COUNTY

WAKE

CHATHAM

Spring Lake

we Lo

i rL

ve Ri e l tt

£ ¤ 401

LEE

r

HARNETT

MOORE

CUMBERLAND COUNTY

HOKE

Ú Ê

CUMBERLAND

Figure 1. Vicinity Map

Ú Ê

Project Site Location Major Roads

²

Other Roads

Major Rivers

Municipalities

County Boundaries

2

1:126,720 1 inch equals 2 miles 1 0

JOHNSTON

2

Miles

SAMPSON

T1.2

Figure 2 - Farrar Dairy Stream and Wetland Restoration Site Map T1.1

Project Easement Boundary

Wetland Restoration (43.8 ac)

Enhancement II

Wetland Enhancement (22.1 ac)

Preservation

Wetland Preservation (45.9 ac)

Restoration 1:7,200 1 inch equals 600 feet

Other Streams

T1

Reach Breaks Source: Orthoimagery 2008, Harnett County GIS/Land Records

Wetland Area 2 Enhancement

NPAC-1

Wetland Area 3 Enhancement

Wetland Area 4 Enhancement

T2A

Wetland Area 1 Preservation

T2B NPAC-2

NPAC-3 T3

Wetland Area 5 Restoration

T4.2 T4.1

600

300

0

² 600 Feet

1.3

Project History and Background

R = Restoration E= Enhancement II P= Preservation

Approach

As - Built Footage or Acreage

Project Segment / Reach ID 4,565 NPAC 864 T1.1 995 T1.2 818 T1 T2A 977 T2B 1,335 T3 180 T4.1 1,240 T4.2 TOTAL

Type

PreRestoration Feet

Table 1. Project Restoration Components Farrar Dairy Stream and Wetland Restoration Site Project Streams

R R R R R R R E II P

P1 P1/2 P1/2 P1/2 P1/2 P1/2 P1 -

6,746 825 980 884 500 522 1,167 180 1,240 13,044

Stationing 10+00-77+46 80+00-88+25 90+00-99+80 100+00-108+84 110+00-115+00 115+00-120+22 130+00-141+67 150+00-151+80 151+80-164+20

Stream Mitigation Units (SMU) 6,714* 825 980 853* 500 522 1,167 72 248 11,881

P1 = Priority 1 P2 = Priority 2

* Easement exceptions for landowner ford crossings were excluded for these calculations.

P E E E R

45.93 6.88 2.57 12.67 43.8 111.85

Community Type

Acreage

Project Segment Area 1 Area 2 Area 3 Area 4 Area 5 TOTAL

Type

Project Wetlands

Coastal Plain Coastal Plain Coastal Plain Coastal Plain Coastal Plain

Wetland Mitigation Units (WMU) 9.19 3.44 1.29 6.34 43.8 64.06

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

6

Table 2. Project Activity and Reporting History Farrar Dairy Stream and Wetland Restoration Activity or Report Final Design - Wetland Construction - Wetland Planting - Wetland Restoration Plan Final Design - Stream Construction - Stream Planting - Stream Mitigation Plan / As-Built (Year 0 Monitoring - Baseline) Year 1 Monitoring

Data Collection Complete Jun 05 N/A N/A 2007 2007 N/A N/A May 09 Dec 09

Completion or Delivery May 08 Mar 09 Mar 09 May 08 May 08 Mar 09 Jan 08 Jun 09 Dec 09

Table 3. Project Contact Table Farrar Dairy Stream and Wetland Restoration KCI Technologies, Inc. Design Firm Landmark Center II, Suite 220 4601 Six Forks Rd. Raleigh, NC 27609 Contact: Mr. Tim Morris Phone: (919) 278-2512 Fax: (919) 783-9266 Land Mechanics, Inc. Construction Contractor 126 Circle G Lane Willow Springs, NC 27592 Contact: Mr. Lloyd Glover Phone: (919) 639-6132 Fax: (919) 639-7079 Bruton Nurseries and Landscapes Planting Contractor PO Box 1197 Freemont, NC 27830 Contact: Mr. Charlie Bruton Phone: (919) 242-6555 Monitoring Performers KCI Technologies, Inc. MY-00 - MY-05 Landmark Center II, Suite 220 4601 Six Forks Rd. Raleigh, NC 27609 Contact: Mr. Adam Spiller Phone: (919) 278-2514 Fax: (919) 783-9266

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01

7

Table 4. Project Background Table Farrar Dairy Stream and Wetland Restoration Site Project County Physiographic Region Ecoregion Project River Basin USGS HUC for Project and Reference

NCDWQ Sub-basin for Project and Reference

Drainage Area Stream Order Watershed Type (Rural, Urban, Developing, etc.) Watershed LULC Distribution Urban Ag-Row Crop Ag-Livestock Forested Water/Wetlands Watershed impervious cover (%) Rosgen Classification of As-built (Stream) NCDWQ Classification for Project Within EEP Watershed Plan? Any portion of the project segment upstream of a 303d listed segment? Reasons for 303d Listing or Stressor Total project acreage of easement Total planted acreage WRC Class (Warm, Cool, Cold) Species of concern, endangered etc. Pre-construction Beaver activity? Dominant Soil Types % of Project Easement Fenced

Harnett County Coastal Plain Sand Hills Cape Fear 03030004110010 (Anderson Creek) 03030004150050 (Little Rockfish Creek - reference) 03030002050100 (UT to Wilkinson Creek - reference) 03-06-14 (Anderson Creek) 03-06-15 (Little Rockfish Creek - reference) 03-06-04 (UT to Wilkinson Creek - reference) 5.7 sq. mi. First and Second Order Rural 60 1.6 2.4 30.0 12.0 >3.0 1.0

Design Max

Min 18.4 >60 1.4 2.3 26.5 12.4 >3.0 1.0

Mean 19.6 >60 1.5 2.5 29.1 13.2 >3.0 1.0

As-built Max 20.7 >60 1.6 2.7 32.2 14.4 >3.0 1.0

n 4 4 4 4 4 4 4 4

11

KCI Associates of North Carolina 2009 - MY01

3.0 3.3 3.5 45.4 47.3 49.1 Bankfull Cross-Sectional Area (ft2) 8.4 8.8 9.1 Width/Depth Ratio 14.3 14.9 15.4 Entrenchment Ratio 1.0 Bank Height Ratio Pattern * 25 36 Channel Beltwidth (ft) 35 60 35 60 * 22 36 Radius of Curvature (ft) 20 35 20 35 * 1.0 1.8 Rc:Bankfull width (ft/ft) 1.1 1.8 1.0 1.8 * 119 325 Meander Wavelength (ft) 95 150 95 150 * 1.2 1.8 Meander Width Ratio 1.8 3.2 1.8 3.1 Profile Riffle Length (ft) 11 24 38 20 0.0210 0.0010 0.0080 Riffle Slope (ft/ft) 0.0030 0.0034 0.0059 0.0007 0.0034 0.0098 20 8 42 27 81 Pool Length (ft) 20 40 9 30 57 20 60 97 68 123 Pool Spacing (ft) 65 95 62 79 99 20 Substrate and Transport Parameters 7% / 57% / 32% / 3% / 0% / 1% 0% / 100% / 0% / 0% / 0% / 0% 6% / 81% / 15% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% 0.0 / 0.18 / 0.25 / 1.8 / 9.0 0.12 / 0.28 / 0.42 / 11 / 45 d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 2,179 620 4,541 4,528 Channel length (ft) 3.92 16.48 3.92 3.92 Drainage Area (SM) C/E5 E5 C5 C5 Rosgen Classification 1.00 1.30 1.30 1.39 Sinuosity 0.0040 0.0020 0.0020 0.0020 Water Surface Slope (ft/ft) *There was no defined pattern for the NPAC due to the stream being channelized. -The As-built Dimension is from The monitored riffle cross-sections on this reach.A36 -The As-built Pattern and Profile data is calculated from the monitored longitudinal profile for NPAC, which contains parts of both NPAC 1 and 2.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6a. NPAC-1 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

Quantitative Measures Summary Tables

Farrar Dairy Stream and Wetland Restoration Site

2.2.2

Min

Mean Med 13.2 >75 2.4 3.9 31.2 5.6 5.7 1.0

Max n 1 1 1 1 1 1 1 1

Mean 20.3

3.3 47.3 8.8 14.9

Min 19.5

3.0 45.4 8.4 14.3

300 2.3

Med

3.5 49.1 9.1 15.4

Max 21.0

Reference Reach(es) Data n 2 2 2 2 2 2 2 2

Min 19.6 >60 1.6 2.4 32.0 12.0 >3.0 1.0

Design Max

Min 19.5 >60 1.6 2.7 35.8 10.6 >3.0 1.0

Mean 21.1 >60 1.7 3.1 35.9 12.5 >3.0 1.0

As-built Max 22.6 >60 1.8 3.4 35.9 14.3 >3.0 1.0

Farrar Dairy Stream and Wetland Restoration Site

12

7 7 8 8

n 2 2 2 2 2 2 2 2

KCI Associates of North Carolina 2009 - MY01

Bankfull Cross-Sectional Area (ft ) Width/Depth Ratio Entrenchment Ratio 1.0 Bank Height Ratio Pattern * 25 36 Channel Beltwidth (ft) 35 60 35 60 * 22 36 Radius of Curvature (ft) 20 35 20 35 * 1.0 1.8 Rc:Bankfull width (ft/ft) 1.0 1.8 1.0 1.7 * 119 325 Meander Wavelength (ft) 95 150 95 150 * 1.2 1.8 Meander Width Ratio 1.8 3.1 1.7 2.8 Profile Riffle Length (ft) 7 22 29 0.0210 0.0010 0.0080 Riffle Slope (ft/ft) 0.0030 0.0037 0.0075 0.0007 0.0099 0.0236 8 42 27 81 Pool Length (ft) 20 40 14 23 41 60 97 68 123 Pool Spacing (ft) 50 80 61 74 93 Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% 6% / 81% / 15% / 0% / 0% / 0% 21% / 45% / 31% / 2% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% 0.0 / 0.18 / 0.25 / 1.8 / 9.0 0.062 / 0.11 / 0.32 / 17 / 35 d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 985 620 1,185 1,212 Channel length (ft) 4.65 16.48 4.65 4.65 Drainage Area (SM) C/E5 E5 C5 C5 Rosgen Classification 1.00 1.30 1.30 1.25 Sinuosity 0.0040 0.0020 0.0030 0.0039 Water Surface Slope (ft/ft) *There was no defined pattern for the NPAC due to the stream being channelized. -The As-built Dimension is from The monitored riffle cross-sections on this reach. -The As-built Pattern and Profile data is calculated from the monitored longitudinal profile for NPAC, which contains parts of both NPAC 1 and 2.

2

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6b. NPAC-2 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

Reference Reach(es) Data

Design

Farrar Dairy Stream and Wetland Restoration Site

13

Min Mean Med Min Mean Med Max Max n n Min Max Dimension - Riffle 13.2 19.5 20.3 21.0 Bankfull Width (ft) 1 2 21.0 >75 300 Floodprone Width (ft) 1 2 >60 2.4 2.3 Bankfull Mean Depth (ft) 1 2 1.7 3.9 3.0 3.3 3.5 Bankfull Max Depth (ft) 1 2 2.6 31.2 45.4 47.3 49.1 1 2 36.7 Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio 1 2 12.0 5.6 8.4 8.8 9.1 Entrenchment Ratio 1 2 >3.0 5.7 14.3 14.9 15.4 1.0 1.0 Bank Height Ratio 1 2 1.0 Pattern Channel Beltwidth (ft) 35 60 * 25 36 Radius of Curvature (ft) 20 35 * 22 36 Rc:Bankfull width (ft/ft) 1.0 1.7 * 1.0 1.8 Meander Wavelength (ft) 105 265 * 119 325 * 1.2 1.8 Meander Width Ratio 1.7 2.9 Profile Riffle Length (ft) Riffle Slope (ft/ft) 0.0030 0.0040 0.0054 0.0210 0.0010 0.0080 Pool Length (ft) 10 40 8 42 27 81 60 97 68 123 Pool Spacing (ft) 85 145 Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% 6% / 81% / 15% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% 0.0 / 0.18 / 0.25 / 1.8 / 9.0 d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 880 620 998 Channel length (ft) 4.82 16.48 4.82 Drainage Area (SM) C/E5 E5 C5 Rosgen Classification 1.00 1.30 1.30 Sinuosity 0.0040 0.0020 0.0030 Water Surface Slope (ft/ft) *There was no defined pattern for the NPAC due to the stream being channelized. -The As-built Dimension is from the monitored riffle cross-sections on this reach. -The as-built survey was completed on NPAC-3, but the monitored detailed longitudinal profile for NPAC does not run through NPAC-3.

Table 6c. NPAC-3 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter Mean 24.2 >60 2.3 3.6 55.8 10.5 >3.0 1.0

60 36 1.5 265 2.5

Max

n 1 1 1 1 1 1 1 1

KCI Associates of North Carolina 2009 - MY01

1,006 4.82 C5 1.09

21% / 45% / 31% / 2% / 0% / 0% 0.062 / 0.11 / 0.32 / 17 / 35

35 22 0.9 105 1.4

Min

As-built

Min 3.5 6 0.4 0.9 2.0 6.2 1.7 1.7

Mean Med 4.3 11 0.5 1.0 2.0 9.4 7.4 3.1

Max 5.0 15 0.6 1.1 2.0 12.5 13.0 4.4

n 2 2 2 2 2 2 2 2

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern 10 21 Channel Beltwidth (ft) 6 13 Radius of Curvature (ft) 0.7 2.5 Rc:Bankfull width (ft/ft) 42 44 Meander Wavelength (ft) 1.1 4.1 Meander Width Ratio . # Riffle Length (ft) # Riffle Slope (ft/ft) # Pool Length (ft) # Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 864 Channel length (ft) 0.02 Drainage Area (SM) G5 Rosgen Classification 1.12 Sinuosity 0.0240 Water Surface Slope (ft/ft) # No flow during survey, therefore these dimensions were not recorded.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6d. Trib 1.1 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

21 0.0380 7 31

8 0 2 19

Max 6.9 29 0.4 0.7 2.4 19.8 4.9 1.0 17 13 2.0 45 2.7 14 0.0144 5 25

Mean 6.4 23 0.4 0.7 2.4 17.5 3.6 1.0 13 8 1.3 30 2.0

Min 5.9 16 0.3 0.6 2.3 15.1 2.3 1.0

22 22 21 21

n 2 2 2 2 2 2 2 2

14

KCI Associates of North Carolina 2009 - MY01

825 0.02 C5 1.12 0.0131

827 0.02 C5/B5c 1.13 0.0140

0.0180 5 30

17 13 2.9 45 3.8

Max

204 0.15 B4c 1.20 0.0120

0.0170 2 15

13 8 1.8 30 2.9

Min 4.5 >9 0.5 0.7 2.0 10.0 >2 1.0

As-built

13% / 64% / 23% / 0% / 0% / 0% 0.07 / 0.14 / 0.29 / 8.6 / 15

n 3 3 3 3 3 3 3 3

Design

0% / 100% / 0% / 0% / 0% / 0%

0.0280 9

Max 8.3 16 0.9 1.4 7.0 11.4 2.1

0.0120 5

22

Med 7.7 13 0.8 1.3 6.2 9.6 2.1 1.0

23 3.0 59 2.9

Mean 7.9 14 0.8 1.3 6.4 9.8 1.9

11 1.0 49 2.0

Min 7.7 13 0.7 1.1 6.1 8.5 1.6

Reference Reach(es) Data

Min 3.6 7 0.9 2.1 5.8 2.2 2.0 1.1

Mean Med 5.0 34 1.3 2.2 5.8 4.7 5.7 1.6

Max 6.4 60 1.6 2.2 5.8 7.1 9.4 2.0

n 2 2 2 2 2 2 2 2

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern 22 34 Channel Beltwidth (ft) 8 11 Radius of Curvature (ft) 1.4 3.7 Rc:Bankfull width (ft/ft) 54 74 Meander Wavelength (ft) 3.9 11.3 Meander Width Ratio Profile # Riffle Length (ft) # Riffle Slope (ft/ft) # Pool Length (ft) # Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 1,006 Channel length (ft) 0.10 Drainage Area (SM) G5 Rosgen Classification 1.10 Sinuosity 0.0130 Water Surface Slope (ft/ft) # No flow during survey, therefore these dimensions were not recorded.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6e. Trib 1.2 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

35 0.0234 13 50

21 0.0115 3 29

Max 8.3 46 0.8 1.2 5.7 12.1 5.5 1.0 26 20 2.6 75 3.4 25 0.0178 6 37

Mean 7.6 36 0.8 1.2 5.5 10.7 4.7 1.0 17 13 1.7 54 2.2

Min 6.9 26 0.7 1.2 5.2 9.2 3.8 1.0

15

n 2 2 2 2 2 2 2 2

14 14 14 14

KCI Associates of North Carolina 2009 - MY01

980 0.10 C5/B5c 1.14 0.0142

986 0.10 C5/B5c 1.14 0.0130

0.0180 9 40

26 20 2.6 75 3.4

Max

620 16.48 E5 1.30 0.0020

0.0150 4 20

17 13 1.7 54 2.2

Min 7.6 >15.2 0.8 1.2 5.8 10.0 >2 1.0

As-built

22% / 76% / 3% / 0% / 0% / 0% 0.062 / 0.079 / 0.1 / 0.22 / 0.44

n 3 3 3 3 3 3 3 3

Design

0% / 100% / 0% / 0% / 0% / 0%

0.0280 9

Max 8.3 16 0.9 1.4 7.0 11.4 2.1

0.0120 5

22

Med 7.7 13 0.8 1.3 6.2 9.6 2.1 1.0

23 3.0 59 2.9

Mean 7.9 14 0.8 1.3 6.4 9.8 1.9

11 1.0 49 2.0

Min 7.7 13 0.7 1.1 6.1 8.5 1.6

Reference Reach(es) Data

Min ^ ^ ^ ^ ^ ^ ^ ^

Mean Med

Max n

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern 8 16 Channel Beltwidth (ft) 6 20 Radius of Curvature (ft) ^ Rc:Bankfull width (ft/ft) 22 50 Meander Wavelength (ft) ^ Meander Width Ratio Profile ^ Riffle Length (ft) ^ Riffle Slope (ft/ft) ^ Pool Length (ft) ^ Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 370 Channel length (ft) 0.18 Drainage Area (SM) DA5 Rosgen Classification 1.19 Sinuosity 0.0100 Water Surface Slope (ft/ft) ^ These existing conditions data were not collected on T1.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6f. Trib 1 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

37 0.0350 21 59

6 0.0077 3 37

Max 10.3 >60 1.0 1.9 9.7 10.9 >3.0 1.0 40 25 2.6 90 4.2 24 0.0184 9 46

Mean 9.5 >60 1.0 1.8 9.0 10.0 >3.0 1.0 23 15 1.6 55 2.4

Min 8.6 >60 0.9 1.7 8.2 9.0 >3.0 1.0

16

n 2 2 2 2 2 2 2 2

12 12 9 9

KCI Associates of North Carolina 2009 - MY01

884 0.18 C5/B5c 1.21 0.0112

881 0.18 C5/B5c 1.22 0.0110

0.0180 12 55

40 25 2.5 90 4.0

Max

620 16.48 E5 1.30 0.0020

0.0150 5 35

23 15 1.5 55 2.3

Min 10.0 >20 1.0 1.6 10.0 10.0 >2 1.0

As-built

22% / 76% / 3% / 0% / 0% / 0% 0.062 / 0.079 / 0.1 / 0.22 / 0.44

n 3 3 3 3 3 3 3 3

Design

0% / 100% / 0% / 0% / 0% / 0%

0.0280 9

Max 8.3 16 0.9 1.4 7.0 11.4 2.1

0.0120 5

22

Med 7.7 13 0.8 1.3 6.2 9.6 2.1 1.0

23 3.0 59 2.9

Mean 7.9 14 0.8 1.3 6.4 9.8 1.9

11 1.0 49 2.0

Min 7.7 13 0.7 1.1 6.1 8.5 1.6

Reference Reach(es) Data

Min

Mean Med 3.6 4 0.7 1.0 2.5 5.2 1.1 3.5

Max n 1 1 1 1 1 1 1 1

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern * Channel Beltwidth (ft) * Radius of Curvature (ft) * Rc:Bankfull width (ft/ft) * Meander Wavelength (ft) * Meander Width Ratio Profile # Riffle Length (ft) # Riffle Slope (ft/ft) # Pool Length (ft) # Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 423 Channel length (ft) 0.04 Drainage Area (SM) G5 Rosgen Classification 1.00 Sinuosity 0.0260 Water Surface Slope (ft/ft) # No flow during survey, therefore these dimensions were not recorded. *There was no defined pattern for T2 due to the stream being channelized.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6g. Trib 2A Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

28 # 28 70

8 # 2 14

Max

17 10 1.8 45 3.0 15 # 7 31

Mean 5.7 30 0.5 0.8 2.8 11.6 5.3 1.0 11 8 1.4 35 1.9

Min

17

n 1 1 1 1 1 1 1 1

17 # 17 17

KCI Associates of North Carolina 2009 - MY01

500 0.04 C5/B5c 1.13 #

500 0.04 C5/B5c 1.16 0.0180

0.018 6 25

17 10 2.0 45 3.4

Max

620 16.48 E5 1.30 0.0020

0.016 2 15

11 8 1.6 35 2.2

Min 5.0 >10 0.5 0.8 2.5 10.0 >2 1.0

As-built

22% / 76% / 3% / 0% / 0% / 0% 0.062 / 0.079 / 0.1 / 0.22 / 0.44

n 3 3 3 3 3 3 3 3

Design

0% / 100% / 0% / 0% / 0% / 0%

0.028 9

Max 8.3 16 0.9 1.4 7.0 11.4 2.1

0.012 5

22

Med 7.7 13 0.8 1.3 6.2 9.6 2.1 1.0

23 3.0 59 2.9

Mean 7.9 14 0.8 1.3 6.4 9.8 1.9

11 1.0 49 2.0

Min 7.7 13 0.7 1.1 6.1 8.5 1.6

Reference Reach(es) Data

Min

Mean Med 4.5 8 0.6 0.9 2.5 8.1 1.8 3.2

Max n 1 1 1 1 1 1 1 1

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern * Channel Beltwidth (ft) * Radius of Curvature (ft) * Rc:Bankfull width (ft/ft) * Meander Wavelength (ft) * Meander Width Ratio Profile # Riffle Length (ft) # Riffle Slope (ft/ft) # Pool Length (ft) # Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 554 Channel length (ft) 0.04 Drainage Area (SM) G5 Rosgen Classification 1.22 Sinuosity 0.0080 Water Surface Slope (ft/ft) *There was no defined pattern for T2 due to the stream being channelized. # No flow during survey, therefore these dimensions were not recorded.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6h. Trib 2B Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter n 3 3 3 3 3 3 3 3

0.0170 30 40

0.0090 10 30

18

509 0.04 E5 1.22 0.0080

40 20 3.8 90 7.5

Max

23 15 2.8 70 4.3

Min 5.3 >25 0.5 0.8 2.6 11.0 >2.4 1.0

28 # 28 70

8 # 2 14

Max

40 20 3.8 90 7.7 15 # 7 31

Mean 5.2 >60 0.5 0.8 2.5 10.8 >3.0 1.0 23 15 2.9 70 4.4

Min

n 1 1 1 1 1 1 1 1

17 # 17 17

KCI Associates of North Carolina 2009 - MY01

522 0.04 E5 1.23 #

48 47 7.0 84 7.2

Max 7.9 88 1.0 1.3 6.7 11.3 13

529 0.35 E5 1.30 0.0070

45

Med 7.1 68 0.9 1.1 5.8 8.0 8.6 1.0

As-built

22% / 76% / 3% / 0% / 0% / 0% 0.062 / 0.079 / 0.1 / 0.22 / 0.44

Mean 7.2 63 0.9 1.2 6.1 8.9 8.8

Design

0% / 100% / 0% / 0% / 0% / 0% 0.28 / 0.37 / 0.44 / 0.82 / 0.97

15 21 2.7 43 1.9

Min 6.7 34 0.7 1.1 5.7 7.4 4.9

Reference Reach(es) Data

Min 12.3 50 1.0 2.3 20.0 7.6 3.6 1.0

1.3 2.8 20.1 13.3 3.9 1.2

Mean Med 15.9

Max 19.5 >70 1.6 3.2 20.1 18.9 4.1 1.4

n 2 2 2 2 2 2 2 2

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Cross-Sectional Area (ft2) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Pattern * Channel Beltwidth (ft) * Radius of Curvature (ft) * Rc:Bankfull width (ft/ft) * Meander Wavelength (ft) * Meander Width Ratio Profile # Riffle Length (ft) # Riffle Slope (ft/ft) # Pool Length (ft) # Pool Spacing (ft) Substrate and Transport Parameters 0% / 100% / 0% / 0% / 0% / 0% SC% / Sa% / G% / C% / B% / Be% d16 / d35 / d50 / d84 / d95 (mm) Additional Reach Parameters 1,335 Channel length (ft) 0.39 Drainage Area (SM) C5/E5 Rosgen Classification 1.00 Sinuosity 0.0020 Water Surface Slope (ft/ft) *There was no defined pattern for T3 due to the stream being channelized. # No flow during survey, therefore these dimensions were not recorded.

Dimension - Riffle Bankfull Width (ft) Floodprone Width (ft) Bankfull Mean Depth (ft) Bankfull Max Depth (ft)

Table 6i. Trib 3 Baseline Stream Summary Farrar Dairy Site Pre-Existing Condition Parameter

35 0.0058 21 115

12 0.0000 3 45

Max 18.4 >60 1.2 1.9 21.4 15.8 >3 1.0 45 28 1.7 125 2.7 21 0.0023 13 64

Mean 16.7 >60 1.2 1.9 19.9 14.0 >3 1.0 35 20 1.2 80 2.1

Min 14.9 >60 1.2 1.9 18.4 12.1 >3 1.0

19

n 2 2 2 2 2 2 2 2

11 11 9 9

KCI Associates of North Carolina 2009 - MY01

1,167 0.39 C5 1.17 0.0211

1,151 0.39 C5 1.17 0.0030

0.0050 20 70

45 28 1.8 125 2.9

Max

620 16.48 E5 1.30 0.0020

0.0020 12 45

35 20 1.3 80 2.3

Min 15.5 >31 1.3 2.0 20.0 12.0 >2 1.0

As-built

22% / 76% / 3% / 0% / 0% / 0% 0.062 / 0.079 / 0.1 / 0.22 / 0.44

n 2 2 2 2 2 2 2 2

Design

6% / 81% / 15% / 0% / 0% / 0% 0.0 / 0.18 / 0.25 / 1.8 / 9.0

0.0280 25 59

3.5 49.1 9.1 15.4

Max 21.0

0.0130 3 30

1.0

300 2.3

Med

36 36 1.8 325 1.8

3.3 47.3 8.8 14.9

Mean 20.3

25 22 1.0 119 1.2

3.0 45.4 8.4 14.3

Min 19.5

Reference Reach(es) Data

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Cross-Section 2 NPAC 1

Cross-Section 3 NPAC 1

0.07 0.22 0.06 0.12

0.14 0.49

Cross-Section 5 NPAC 1

0.06 0.11

0.18 0.44

Cross-Section 6 NPAC 1

0.54 0.82

0.11 0.40

20

0.09 0.37

0.09 0.38

0.12 0.29

0.07 0.26 KCI Associates of North Carolina 2009 - MY01

MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 18.9 18.5 18.4 18.0 20.4 18.6 >60 >60 24.7 26.7 26.5 24.6 26.6 25.1 1.3 1.4 1.4 1.3 1.4 1.5 2.8 3.2 2.3 3.0 2.3 3.1 12.8 13.1 >3.0 >3.0 1.0 1.0 20.9 20.1 19.2 22.2 22.0 19.9 1.2 1.3 1.4 1.1 1.2 1.3

Cross-Section 4 NPAC 1

0.09 0.65

MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 19.6 20.0 20.9 23.9 19.6 16.0 >60 >60 >60 >60 31.0 31.7 29.2 28.8 26.6 19.9 1.6 1.4 1.2 1.4 1.6 1.2 2.4 3.3 3.2 2.5 2.7 2.0 12.4 12.6 14.4 12.9 >3.0 >3.0 >3.0 >3.0 1.0 1.0 1.0 1.0 20.5 20.9 22.3 25.0 20.5 16.9 1.5 1.5 1.3 1.2 1.3 1.2

Cross-Section 1 NPAC 1

Table 7b. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Table 7a. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

0.06 0.10

0.06 0.10

MY0 22.6 >60 35.8 1.6 2.7 14.3 >3.0 1.0 23.7 1.5

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Width (ft) Floodprone Width (ft) Bankfull Cross-Sectional Area (ft2) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) 0.06 d84 (mm) 3.10

Dimension

21

1.40 3.00

0.29 0.44

0.71 0.90

0.49 9.60

Cross-Section 11 NPAC-3

0.11 0.66

MY1 MY2 MY3 MY4 MY5 MY0 21.6 22.3 >60 42.0 53.1 1.9 2.2 3.2 3.5 8.7 >3.0 1.0 23.1 23.9 2.3 1.8

0.06 0.10

MY1 MY2 MY3 MY4 MY5 MY0 18.9 22.9 >60 36.0 35.0 1.6 1.9 3.4 3.6 10.2 >3.0 1.0 20.6 24.5 1.7 1.5

Cross-Section 8 NPAC-2

MY1 MY2 MY3 MY4 MY5 MY0 21.0 24.2 >60 >60 34.0 55.8 1.6 2.3 2.8 3.6 13.0 10.5 >3.0 >3.0 1.0 1.0 22.0 23.5 1.5 2.3

0.06 0.07

MY1 MY2 MY3 MY4 MY5 MY0 20.0 19.5 >60 >60 30.7 35.9 1.5 1.8 2.9 3.4 13.0 10.6 >3.0 >3.0 1.0 1.0 21.0 24.9 1.5 1.4

MY0 20.7 >60 32.2 1.6 2.7 13.3 >3.0 1.0 21.5 1.5

Cross-Section 7 NPAC-1

Table 7d. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site Parameter Cross-Section 10 NPAC-2

Bankfull Width (ft) Floodprone Width (ft) Bankfull Cross-Sectional Area (ft2) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Table 7c. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Cross-Section 12 NPAC-3

0.23 0.40

KCI Associates of North Carolina 2009 - MY01

MY1 MY2 MY3 MY4 MY5 21.0 38.0 1.8 3.5 23.0 1.7

0.29 0.69

MY1 MY2 MY3 MY4 MY5 22.2 34.3 1.5 3.2 23.9 1.4

Cross-Section 9 NPAC-2

Cross-Section 16 T1.2

Farrar Dairy Stream and Wetland Restoration Site

22

MY0 MY1 MY2 MY3 MY4 MY5 MY0 Bankfull Width (ft) 8.9 9.2 8.3 Floodprone Width (ft) 45.9 2 Bankfull Cross-Sectional Area (ft ) 6.4 6.8 5.7 Bankfull Mean Depth (ft) 0.7 0.7 0.7 Bankfull Maximum Depth (ft) 1.6 1.4 1.2 Width/Depth Ratio 12.1 Entrenchment Ratio 5.5 Bank Height Ratio 1.0 Wetted Perimeter (ft) 9.5 9.7 8.7 Hydraulic Radius (ft) 0.7 0.7 0.6 Substrate d50 (mm) 0.31 0.12 0.06 d84 (mm) 0.48 0.35 0.08

Dimension

Parameter

0.06 44.00

MY1 8.5 46.0 5.8 0.7 1.2 12.5 5.4 1.0 8.9 0.7

MY2 MY3 MY4 MY5

Cross-Section 18 T1.2

0.06 11.00

MY1 5.8 30.3 2.5 0.4 0.7 13.2 5.2 1.0 6.0 0.4

Cross-Section 15 T1.1

0.06 0.10

0.25 0.65 KCI Associates of North Carolina 2009 - MY01

MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 6.9 6.9 26.0 26.1 5.2 5.1 0.8 0.7 1.2 1.2 9.2 9.3 3.8 3.8 1.0 1.0 7.5 7.5 0.7 0.7

0.06 0.09

6.1 0.4

MY2 MY3 MY4 MY5 MY0 5.9 29.0 2.3 0.4 0.6 15.1 4.9 1.0

Cross-Section 17 T1.2

0.06 37.00

0.06 0.06

0.06 0.07

0.06 0.06

MY1 6.9 5.2 0.7 1.3 7.6 0.7

Cross-Section 14 T1.1

MY0 MY1 MY2 MY3 MY4 MY5 MY0 6.9 8.0 7.1 15.9 16.1 2.4 2.8 5.1 0.3 0.4 0.7 0.7 0.7 1.3 19.8 22.9 2.3 2.0 1.0 1.0 7.1 8.2 7.7 0.3 0.3 0.7

Table 7f. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Table 7e. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site Parameter Cross-Section 13 T1.1

0.06 0.06

0.06 0.12

Farrar Dairy Stream and Wetland Restoration Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Cross-Section 23 T2

0.53 2.0

0.06 7.3

Cross-Section 24 T2

MY1 MY2 MY3 MY4 MY5 10.1 >60 9.9 1.0 1.8 10.3 >30 1.0 10.9 0.9

Cross-Section 21 T1

0.06 0.06

0.06 0.06

23

0.06 16

0.06 52

0.06 0.06

0.06 0.06 KCI Associates of North Carolina 2009 - MY01

MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 MY0 MY1 MY2 MY3 MY4 MY5 7.5 7.5 5.7 5.9 7.1 6.5 30 31 4.2 5.1 5.0 2.8 2.8 3.9 0.6 0.7 0.7 0.5 0.5 0.6 1.1 1.1 1.1 0.8 0.8 1.0 11.6 12.8 5.3 5.2 1.0 1.0 7.9 7.9 6.0 6.2 7.5 6.9 0.7 0.6 0.5 0.4 0.6 0.6

Cross-Section 22 T2

Cross-Section 20 T1 MY1 MY2 MY3 MY4 MY5 MY0 9.1 8.6 >60 >60 8.2 8.3 1.0 0.9 1.7 1.8 9.0 10.1 >3.0 >3.0 1.0 1.0 10.0 9.5 0.8 0.9

0.062 0.06 0.10 0.06

MY1 MY2 MY3 MY4 MY5 MY0 10.5 10.3 >60 12.0 9.7 1.1 0.9 2.5 1.9 10.9 >3.0 1.0 11.8 11.2 1.0 0.9

MY0 9.5 10.9 1.1 2.4 10.7 1.0

Cross-Section 19 T1

Table 7h. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Table 7g. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Farrar Dairy Stream and Wetland Restoration Site

0.06 0.06

0.06 0.06

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Cross-Section 26 T3

24

0.06 0.06

0.06 0.06

0.06 0.06

MY1 MY2 MY3 MY4 MY5 MY0 13.9 14.9 >60 29.4 18.4 1.3 1.2 2.7 1.9 12.1 >3.0 1.0 24.1 15.6 1.2 1.2

MY0 23.3 29.1 1.2 2.6 23.9 1.2

0.09 0.18

Cross-Section 27 T3

0.06 0.08

0.06 0.06

MY1 MY2 MY3 MY4 MY5 15.4 >60 19.4 1.3 2.0 12.2 >3.0 1.0 16.1 1.2

KCI Associates of North Carolina 2009 - MY01

MY1 MY2 MY3 MY4 MY5 18.9 22.1 1.2 2.3 19.6 1.1

Cross-Section 29 T3

0.06 0.10

MY1 MY2 MY3 MY4 MY5 MY0 17.6 19.2 >60 24.2 20.1 1.3 1.1 2.5 1.8 15.5 >3.0 1.0 18.1 18.2 1.1 1.3

Cross-Section 28 T3

0.06 0.09

MY1 MY2 MY3 MY4 MY5 MY0 5.6 18.4 >60 >60 2.7 21.4 0.5 1.2 0.8 1.9 11.7 15.8 >3.0 >3.0 1.0 1.0 5.9 18.9 0.5 1.1

MY0 5.2 >60 2.5 0.5 0.8 10.8 >3.0 1.0 5.5 0.5

Cross-Section 25 T2

Table 7j. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

Bankfull Width (ft) Floodprone Width (ft) 2 Bankfull Cross-Sectional Area (ft ) Bankfull Mean Depth (ft) Bankfull Maximum Depth (ft) Width/Depth Ratio Entrenchment Ratio Bank Height Ratio Wetted Perimeter (ft) Hydraulic Radius (ft) Substrate d50 (mm) d84 (mm)

Dimension

Parameter

Table 7i. Morphology and Hydraulic Monitoring Summary Farrar Dairy Site

2.3

Wetland Assessment

The maximum number of consecutive days that the groundwater was within 12 inches of the surface was determined for each groundwater gauge. This number was converted into a percentage of the 251-day growing season (March 11, 2009 to November 16, 2009). Table 8 presents the hydrological monitoring results for 2009. The wetland gauges used to monitor site hydrology were installed on March 12, 2009 and March 17, 2009. During the first year of monitoring, wetland hydrology was achieved at all of the gauges on the site (Table 8). Based on these data, the site has exceeded the minimum duration of 12.5 consecutive days (5% of the growing season) with the water table within 12 inches of the soil surface for the 2009 growing season (Appendix C). Climatic data for the 2009 growing season were analyzed in comparison to historical data to determine whether 2009 was a normal year in terms of climatic conditions. The historical data were collected from the NRCS, Water and Climate Center, “Climate Analysis for Wetlands by County” website. This evaluation concluded that 2009 was a normal year for rainfall. Rainfall was within the 30th to 70th percentiles for the months of March, May, August, October, and December. Rainfall was less than the 30th percentile threshold in January, April, June, and September and was greater than the 70th percentile threshold in February, July, and November (Appendix B). Gauge 6 shows wetland hydrology for only 5%-8% of the growing season. It should be noted that both Gauges 6 and 7 were installed seven days into the growing season. If they had been installed prior to the beginning of the growing season it is likely that they would have demonstrated wetland hydrology for an additional seven days, which would mean that Gauge 6 would have wetland hydrology for 8%-12.5% of the growing season.

2.3.1

Wetland Criteria Attainment Tables

Table 8a. Hydrologic Monitoring Results Farrar Dairy Site Hydroperiod

Gauge # 1 2 3 4 5 6 7 Ref

3.0 1.0

50

MY-01, 10/27/09

As-Built, 4/28/09

Flood Prone Area

Bankfull

Station 0.0 0.3 2.8 4.9 7.7 10.5 13.2 15.6 17.1 18.7 20.0 21.3 22.0 22.8 23.8 25.2 26.0 26.9 28.0 28 9 28.9 29.7 30.8 32.0 33.5 35.5 38.2 41.3 45.1 50.0 53.2 56.1 58.9 59.1

Elevation 196.94 196.65 196.96 196.79 196.73 196.92 197.04 197.00 197.05 197.06 196.56 196.14 195.53 194.36 193.95 193.90 194.13 194.77 195.32 195 195.39 39 195.63 195.90 196.13 196.36 196.77 197.30 197.40 197.55 197.35 197.51 197.56 197.63 197.87

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

192

194

196

198

200

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-4, Pool, NPAC-1 4.10 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-4, Pool, NPAC-1

197.1 26.7 18.5 3.2 1.4 -

50

MY-01, 10/28/09

As-Built, 4/28/09

Bankfull

60

Station 0.0 0.5 5.5 7.7 10.7 13.9 16.6 20.5 22.4 23.6 24.7 25.7 27.3 28.6 30.3 32.1 33.9 35.0 37.0 38.9 41.5 42.9 46.7 50.3 55.2 56.0

Elevation 195.98 195.57 195.21 195.44 195.55 195.56 195.60 195.47 194.79 194.24 194.18 193.70 193.43 193.29 193.13 193.66 193.83 194.15 194.94 195.58 195.80 195.85 196.00 196.11 196.06 196.30

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

192

194

196

198

200

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-5, Riffle, NPAC-1 4.10 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-5, Riffle, NPAC-1

195.5 24.6 18.0 197.8 >60 2.3 1.4 13.1 >3.0 1.0

50

MY-01, 10/28/09

As-Built, 4/28/09

Flood Prone Area

Bankfull

60

Station 0.0 0.2 5.8 12.0 17.0 22.7 26.0 27.4 29.5 30.3 30.6 31.3 32.0 33.6 35.3 36.5 38.6 41.5 44.3 51.9 61.3 66.9 67.0

Elevation 194.68 194.47 194.50 194.63 194.78 194.54 194.37 193.86 192.98 192.54 191.95 191.63 191.32 191.78 192.16 192.90 193.08 193.93 194.39 194.56 194.61 194.53 194.82

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

190

192

194

196

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-6, Pool, NPAC-1 4.1 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

50

Cape Fear River Basin, Farrar Dairy, XS-6, Pool, NPAC-1

194.4 27.3 18.3 3.1 1.5 -

60

MY-01, 11/2/09

As-Built, 5/8/09

Bankfull

70

Station 0.0 0.3 4.2 8.8 10.2 14.7 16.1 18.1 19.7 22.9 24.7 26.8 27.7 28.4 29.1 30.2 32.1 33.8 36.6 38.5 44.3 50.6 58.1 58.7

Elevation 193.40 192.98 193.01 193.41 193.21 193.18 193.31 193.33 192.78 191.99 191.49 191.38 191.03 190.81 190.40 190.74 190.97 191.55 192.79 193.46 193.70 193.73 193.68 194.07

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

189

191

193

195

197

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-7, Riffle, NPAC-1 4.1 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-7, Riffle, NPAC-1

193.3 30.7 20.0 196.3 >60 2.9 1.5 13.0 >3.0 1.0

50

MY-01, 11/2/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

60

Station Elevation 0.0 191.93 0.1 191.57 1.9 191.15 4.3 191.31 5.3 191.46 8.1 191.44 10.7 191.53 12.4 191.42 14.4 191.37 16.7 191.40 18.2 191.44 20.0 191.51 21.4 191.52 22.6 191.36 23.8 190.96 24.7 190.40 25.4 190.16 26.7 189.53 27.6 189.30 33.1 188.45 33.7 188.49 34.4 188.61 35.5 188.92 36.3 189.04 37.2 189.80 38.7 190.43 40.2 191.01 41.3 191.38 42.6 191.40 44.7 191.37 46.7 191.32 52.7 191.36 54.0 191.31 54.6 191.62 *Other shots not included due to space

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

186

188

190

192

194

196

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-8, Riffle, NPAC-2 4.1 11/4/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-8, Riffle, NPAC-2

191.4 35.0 18.9 193.5 >60 3.6 1.9 10.2 >3.0 1.0

50

MY-01, 11/4/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

Station 0.0 0.4 3.0 5.4 8.4 11.7 14.9 18.4 20.5 22.9 25.5 27.4 28.7 29.7 31.3 32.0 32.8 33.8 35.1 36.3 37.1 37.5 39.4 40.8 43.1 46.5 49.9 53.8 56.8 58.7 60.2 60.8

Elevation 189.74 189.37 189.56 189.52 189.45 189.50 189.64 189.60 189.17 188.92 188.52 188.36 187.75 187.63 187.13 186.95 186.64 186.52 186.44 186.42 186.89 188.01 189.00 189.73 189.76 189.82 189.79 189.76 189.74 189.75 189.78 189.95

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

186

188

190

192

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-9, Pool, NPAC-2 4.65 11/4/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-9, Pool, NPAC-2

189.6 34.3 22.2 3.2 1.5 -

50

MY-01, 11/4/09

As-Built, 5/8/09

Bankfull

60

Station 0.0 0.8 3.3 6.1 9.0 12.7 15.6 19.2 23.3 25.6 27.5 29.1 31.0 32.7 34.2 35.5 36.6 37.8 39.2 40.9 42.4 43.9 44.8 46.8 48.6 50.2 53.5 57.3 61.9 65.9 66.4

Elevation 190.65 190.23 189.98 189.85 189.79 189.62 189.72 189.61 189.40 189.31 189.24 189.04 188.45 187.89 187.24 186.84 186.62 186.48 186.51 186.65 186.78 187.02 187.85 188.58 189.23 189.31 189.32 189.19 189.23 189.25 189.54

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

186

188

190

192

194

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-10, Riffle, NPAC-2 4.65 11/4/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

50

Cape Fear River Basin, Farrar Dairy, XS-10, Riffle, NPAC-2

189.2 34.0 21.0 192.0 >60 2.8 1.6 13.0 >3.0 1.0

60

MY-01, 11/4/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

70

Station Elevation 0.0 189.16 0.2 188.93 0.5 188.94 1.1 189.05 1.9 189.19 3.0 188.93 4.3 188.96 10.8 188.67 12.0 188.94 13.3 188.83 14.6 188.78 15.8 188.91 18.1 188.99 20.6 189.02 21.8 189.08 22.5 189.22 23.8 189.10 24.6 188.94 25.5 189.02 26.8 189.04 27.8 188.99 29.7 188.33 31.0 187.75 32.2 187.31 33.0 186.81 33.7 186.65 34.2 186.31 34.3 186.26 34.5 185.92 35.5 185.59 36.7 185.53 38.1 185.59 72.3 189.59 73.4 189.61 73.5 189.83 *Other shots not included due to space

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

184

186

188

190

192

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-11, Riffle, NPAC-3 4.82 12/7/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30

40 Station (feet)

50

Cape Fear River Basin, Farrar Dairy, XS-11, Riffle, NPAC-3

189.0 53.1 21.6 191.2 >60 3.5 2.2 8.7 >3.0 1.0

60

70

MY-01, 12/7/09

As-Built, 5/18/09

Flood Prone Area

Bankfull

Station Elevation 0.0 188.96 0.5 188.67 1.1 188.64 3.6 188.60 5.9 188.61 8.0 188.53 10.8 188.60 13.9 188.36 15.9 188.42 18.1 188.15 20.3 188.15 21.5 187.81 22.2 187.22 23.3 186.67 24.4 186.27 25.2 185.61 26.5 184.65 27.8 184.89 27.9 185.06 28.9 185.17 30.2 185.26 30.1 185.32 30.8 185.78 31.5 185.95 32.6 186.19 33.4 185.98 34.5 185.81 35.0 185.83 35.9 186.24 37.0 186.78 38.6 187.30 60.7 188.50 61.5 188.71 61.9 188.95 *Other shots not included due to space

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

184

186

188

190

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-12, Pool, NPAC-3 4.82 12/7/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

50

Cape Fear River Basin, Farrar Dairy, XS-12, Pool, NPAC-3

188.1 38.0 21.0 3.5 1.8 -

60

MY-01, 12/7/09

As-Built, 5/18/09

Bankfull

Station 0.0 0.2 2.1 4.0 6.8 8.8 10.8 13.1 14.5 16.6 17.3 18.4 20.1 21.8 23.8 26.8 28.8 31.6 35.2 38.9 42.6 43.1

Elevation 221.84 221.62 221.37 221.03 220.49 220.22 219.79 218.96 218.96 218.28 218.11 218.24 218.59 218.79 218.92 219.48 219.94 220.43 220.72 220.94 221.09 221.40

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

217

218

219

220

221

222

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-13, Riffle, T1.1 0.02 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

10

Stream Type

C5

20 Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-13, Riffle, T1.1

218.9 2.8 8.0 219.6 16.1 0.7 0.4 22.9 2.0 1.0

40

MY-01, 10/28/09

As-Built, 4/29/09

Flood Prone Area

Bankfull

Station 0.0 0.2 3.5 7.4 10.5 13.3 15.0 16.0 17.7 18.4 19.6 20.4 21.3 22.2 23.1 23.6 24.0 25.2 28.4 29.6 33.3 37.3 41.4 45.4 45.7

Elevation 216.93 216.56 216.56 216.33 216.38 216.26 216.13 215.73 215.69 215.53 215.19 214.89 214.40 214.24 214.33 214.51 214.91 215.63 215.76 216.04 217.00 217.09 217.31 217.35 217.75

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

214

215

216

217

218

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-14, Pool, T1.1 0.02 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

10

Stream Type

C5

20

Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-14, Pool, T1.1

215.6 5.2 6.9 1.3 0.7 -

40

MY-01, 10/28/09

As-Built, 4/29/09

Bankfull

50

Station 0.0 0.2 3.5 7.8 10.9 13.6 14.9 15.8 17.6 18.0 19.0 19.9 21.3 22.3 24.2 26.4 29.6 32.4 35.5 40.8 48.6 49.0

Elevation 214.19 213.89 214.05 213.73 213.91 214.26 214.17 213.86 213.87 213.80 213.45 213.02 213.02 213.12 213.71 213.76 214.22 214.72 215.03 215.47 215.27 215.58

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

212

213

214

215

216

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-15, Riffle, T1.1 0.02 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

10

Stream Type

C5

20

Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-15, Riffle, T1.1

213.7 2.5 5.8 214.3 30 0.7 0.4 13.2 5.2 1.0

40

MY-01, 10/28/09

As-Built, 4/29/09

Flood Prone Area

Bankfull

50

Station 0.0 0.4 4.5 8.8 14.6 16.5 18.7 21.0 22.5 23.4 24.4 25.1 25.9 26.6 27.5 28.8 29.6 30.1 31.2 32.3 34.2 36.4 40.0 43.6

Elevation 220.84 220.34 220.31 220.32 220.21 220.08 219.89 219.56 219.11 218.77 218.67 218.53 218.32 218.20 218.68 219.23 219.62 219.77 219.79 219.91 220.35 220.80 221.13 221.09

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

217

218

219

220

221

222

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-16, Pool, T1.2 0.10 10/29/2009 B. Roberts, A. French

Elevation (feet)

10

Stream Type

C5

20

Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-16, Pool, T1.2

219.6 6.8 9.2 1.4 0.7 -

40

MY-01, 10/29/09

As-Built, 4/29/09

Bankfull

Station 0.0 0.4 3.6 6.0 7.7 10.2 13.4 15.2 16.4 17.5 18.1 18.6 19.2 19.9 21.1 22.7 24.0 26.2 29.5 33.7 39.2 46.9 52.7 53.0

Elevation 218.82 218.35 218.07 217.80 217.32 216.85 216.64 216.45 216.22 215.59 215.48 215.29 215.23 215.29 215.47 215.93 216.46 216.61 216.87 217.00 217.10 217.44 217.51 217.99

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

215

216

217

218

219

220

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-17, Riffle, T1.2 0.10 10/29/2009 B. Roberts, A. French

Elevation (feet)

Stream Type

C5

20

Station (feet)

30

40

Cape Fear River Basin, Farrar Dairy, XS-17, Riffle, T1.2

216.4 5.8 8.5 217.6 46.0 1.2 0.7 12.5 5.4 1.0

50

MY-01, 10/29/09

As-Built, 4/29/09

Flood Prone Area

Bankfull

Station 0.0 0.3 2.1 3.0 6.4 10.3 12.1 13.8 15.2 16.7 17.1 18.3 19.9 20.3 20.9 22.4 26.2 28.0 32.1 37.0 38.6

Elevation 215.38 214.97 214.91 214.66 213.69 212.72 212.35 212.34 212.00 211.30 210.93 210.85 210.97 211.28 211.63 212.22 212.32 212.72 213.04 213.45 213.83

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

210

211

212

213

214

215

216

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-18, Riffle, T1.2 0.10 10/29/2009 B. Roberts, A. French

Elevation (feet)

Stream Type

E5

10

20 Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-18, Riffle, T1.2

212.0 5.1 6.9 213.2 26 1.2 0.7 9.3 3.8 1.0

MY-01, 10/29/09

As-Built, 4/29/09

Fl d Prone Flood P Area A

Bankfull

40

Station 0.0 0.3 1.3 5.6 9.8 13.4 19.1 22.9 24.7 25.9 27.1 28.1 28.8 30.0 30.5 31.0 32.2 33.1 35.7 37.9 42.1 49.5 53.6 54.0

Elevation 204.37 203.90 203.88 203.39 203.46 203.53 203.15 203.20 203.22 203.00 202.37 201.79 200.99 200.66 200.92 201.38 201.98 202.30 203.37 203.19 203.23 203.59 203.61 204.16

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

200

201

202

203

204

205

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-19, Pool, T1 0.18 10/29/2009 B. Roberts, A. French

Elevation (feet)

Stream Type

E5

20

Station (feet)

30

40

Cape Fear River Basin, Farrar Dairy, XS-19, Pool, T1

203.2 12.0 10.5 2.5 1.1 -

50

MY-01, 10/29/09

As-Built, 4/30/09

Bankfull

Station 0.0 0.1 2.4 6.3 8.9 10.9 13.5 16.5 19.2 19.8 21.1 22.4 23.4 24.3 25.8 27.7 30.7 36.9 39.7 43.3 43.6

Elevation 201.91 201.65 201.50 201.71 201.45 201.72 201.14 201.10 200.18 199.51 199.23 199.34 200.07 200.50 200.96 201.29 201.51 201.39 201.18 201.58 201.93

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

198

199

200

201

202

203

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-20, Riffle, T1 0.18 10/29/2009 B. Roberts, A. French

Elevation (feet)

10

Stream Type

E5

20 Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-20, Riffle, T1

201.0 8.3 9.1 202.8 >60 1.8 0.9 10.0 >3.0 1.0

40

MY-01, 10/29/09

As-Built, 4/30/09

Flood Prone Area

Bankfull

Station 0.0 3.5 6.9 10.8 14.9 15.8 17.3 18.9 19.3 20.4 21.6 22.6 23.9 25.3 26.2 28.1 30.9 32.3 37.7 42.7 44.1

Elevation 198.69 198.69 198.86 198.71 198.69 198.76 198.35 197.55 197.25 197.17 196.87 196.97 197.75 198.38 198.68 198.58 198.89 198.75 198.80 198.85 199.10

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

196

197

198

199

200

201

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-21, Riffle, T1 0.18 10/28/2009 B. Roberts, A. Davis

Elevation (feet)

10

Stream Type

E5

20

Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-21, Riffle, T1

198.7 9.9 10.1 200.5 >60 1.8 1.0 10.3 >3.0 0.8

40

MY-01, 10/28/09

As-Built, 4/28/09

Flood Prone Area

Bankfull

Station 0.0 0.4 1.9 5.0 6.5 7.8 8.7 9.7 10.8 11.9 12.8 14.1 15.0 15.6 16.3 17.8 19.1 21.3 24.2 25.2 27.7 27.9

Elevation 203.87 203.53 203.56 203.34 203.37 203.33 203.13 202.74 202.16 202.15 202.14 202.49 202.89 203.16 203.31 203.31 203.53 203.56 203.42 203.49 203.65 203.98

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

202

203

204

205

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-22, Pool, T2A 0.04 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

Stream Type

E5

10

Station (feet)

20

Cape Fear River Basin, Farrar Dairy, XS-22, Pool, T2A

203.2 5.0 7.5 1.1 0.7 -

MY-01, 11/2/09

As-Built, 5/8/09

Bankfull

30

Station 0.0 0.1 1.6 4.1 6.5 8.5 9.9 12.7 13.8 14.7 15.4 16.2 16.7 17.6 18.2 18.8 20.1 22.0 26.1 28.4 30.9 31.1

Elevation 200.05 199.70 199.64 199.57 199.47 199.25 199.08 199.11 199.01 198.56 198.28 198.21 198.22 198.42 198.68 198.92 199.08 199.79 199.73 199.63 199.45 199.86

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

198

199

200

201

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-23, Riffle, T2A 0.04 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

Stream Type

E5

10

Station (feet)

20

Cape Fear River Basin, Farrar Dairy, XS-23, Riffle, T2A

199.0 2.8 5.9 199.8 31 0.8 0.5 12.8 5.2 1.0

30

MY-01, 11/2/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

Station 0.0 0.1 2.4 4.4 7.4 9.7 12.6 13.7 14.5 15.3 16.4 17.4 18.4 19.4 20.0 20.7 21.4 22.7 24.3 26 5 26.5 29.3 31.5 34.0 37.3 40.2 42.5 44.2 44.3

Elevation 193.33 193.07 192.94 193.12 193.06 193.09 193.01 193.08 193.08 192.80 192.49 192.23 192.06 191.95 192.04 192.59 192.96 193.00 192.99 192 192.94 94 193.07 193.13 193.17 193.30 193.60 193.68 193.51 193.79

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

191

192

193

194

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-24, Pool, T2B 0.04 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

10

Stream Type

E5

20 Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-24, Pool, T2B

193.0 3.9 6.5 1.0 0.6 -

40

MY-01, 11/2/09

As-Built, 5/8/09

Bankfull

Station 0.0 0.1 1.8 4.0 7.0 9.4 12.1 15.4 17.3 18.6 19.0 19.4 20.1 20.8 21.8 22.4 23.2 23.9 24.5 25.8 28.4 30.5 32.2 33.9 35.7 38.4 39.9 39.9

Elevation 192.98 192.74 192.69 192.70 192.80 192.76 192.78 192.84 192.93 192.85 192.79 192.69 192.32 192.10 191.97 192.08 192.15 192.56 192.77 192.80 192.90 192.96 192.86 192.85 192.76 192.47 192.56 192.8

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

191

192

193

194

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-25, Riffle, T2B 0.04 11/2/2009 B. Roberts, K. Knight-Meng

Elevation (feet)

Stream Type

E5

10

20 Station (feet)

30

Cape Fear River Basin, Farrar Dairy, XS-25, Riffle, T2B

192.8 2.7 5.6 193.6 >60 0.8 0.5 11.7 >3.0 1.0

MY-01, 11/2/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

40

Station 0.0 1.0 3.3 7.3 10.8 14.8 17.7 20.7 22.7 24.3 26.2 27.9 29.1 30.2 32.1 34.1 35.9 38.3 40.8 43.8 48.0 52.4 56.0 56.4

Elevation 191.62 191.35 191.36 191.35 191.13 191.03 190.67 190.61 190.55 189.89 189.34 189.02 188.84 188.83 188.73 188.92 189.20 189.82 190.56 190.73 190.53 190.60 190.58 190.80

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

188

189

190

191

192

193

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-26, Riffle, T3 0.39 11/5/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

30 Station (feet)

40

Cape Fear River Basin, Farrar Dairy, XS-26, Riffle, T3

190.5 20.1 17.6 192.2 >60 1.8 1.1 15.8 >3.0 1.0

50

MY-01, 11/5/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

60

Station 0.0 0.3 2.5 5.9 9.2 12.9 15.7 18.5 20.2 22.0 23.7 25.0 25.5 26.5 27.7 29.3 30.2 30.9 32.5 34.9 38.0 39.7 42.7 45.6 48.8 52.6 56.8 58.8 59.0

Elevation 189.90 189.67 189.74 189.83 189.89 189.84 189.93 189.98 189.86 189.41 188.89 188.36 188.11 187.69 187.45 187.54 188.00 188.22 188.50 188.75 189.47 189.84 190.00 190.27 190.12 189.98 190.12 189.99 190.30

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

187

188

189

190

191

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-27, Pool, T3 0.39 11/5/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20 Station (feet)

30

40

Cape Fear River Basin, Farrar Dairy, XS-27, Pool, T3

189.8 22.1 18.9 2.3 1.2 -

50

MY-01, 11/5/09

As-Built, 5/8/09

Bankfull

60

Station 0.0 0.5 2.7 6.1 10.2 13.2 15.7 17.7 19.9 21.5 22.1 22.8 24.2 25.8 26.4 27.7 28.9 30.4 31.9 34.0 36.1 38.6 40.9 44.7 49.7 55.0 58.4 58.8

Elevation 189.62 189.41 189.47 189.40 189.59 189.46 189.38 188.96 188.41 188.13 187.76 187.44 187.16 186.65 186.57 186.95 186.97 187.80 187.95 188.30 188.55 189.08 189.47 189.76 189.66 189.50 189.46 189.74

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

186

187

188

189

190

0

10

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-28, Pool, T3 0.39 11/5/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

20

Station (feet)

30

40

Cape Fear River Basin, Farrar Dairy, XS-28, Pool, T3

189.3 29.4 23.3 2.7 1.3 -

50

MY-01, 11/5/09

As-Built, 5/8/09

Bankfull

60

Station 0.0 0.7 3.5 6.3 9.4 11.6 13.2 14.7 16.2 17.4 18.8 20.3 21.5 22.9 24.9 27.4 30.1 32.5 34.9 35.2

Elevation 189.32 189.07 189.41 189.41 189.42 189.40 188.77 188.23 187.80 187.64 187.47 187.38 187.64 187.83 188.53 189.54 189.77 189.74 189.59 189.97

River Basin: Watershed: XS ID Drainage Area (sq mi): Date: Field Crew:

187

188

189

190

191

192

0

SUMMARY DATA Bankfull Elevation: Bankfull Cross-Sectional Area: Bankfull Width: Flood Prone Area Elevation: Flood Prone Width: Max Depth at Bankfull: Mean Depth at Bankfull: W / D Ratio: Entrenchment Ratio: Bank Height Ratio:

Cape Fear Farrar Dairy XS-29, Riffle, T3 0.39 11/5/2009 A. Davis, K. Knight-Meng

Elevation (feet)

Stream Type

C5

10

Station (feet)

20

Cape Fear River Basin, Farrar Dairy, XS-29, Riffle, T3

189.4 19.4 15.4 191.4 >60 2.0 1.3 12.2 >3.0 1.0

30

MY-01, 11/5/09

As-Built, 5/8/09

Flood Prone Area

Bankfull

Farrar Dairy Longitudinal Profile NPAC-1 MY-01 Stations 15+75 - 31+75 203

201

SBKF = -0.0022x + 204.71

Elevation (ft)

199

197

SWS = -0.0017x + 201.61 195

193 1500

1600

1700

1800

1900

2000

2100

2200

2300

2400

2500

2600

2700

2800

2900

3000

Station (ft)

As-Built, 4/28/09

MY-01, 10/28/09

Bankfull

Water Surface

BKF Slope

WS Slope

3100

3200

Farrar Dairy Longitudinal Profile NPAC-2 MY-01 Stations 57+55 - 63+77 193

SBKF= -0.0043x + 216.14

Elevation (ft)

191

189

187

SWS = -0.0038x + 210.52 185 5750

5800

5850

5900

5950

6000

6050

6100

6150

6200

6250

6300

6350

Station (ft)

As-Built, 5/8/09

MY-01, 11/4/09

Bankfull

Water Surface

BKF Slope

WS Slope

6400

Farrar Dairy Longitudinal Profile Tributary 1.1 MY-01 Stations 80+25 - 85+75 222

220

SBKF = -0.0131x + 326.68

E Elevation (ft)

218

216

214

212 8000

8050

8100

8150

8200

8250

8300

8350

8400

8450

8500

Station (ft) As-Built, 4/29/09

MY-01, 10/27/09

*No WS due to no flow in channel during survey.

Bankfull

BKF Slope

8550

8600

Farrar Dairy Longitudinal Profile Tributary 1.2 MY-01 Stations 91+45 - 96+70 222

220

SBKF = -0.0142x + 350.86

Elevation (ft)

218

216

214

212

210 9145

9195

9245

9295

9345

9395

9445

9495

9545

9595

Station (ft) As-Built, 4/29/09

MY-01, 10/29/09

*No WS due to no flow in channel during survey.

Bankfull

BKF Slope

9645

Longitudinal Profile Tributary 1 MY-01 Stations 103+50 - 108+77 204

202

SBKF = -0.0113x + 320.93

Elevation (ft)

200

198

196

194

192 10350

10400

10450

10500

10550

10600

10650

10700

10750

10800

Station (ft) As-Built, 4/30/09

MY-01, 10/29/09

*No WS due to no flow in channel during survey.

Bankfull

BKF Slope

10850

Longitudinal Profile Tributary 2 MY-01 Stations 112+80 - 118+37 202

200

SBKF = -0.0207x + 433.97

Elevation (ft)

198

SBKF = -0.0099x + 309.47 196

194

192

190 11250

11300

11350

11400

11450

11500

11550

11600

11650

11700

11750

Station (ft)

As-Built, 5/8/09

MY-01, 11/2/09

*No WS due to no flow in channel during survey.

Bankfull

BKF Slope

11800

11850

Longitudinal Profile Tributary 3 MY-01 Stations 133+85 - 139+73 192

191

SBKF = -0.0023x + 221.31

Elevation (ft)

190

189

188

SWS = -0.0022x + 217.99 187

186

185 13350

13400

13450

13500

13550

13600

13650

13700

13750

13800

13850

13900

Station (ft) As-Built, 5/8/09

MY-01, 11/5/09

Bankfull

Water Surface

BKF Slope

WS Slope

13950

14000

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 1 Riffle - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

102

2 1 2 5 1

34 1 1

Count 55

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.078 0.12 8.5

0.01

10

100

Size Distribution mean 0.1 dispersion 1.5 skewness 0.27

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 1 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

54% 35% 11% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 2 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

104

15 23 16 13 3

Count 34

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.069 0.14 0.22 0.49 0.89

0.01

10

100

Size Distribution mean 0.2 dispersion 2.9 skewness 0.10

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 2 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

33% 67% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 3 Riffle - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

105

1

42 21 3 6 3

Count 29

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.14 0.18 0.24 0.44 1.7

0.01

10

100

Size Distribution mean 0.2 dispersion 2.7 skewness -0.04

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 3 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

28% 69% 4% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 4 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

103

1 1

34 12 26 6

Count 23

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.081 0.11 0.22 0.4 0.69

0.01

10

100

Size Distribution mean 0.2 dispersion 2.7 skewness 0.17

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 4 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

22% 76% 2% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 5 Riffle - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

112

1

20 5 42

Count 44

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.094 0.27 0.38 0.46

0.01

10

100

Size Distribution mean 0.2 dispersion 2.8 skewness 0.24

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 5 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

39% 60% 1% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 6 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

123

34 10 21

Count 58

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.067 0.097 0.26 0.41

0.01

10

100

Size Distribution mean 0.1 dispersion 2.5 skewness 0.35

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 6 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

47% 53% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 7 Riffle - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

106

46

Count 60

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.071 0.097 0.12

0.01

10

100

Size Distribution mean 0.1 dispersion 1.3 skewness 0.22

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 7 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

57% 43% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 8 Riffle - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

143

33 9 4

Count 97

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.1 0.2

0.01

10

100

Size Distribution mean 0.1 dispersion 1.3 skewness 0.23

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 8 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

68% 32% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 9 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

121

1

22 11 34 30 1 1

Count 21

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.12 0.29 0.41 0.69 0.93

0.01

10

100

Size Distribution mean 0.2 dispersion 3.5 skewness -0.14

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 9 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

17% 81% 2% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

6 123

1

28 3 23 11 9 5 3 6 9 5 3 3 3

Cross-Section 10 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 5

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.087 0.29 0.49 1.6 9.6 25

0.01

10

100

Size Distribution mean 0.9 dispersion 12.6 skewness 0.19

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 10 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

4% 60% 30% 1% 0% 5% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

101

17 15 57 5

Cross-Section 11 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 7

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.09 0.21 0.29 0.35 0.44 0.5

0.01

10

100

Size Distribution mean 0.2 dispersion 2.4 skewness -0.20

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 11 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

7% 93% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 12 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

103

18 31 46 1

Count 7

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.09 0.16 0.23 0.29 0.4 0.47

0.01

10

100

Size Distribution mean 0.2 dispersion 2.1 skewness -0.10

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 12 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

7% 93% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

101

5 3 1 1

1 1 1

1

Cross-Section 13 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 87

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 22

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 13 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

86% 1% 13% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 14 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

102

1 4 8 3 3

1

Count 82

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 37 71

0.01

10

100

Size Distribution mean 1.5 dispersion 298.9 skewness 0.83

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 14 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

80% 1% 13% 6% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

103

3

9 9 5

2 1 3 2

Cross-Section 15 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 69

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 11 19

0.01

10

100

Size Distribution mean 0.8 dispersion 89.2 skewness 0.75

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 15 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

67% 8% 25% 0% 0% 0% 0% 0% 0%

MY-01

As-Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 16 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

100

1 1 1 1

1

1

1

13 27 12 3

Count 38

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.12 0.18 0.35 19

0.01

10

100

Size Distribution mean 0.1 dispersion 2.4 skewness 0.10

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 16 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

38% 55% 5% 2% 0% 0% 0% 0% 0%

MY-01

As-Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

102

4 13 2 1

1

2 12 2

Cross-Section 17 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 65

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.098 44 60

0.01

10

100

Size Distribution mean 1.7 dispersion 355.3 skewness 0.84

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 17 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

64% 16% 18% 3% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

100

1 2 1

1

1 17 31 8 4 1 1

Cross-Section 18 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 32

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.14 0.25 0.35 0.65 14

0.01

10

100

Size Distribution mean 0.2 dispersion 3.3 skewness -0.09

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 18 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

32% 61% 6% 1% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 19 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

108

1 1

Count 106

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 19 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

98% 0% 2% 0% 0% 0% 0% 0% 0%

MY-01

As-Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

112

1

1 1 2 4 1

1 6

Cross-Section 20 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 95

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 8.3

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 20 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

85% 6% 9% 0% 0% 0% 0% 0% 0%

MY-01

As-Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

112

6 5 3 6 6 6 4

Cross-Section 21 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 76

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 7.3 14

0.01

10

100

Size Distribution mean 0.7 dispersion 59.4 skewness 0.72

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 21 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

68% 5% 27% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 22 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

100

Count 100

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 22 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

100% 0% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

101

1 3 5 4 9 6 4 1

1 1

1

Cross-Section 23 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 65

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.098 52 90

0.01

10

100

Size Distribution mean 1.8 dispersion 419.9 skewness 0.85

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 23 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

64% 2% 23% 11% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 24 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

100

Count 100

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 24 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

100% 0% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

100

Cross-Section 25 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 100

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 25 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

100% 0% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

101

39 29 3

Cross-Section 26 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 30

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.068 0.09 0.12 0.18 0.24

0.01

10

100

Size Distribution mean 0.1 dispersion 1.7 skewness 0.10

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 26 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

30% 70% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

Cross-Section 27 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

100

21 3

Count 76

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.081 0.12

0.01

10

100

Size Distribution mean 0.1 dispersion 1.2 skewness 0.17

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 27 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

76% 24% 0% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 101

1

G R A V E L S C O B L B L D R BDRK Total

1 1

Count 98

S A N D S

Cross-Section 28 Pool - MY-01 Particle Millimeter Silt/Clay < 0.062 S/C

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 28 Pool

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

97% 2% 1% 0% 0% 0% 0% 0% 0%

MY-01

As Built

Note:

Very Fine .062 - .125 Fine .125 - .25 Medium .25 - .50 Coarse .50 - 1 Very Coarse 1-2 Very Fine 2-4 Fine 4 - 5.7 Fine 5.7 - 8 Medium 8 - 11.3 Medium 11.3 - 16 Coarse 16 - 22.6 Coarse 22.6 - 32 Very Coarse 32 - 45 Very Coarse 45 - 64 Small 64 - 90 Small 90 - 128 g Large 128 - 180 Large 180 - 256 Small 256 - 362 Small 362 - 512 Medium 512 - 1024 Lrg- Very Lrg 1024 - 2048 Bedrock >2048 C O B L B L D R BDRK Total

G R A V E L S

S A N D S

102

2 1 1

1

Cross-Section 29 Riffle - MY-01 Particle Millimeter Count Silt/Clay < 0.062 S/C 97

% Finer Than (Cumulative)

D16 D35 D50 D65 D84 D95

0%

20%

40%

60%

80%

100%

0.1

Size (mm) 0.062 0.062 0.062 0.062 0.062 0.062

0.01

10

100

Size Distribution mean 0.1 dispersion 1.0 skewness ---

Particle Size - Millimeters

1

Particle Size Distribution Farrar Dairy XS 29 Riffle

1000

Type silt/clay sand gravel cobble boulder bedrock hardpan wood/det artificial

10000

95% 1% 4% 0% 0% 0% 0% 0% 0%

MY-01

As Built

0

0.5

1

1.5

2

2.5

3

3.5

4

Rainfall (in) 12/15/2009 12/5/2009 11/25/2009 11/15/2009 11/5/2009 10/26/2009 10/16/2009 10/6/2009

Bankfull

9/26/2009 9/16/2009

Farrar Dairy Restoration Site Stage Hydrograph Stream Gauge 1

9/6/2009 8/27/2009

7/28/2009

Date

8/7/2009

Stage

8/17/2009

7/18/2009

6/28/2009 6/18/2009 6/8/2009 5/29/2009 5/19/2009 5/9/2009 4/29/2009 4/19/2009 4/9/2009 3/30/2009 3/20/2009

198

199

201

200 Stage Elevation (ft)

202

3/10/2009

Rainfall

7/8/2009

0

0.5

1

1.5

2

2.5

3

3.5

4

Rainfall (in) 12/15/2009 12/5/2009 11/25/2009 11/15/2009 11/5/2009 10/26/2009 10/16/2009 10/6/2009

Bankfull

9/26/2009 9/16/2009

Farrar Dairy Restoration Site Stage Hydrograph Stream Gauge 2

9/6/2009 8/27/2009

7/28/2009

Date

8/7/2009

Stage

8/17/2009

7/18/2009

6/28/2009 6/18/2009 6/8/2009 5/29/2009 5/19/2009 5/9/2009 4/29/2009 4/19/2009 4/9/2009 3/30/2009 3/20/2009

186

187

189

188 Stage Elevation (ft)

190

3/10/2009

Rainfall

7/8/2009

Sensor Depth

0

0.5

1

1.5

2

2.5

3

4

3.5

Rainfall (in) 12/15/2009 12/5/2009 11/25/2009

12 Inches Below Ground Surface

End Growing Season 11/16/2009

11/15/2009 11/5/2009 10/26/2009 10/16/2009 10/6/2009 9/26/2009 9/16/2009

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 1

9/6/2009

8/17/2009

7/28/2009

Date

8/7/2009

Ground Surface

8/27/2009

7/8/2009 6/28/2009 6/18/2009 6/8/2009

Groundwater Depth

7/18/2009

5/29/2009

5/9/2009

4/19/2009 41 Days

4/9/2009 3/30/2009 3/20/2009

196

197

198

200

199

Groundwater Elevation (ft)

201

3/10/2009

Rainfall

Begin Growing Season 3/11/2009

4/29/2009

Growing Season

5/19/2009

0

0.5

1

1.5

2

2.5

3

4

3.5

Rainfall (in n) 12/15/200 12/5/2009 11/25/200 End E d Growing G i Season S 11/16/2009

11/15/200 11/5/2009 10/26/200 10/16/200 10/6/2009 9/26/2009 9/16/2009

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 2

9/6/2009 8/27/2009 8/17/2009 8/7/2009 7/28/2009 7/18/2009 7/8/2009 6/28/2009 6/18/2009 6/8/2009 5/29/2009 5/19/2009 5/9/2009

Begin B i Growing G i Season S 3/11/2009

4/29/2009 4/19/2009

28 Days

4/9/2009 3/30/2009 3/20/2009

187

188

189

190

192

193

191

Groundwater Eleevation (ft) G

194

3/10/2009

0

0.5

1

1.5

2

2.5

3

3.5

4

Rainfall ((in) 12/15/200 12/5/2009 11/25/200 End Growing Season 11/16/2009

11/15/200 11/5/2009 10/26/200 10/16/200 10/6/2009 9/26/2009 9/16/2009

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 3

9/6/2009 8/27/2009 8/17/2009 8/7/2009 7/28/2009 7/18/2009 7/8/2009 6/28/2009 6/18/2009 6/8/2009 5/29/2009 5/19/2009 5/9/2009

Begin Growing Season 3/11/2009

4/29/2009 4/19/2009

25 Days

4/9/2009 3/30/2009 3/20/2009

188

189

190

192

191

Groundwater Elevation (ft)

193

3/10/2009

0

0.5

1

1.5

2

2.5

3

4

3.5

Rainfall ((in) 12/15/2 12/5/20 11/25/2 E d Growing End G i Season S 11/16/2009

11/15/2 11/5/20 10/26/2 10/16/2 10/6/20 9/26/20 9/16/20

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 4

9/6/200 8/27/20 8/17/20 8/7/200 7/28/20 7/18/20 7/8/200 6/28/20 6/18/20 6/8/200 5/29/20 5/19/20 5/9/200

Begin Growing Season 3/11/2009

4/29/20 4/19/20

25 Days

4/9/200 3/30/20 3/20/20

184

185

186

187

189

190

191

188

Groundw water Elevation (fft)

192

3/10/20

0

0.5

1

1.5

2

2.5

3

4

3.5

Rainfall ((in) 12/15/20 12/5/200 11/25/20 E d Growing End G i Season S 11/16/2009

11/15/20 11/5/200 10/26/20 10/16/20 10/6/200 9/26/200 9/16/200

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 5

9/6/2009 8/27/200 8/17/200 8/7/2009 7/28/200 7/18/200 7/8/2009 6/28/200 6/18/200 6/8/2009 5/29/200 5/19/200 5/9/2009

Begin Growing Season 3/11/2009

4/29/200 4/19/200

30 Days

4/9/2009 3/30/200 3/20/200

185

186

187

189

188

Groundwater E Elevation (ft)

190

3/10/200

0

0.5

1

1.5

2

2.5

3

3.5

Rainfall ((in) 12/15/20 12/5/200 11/25/20 E d Growing End G i Season S 11/16/2009

11/15/20 11/5/200 10/26/20 10/16/20 10/6/200 9/26/200 9/16/200

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 6

9/6/2009 8/27/200 8/17/200 8/7/2009 7/28/200 7/18/200 7/8/2009 6/28/200 6/18/200 6/8/2009 5/29/200 5/19/200 5/9/2009

Begin B i Growing G i Season S 3/11/2009

4/29/200 4/19/200

20 Days

4/9/2009 3/30/200 3/20/200

199

200

202

201

Groundw water Elevation (fft)

203

3/10/200

0

0.5

1

1.5

2

2.5

3

3.5

Rainfall ((in) 12/15/20 12/5/200 11/25/20 E d Growing End G i Season S 11/16/2009

11/15/20 11/5/200 10/26/20 10/16/20 10/6/200 9/26/200 9/16/200

Farrar Dairy Restoration Site Hydrograph Wetland Gauge 7

9/6/2009 8/27/200 8/17/200 8/7/2009 7/28/200 7/18/200 7/8/2009 6/28/200 6/18/200 6/8/2009 5/29/200 5/19/200 5/9/2009

Begin B i Growing G i Season S 3/11/2009

4/29/200

44 Days

4/19/200 4/9/2009 3/30/200 3/20/200

203

204

205

207

206

Grroundwater Elevation (ft)

208

3/10/200

Groundwater Elevation (ft)

188

189

190

191

192

193

Begin Growing Season 3/11/2009

10/16/2009

10/6/2009

9/26/2009

9/16/2009

9/6/2009

8/17/2009

8/7/2009

7/18/2009

6/28/2009

6/18/2009

6/8/2009

5/29/2009

5/9/2009

4/29/2009

4/19/2009

3/20/2009

3/10/2009

8/27/2009

7/8/2009

5/19/2009

4/9/2009

3/30/2009

*Sensor elevation higher than jurisdictional elevation. Sensor depth will be lowered for Monitoring Year 2.

12 Inches Below Ground Surface

10/26/2009

Ground Surface

11/5/2009

Groundwater Depth

Sensor Depth*

11/25/2009

Growing Season

7/28/2009

Date

End Growing Season 11/16/2009

12/5/2009

Rainfall

111 Days

Farrar Dairy Restoration Site Hydrograph Reference Gauge

12/15/2009

11/15/2009

0

0.5

1

1.5

2

2.5

3

3.5

4

Rainfall (in)

0

2

4

6

8

10

12

14

Rainfall (in)

Jan-08 Feb-08 Mar-08 Apr-08 May-08 Jun-08

Farrar 30-70 Percentile Graph 2008-2009 Lillington, NC Monthly Rainfall

2008 Rainfall

Jul-08 Aug-08 Sep-08

2009 Rainfall

Oct-08 Nov-08 Date

Dec-08

30% Less Than

Jan-09 Feb-09 Mar-09 Apr-09

30% Greater Than

May-09 Jun-09 Jul-09 Aug-09 Sep-09 Oct-09 Nov-09 Dec-09

Appendix D Current Condition Plan View

Farrar Dairy Stream and Wetland Restoration Site

KCI Associates of North Carolina 2009 - MY01