20100099 Ver 1_401 Application_20130213

Natural Resource
Restoration & Conservation
February 5, 2013
Karen Higgins
Supervisor, Wetlands, Buffers, Stormwater - Compliance & Permitting Unit
NCDENR - Division of Water Quality
1650 Mail Service Center, Raleigh, NC 27699 -1650
RE: Pancho Mitigation Bank 401 Water Quality Certification Modification
Dear Mrs. Higgins:
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Please find attached a modified permit package for Nationwide Permit 27 at the previously approved Pancho
Mitigation Bank in Wayne County, NC. Restoration Systems had originally obtained a permit for this project (DWQ
Project # 10 -0099) to restore streams and wetlands within an approximately 65 -acre site in the Neuse River Basin.
The mitigation plan includes fill within the upstream, wooded reaches of Kennedy Mill Branch and the Main
Tributary to Kennedy Mill Branch to raise the bed elevation of these streams in order to complete priority 1 stream
restoration in agricultural portions of the Site. Fill within these reaches will be tapered back to the existing grade
at the upstream extent of the Site. In the original permit application existing reaches were expected to be partially
filled within 549 linear feet of Kennedy Mill Branch and 254 linear feet the Main Tributary. However, based on
additional field measurements conducted after approval of the initial permit package, it was determined that
partial fill within existing reaches will need to extended beyond initial estimates. Modified fill numbers for partial
fill within existing reaches are as follows.
Stream Reach Total Partial Fill Length
Kennedy Mill Branch 1334 linear feet
Main Tributary 853 linear feet.
Additional impacts within the Site resulting from fill of abandoned stream channels and ditches, and construction
of priority 1 stream restoration will not change from the original permit application.
Attached to this letter are the following items.
• Pre- Construction Notification (PCN) Form
• Figure 1. Bank Location Map
• Figure 2. Stream, Wetland, and Buffer Impact Map Key
• USACE Notification of Jurisdictional Determination
• Construction Cross Sections
If I can provide you with any additional information
Sincerel ,
Worth Creech
Attachments
Pilot Mill • 1101 Haynes St., Suite 211 • Raleigh, NC 27604 • wwwrestorationsystems.com • Phone [phone] • Fax [phone]

of WA Lev a
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C Form
A. Appkant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
Id. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment Into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in4leu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Pancho Mitigation Bank
2b. County:
Wayne
2c. Nearest municipality / town:
Goldsboro
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state
project no:
NA
3. Owner Information
3a. Name(s) on Recorded Deed:
Pancho Mitigation Company LLC
3b. Deed Book and Page No.
Bk 2763 Pg 212 -216/ Bk 2817 pg 419 -421
3c. Responsible Party (for LLC if
applicable):
Pancho Mitigation Company LLC
3d. Street address:
1101 Haynes Street, Suite 211
3e. City, state, zip:
Raleigh NC, 27604
3f. Telephone no.:
919 -755 -9490
3g. Fax no.:
919 - 755 -9492
3h. Email address:
j [e-mail]
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
41'. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable) -
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees):
Latitude: 35.33375 Longitude: - 78.192699
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
—65 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Kennedy Mill Branch
proposed project:
2b. Water Quality Classification of nearest receiving water:
C, NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Surrounding area land use is primarily agricultural, with some low- density residential housing. Onsite land use is
characterized by hardwood forest, agricultural land (row crop production), and pasture (livestock). Riparian zones and
wetland areas are primarily composed of herbaceous vegetation with sparse hardwood canopy species along the
streams. Riparian vegetation adjacent to restoration /enhancement reaches of the Bank is sparse and disturbed due to
livestock grazing, bush hogging, and regular maintenance activities.
3b. List the total estimated acreage of all existing wetlands on the property:
Currently 2.2 acres of jurisdictional wetland exist within the Bank including 1.7 acres of cleared jurisdictional wetland and
0.5 acre of forested jurisdictional wetland.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
9440 linear feet of total existing stream (8660 linear feet perennial stream and 780 linear feet of intermittent stream)
3d. Explain the purpose of the proposed project:
Bank activities are proposed to 1) restore (priority 1) 5322 linear feet of stream, 2) restore 1137 linear feet of braided
Coastal Plain stream, 3) enhance (level 1) 1969 linear feet of stream, 4) enhance (level 11) 1837 linear feet of stream, 5)
restore 29.0 acres of jurisdictional wetland, 6) enhance 1.5 acres of cleared jurisdictional wetland, 7) preserve 0.5 acres
of forested jurisdictional wetland, 8) establish a minimum 50 -1oot wooded riparian buffer adjacent to wetlands and
streams, and 9) establish a permanent conservation easement.
3e. Describe the overall project in detail, including the type of equipment to be used:
Primary activities designed to restore the Bank include 1) belt -width preparation and grading, 2) channel excavation, 3)
Installation of channel plugs, 4) backfilling of the abandoned channels, 5) partially filling upstream reaches of Kennedy
Mill Branch and the Main Tributary in order to start priority 1 stream restoration in agricultural fields, 6) installation of in-
stream habitat, 7) installation of marsh treatment areas to intercept stormwater flows prior to entering the Bank, 8)
removing spoil, 9) filling drainage ditches, 10) removing invasive species, and 11) planting with native, forest species.
Equipment expected to be used for Bank construction include track hoe, track truck, pump around, and bull dozer.
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No ❑Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
❑Preliminary I@ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Axiom Environmental, Inc.
Name (if known): Matt Thomas & Phillip Perkinson
Other:
Axiom Environmental, Inc.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
March 15, 2012 Action ID 201200473 by: William Wescott, PWS
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to *help file" Instructions.
SAW- 2010 -00142 dated 813/2012, DWQ #10 -0099 dated October 5, 2012
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Proposed Impacts Inventory
1 a. Which sections were completed below for your project (check all that apply).
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 13
PCN Form —Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland
Type of jurisdiction
Impact number
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
— Permanent
(if known)
DWQ — non -404, other)
(acres)
(P) or
Temporary T
W1 ❑ P ®T
fill of existing
ditch /abandoned channel,
Headwater
Forest
❑ Yes
ED No
® Corps
❑DWQ
0.19
restoration of UT1
W2 ❑ P ®T
fill of existing
ditches/abandoned channel,
Headwater
Forest
❑ Yes
ED No
® Corps
❑DWQ
0.04
restoration of UT2
W3 ❑ P O T
fill of existing ditches
Headwater
Forest
❑ Yes
® No
® Corps
❑ DWQ
0.23
W4 ❑ P ®T
fill of existing
ditches /abandoned channel,
Headwater
❑ Yes
® Corps
004
restoration of UT5
Forest
No
❑DWQ
W5 [I P [--] T
fill of existing ditches,
Hardwood Bottomland
❑Yes
®Corps
0 27
restoration of UT7
Forest
No
❑DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.77
2h. Comments: All wetland impacts occur in cleared wetlands, will be kept to a minimum, and are temporary. Temporary
impacts result from filling of drainage ditches /abandoned channels and restoration of new stream channels. All cleared
wetlands within the site will be planted with native, forest species. See Figure 2 for locations of wetlands that will be
temporarily impacted.
Page 5 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P)
intermittent
DWQ — non -404,
width
(linear
or Temporary
(INT)?
other)
(feet)
feet)
(T)
S1 ®P El T
Kennedy Mill
® PER
® Corps
11.3
2315
Branch
[I INT
C1 DWQ
S2 ®P [IT
main tributary to
Kennedy Mill
® PER
® Corps
8.5
975
Fill of abandoned channel
after constructing a new
channel
Branch
❑INT
❑DWQ
S3 ®P ❑ T
UT1
❑ PER
® INT
to Corps
❑ DWQ
2.5
420
S4 ®P ❑ T
UT2
❑ PER
® Corps
2.5
360
® INT
❑ DWQ
S5 ®P ❑ T
UT5
® PER
❑ INT
® Corps
❑ DWQ
3.0
410
S6 ®P ❑ T
UT6
® PER
❑ INT
® Corps
❑ DWQ
3.0
130
S7 ®P ❑ T
UT7
® PER
❑ INT
® Corps
❑ DWQ
4.0
1080
S8 ®P [IT
Fill of existing channel to
Kennedy Mill
Branch-
PER
®Corps
11.0
1334
raise the bed in order to
begin restoration on new
upstream
❑ INT
❑ DWQ
location within agricultural
main tribute to
tributary
Kennedy Mill
® PER
® Corps
S9 ®P ❑ T
fields
Branch-
El INT
❑ DWQ
11.0
853
upstream
3h. Total stream and tributary impacts
7877
3i. Comments: Impacted stream channels (S1 -S7) have been ditched and straightened, and are incised. Channels will be
restored on new location as single - thread channels with the exception of UT7, which is proposed as a braided channel.
Abandoned, existing channels will be backfilled. Impacts to stream reaches (S8 -S9) consist of filling in the existing channel to
raise the bed elevation in order to begin priority 1 stream restoration within agricultural fields. See Figure 2 for locations of
existing streams that will be impacted.
Page 6 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
number —
Permanent
(P) or
Temporary
01 ❑P❑
T
02 ❑P❑
T
03 ❑P❑
T
04 ❑P❑
T
4f, Total open water impacts
4g. Comments:
Page 7 of 13
PCN Form — Version 1.3 December 10, 2008 Version

S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of pond
acres
number
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse El Tar-Pamlico ❑Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d
6e.
6f.
6g.
Buffer
impact
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
number —
Stream name
mitigation
(square feet)
(square feet)
Permanent
required?
(P) or
Temporary
T
Improvements to
buffer from
131 ® P ❑
pasture /agricultural
Kennedy Mill Branch, main
❑ Yes
T
field to native,
tributary to Kennedy Mill
® No
544,282
366,491
forest species as
Branch, UTs1 -2, and UTs5 -7
well as removal of
a large spoil pile.
B2 ❑P❑
C1 Yes
T
❑ No
B3 E-1 PEI
❑Yes
T
❑ No
6h. Total buffer impacts
544,282
366,491
6i. Comments: Existing riparian buffers consist of pasture on the southern property, and agricultural row crops and spoil on the
northern property. Buffers will be taken out of the existing use, streams and wetlands will be restored /enhanced, and all
riparian buffers will be replanted with native, forest species.
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Current land use practices including the maintenance and removal of riparian vegetation; ditching of adjacent riparian
wetlands; and relocation, dredging, and channelization of onsite streams have resulted in degraded water quality and unstable
banks (stream entrenchment, erosion, and bank collapse). The project was designed to restore stream and wetland function
at the Site, thereby providing functional uplift by removing nonpoint sources of pollution associated with agricultural activities,
reducing sedimentation, providing shallow marsh treatment areas to intercept surface waters, promoting floodwater
attenuation, reestablishing stream stability and the capacity to transport watershed flows and sediment loads, improving
aquatic habitat and providing wildlife habitat. Sediment and erosion control practices will be implemented throughout.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
With the exception of channel work and filling of abandoned channels and ditches, equipment will not be used within wetlands
and all planting within wetlands will be done by hand. Disturbance to wetland areas by equipment used for channel work
(including filling of abandoned channels and ditches) will be minimized by keeping equipment footprints and movements within
wetland areas to a minimum. All channel work within stream enhancement (level 1) reaches will be completed in a manner to
cause as little disturbance to the existing vegetation as feasible and desirable hardwood trees greater than 4 inches in
diameter at breast height will be avoided to the maximum extent possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts
❑ Yes ® No
to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature.
❑ warm ❑ cool []cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested.
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 9 of 13
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
prior to entering Bank streams.
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Marsh treatment areas will be constructed to intercept stormwater flow
® Yes ❑ No
prior to entering Bank streams.
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: no impervious surface present on site or
proposed and not located in a WSI or WSII watershed
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state- implemented stormwater management programs apply
[] ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state /local) funds or the
(� Yes ® No
use of public (federal /state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWo Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violabon(s)-
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWO policy. If you answered "no," provide a short narrative description
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
NA
Page 12 of 13
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, Indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS county lists and current site conditions
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
TEI Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
HPOWEB map service and office visit with Susan Myers to review archeology maps
B. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? FEMA Firm maps
John Preyer
2/1/2013
Applicant/Agent's Printed Name
Date
Applicant/Ag nt's Signat
(Ag is signa re is valid only if an authorizatio ar from the applicant
is rovided.
Page 13 of 13
PION Form — Version 1.3 December 10, 2008 Version

d Directions to the Site from Raleigh, NC:
Travel east on U.S. Highway 70
Travel — 37 miles on U.S. Highway 70 to the intersection
with Martin Livestock Road
> Turn right at Martin Livestock Road (0.7 mile)
?, } ' -• ` > Turn right at Progressive Church Road (4 miles)
" i a Turn left at Brogden Road (0.5 mile)
Turn right at Richardson Bridge Road (5.3 miles)
.> Turn left at T- intersection onto Harper House Road,
0 0.5 1 2 3 4 which becomes Stevens Mill Road (1.3 miles)
Miles 1 -> The Bank is located where Kennedy MITI Branch crosses
Stevens Mill Road
Scale 1:120,000 -> Latitude: 35.333755° N, Longitude: 78.1926991 W
Dwn. By: FIGURE
Axiom Environmental, Inc PROJECT AND REFERENCE LOCATIONS CLF
218 Snow Avenue Date:
Raleigh,NC27603 PANCHO RESTORATION SITE Feb 2012
919 -215 -1693 Wayne County, North Carolina Project:
10 -010
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d Directions to the Site from Raleigh, NC:
Travel east on U.S. Highway 70
Travel — 37 miles on U.S. Highway 70 to the intersection
with Martin Livestock Road
> Turn right at Martin Livestock Road (0.7 mile)
?, } ' -• ` > Turn right at Progressive Church Road (4 miles)
" i a Turn left at Brogden Road (0.5 mile)
Turn right at Richardson Bridge Road (5.3 miles)
.> Turn left at T- intersection onto Harper House Road,
0 0.5 1 2 3 4 which becomes Stevens Mill Road (1.3 miles)
Miles 1 -> The Bank is located where Kennedy MITI Branch crosses
Stevens Mill Road
Scale 1:120,000 -> Latitude: 35.333755° N, Longitude: 78.1926991 W
Dwn. By: FIGURE
Axiom Environmental, Inc PROJECT AND REFERENCE LOCATIONS CLF
218 Snow Avenue Date:
Raleigh,NC27603 PANCHO RESTORATION SITE Feb 2012
919 -215 -1693 Wayne County, North Carolina Project:
10 -010

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. Z01200473 County: Wave U.S.G.S. Quad: 9[onthem
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Restoration Systems, LLC Aeent: Aidom Environmental, Inc.
On: Mm Tara Allden attn: Mn Matthew Thomas
Address: 1101 Haynes Street. Suite 21 Address: 218 Snow Avenue
RaLdgh, North Carolina 27604 Raleigh. North Carolina 27603
919-7554490 919- 215 -1693
Property description: Two Parcels containing anaroximately 62 acres make up Poncho Mltlgation Bank. The pare
south of Stevens Mill Road Is mostly Pasture. The parcel north of Stevens Mill Road is mostly sari ultural fields
Size (acres) 62 Nearest Town Goldsboro
Nearest Waterway Kennedy Mill Branch River Basin Nome
USGS HUC 304 20201 Coordinates 35.332658 N 78.190819 W
Location description: Property located along Stevens Mill Road (SR 1008) apProximately 13 miles west of Goldsboro
alone the Wayne County / dohaston County boundary.
Indicate Which of the Following ARPIV:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CPR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact William Wescott at910- 2514629.
C. Basis For Determination
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This Information applies only to approved Jurisdictional determinations as Indicated In
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
dotermination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele. Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 33 1.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form. it must be received at the above address by 5/14/2012.
"It is not necessary to submit RFA form to the Division OfH u do not object to the determination in this
correspondences"
Corps Regulatory Official: Pas.
Date: 3/15012 12 Expiration Date: 3/151Z01
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit hhUp: //per2.nwR.ussce.armv.cnil/survey hbW to
complete the survey online.
Copy furnished:

Construction Cross - sections

- Easement Boundary
- Major Contour
Minor Contour
Priority 1 Stream Restoration - 5,322 ft
- Strewn Enhancement Level 1 - 803 ft
- Stream Enhancement Level 2 - 3220 ft
- Cross Vane
® Abandoned Channel and Ditch BackPol
Log Vane
Cross Vane
Kennedy MIN Br
Ste 00 +00ora1bn
End Enhancement Love t
Elev 91.31
XS 1 (Ste 00+00)
XS 2 (Ste 02 +19)
Stream ---�_
Enhancement Level 1
549 ft
XS 3 (Ste 08+31)
XS 4 (Ste 09+25)
XS 5 (Ste 12 +39)
XS 8 (Ste 13 +34) 1
Start Enhancement Level 2
Ste 13 +34
Elevation at grade
i
IN
Stream
Enhancement Level
785 ft
{
( r
l < Stream , ".s•
Enhancement Level 1
254 ft
Stream
Enhancement Level 2
598 It
Mein Tdtwlarryy
Start Restoration j
Std 00 +00 !1
End Enhancement Level 1
Elev 90.5
XS 1 (Ste 00+00)
Axiom Emircnmen W, Inc.
XS 2 (Ste 04+47)
xs 3 (Ste la 05+6e)
XS 4 (Std 06 +79)
XS 5 (Ste 07+87)
Start
Enhancement Level 2
Ste N +52
Elevation at grade
someTdw"T
•j 1 �
e '
u
} o to He 9e e9 No W me ee 9e
/1MYetd9U
.a..ts9eyQewlw fw.e..ecereww - +—near
Note- Pooh We not depicted In profile due to scale Pool !orations
WIN be datermi ned M the field during construction.
seas... MIN.
96
`— 92
a..
16
o no 'ee ee as tae Mile 29eo
ante pi
�ee9[mry CM+Ww '�•e.wwelQwne�eea �enTN ee+
Nolo: Pods are rid depleted In oroW due to scale. Pool locations
wil be rleterrrnined in the field during construction.
Pancho
Mitigation Bank
Wayne County
North Carolina
Enhancement
Reaches
FIGURE NO.
1 M -20011
Dow
Daoanibar2010
A
Read Ile_
10-010

Site
HanldnU £kvatbo•
Pancho
Banldull Cross-Sectional Ara:
12.6
Banid'ull Width:
Stream
Flood Prone Area Elevation:
Keened Mill Branch
Flood Prone Width:
13.0
and Lens
XS ID
Mena Depth atlBankfuU:
XS - i (Station 00 ;00)
W / D Ratio:
6.3
Entrenchment Ratio:
Dn a Area
m
1 7
Date:
12/4 /2012
Field Crew:
K2 Design
Station
Elevation
0.00
92.44
8.42
9230
11.37
91.31
1633
91,30
18.19
91,30
20,20
91.30
2429
91.30
28.80
92.19
34.94
92.73
Stream; y _- G
Stream T L
Pancho - Kennedy Mill Branch, XS - 1, (Station 00+00)
94
93
92
91
o `90
,a- 89
w
88
87
I
86
0
10
20 30
40
L�
Station (feet)
SUMMARY DATA - PRECONSTRItCTiON
HanldnU £kvatbo•
88.4
Banldull Cross-Sectional Ara:
12.6
Banid'ull Width:
8.9
Flood Prone Area Elevation:
90 I
Flood Prone Width:
13.0
and Lens
SUMMARY DATA - PRECONSTRItCTiON
HanldnU £kvatbo•
88.4
Banldull Cross-Sectional Ara:
12.6
Banid'ull Width:
8.9
Flood Prone Area Elevation:
90 I
Flood Prone Width:
13.0
Max at Banldull:
1.7
Mena Depth atlBankfuU:
1.4
W / D Ratio:
6.3
Entrenchment Ratio:
1.5
Bank H' ht Ratio:
3.4
SUMMARY DATA -POST CONSTRUCTION
tiankfutl Elevation:
92.1
Bankfuil Cross-Sectional Ara:
12.3
Bankfuli Width:
19.1
Flood Prone Area Elevation:
92.9
Flood Prone Width:
120.0
Matt bat BanidnlL•
0.8
Mean h at Bankfull:
0.6
W 1 D Ratio:
29.7
Entrenchment {Ratio:
6.3
Bank Height Ratio:
I .I
���� BonkPo11
�� Pte[Ortslfuclton
-- � Post Consttuctmn

Station Elevation
0.00 93.84
590 93.33
11.58 91.51
1475 91.41
1595 91.41
20.34 91.41
23 87 9141
27 13 91.41
31 25 9340
38.48 93.34
Strom T G Stream T Cg
Pancho - Kennedy Mill Branch, XS - 2, (Station 02 +19)
95
94 -- --
93 - - - - -- ____:------ --� --- ---- - - - - --
92 _____�_________ --------- _------ ..---- ��.—_—__—__
0 91 _ - - - - -- __.._ ___. . _...- ._..___
M
g9 ���� Mood Pranc Ama Bmkfull
—+— rrccunstructao
88
—Post Canst tm
87
0 10 20 30 40
Station (feet)
Site Pancho
Stream Kennedy Mill Branch
XS ID XS - 2 (Station 02 +19)
Drat a Area ml : 1 7
Date: 12i4r_o 12
Field Crew: KZ Design
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation:
89.7
Bsnkfutl Cross- Sectiortai Area:
12.4
Bankfutl Width:
11.7
Flood4Prone Area Elevation:
91 I
Flood Prone Width:
13.0
and Lewis
Station Elevation
0.00 93.84
590 93.33
11.58 91.51
1475 91.41
1595 91.41
20.34 91.41
23 87 9141
27 13 91.41
31 25 9340
38.48 93.34
Strom T G Stream T Cg
Pancho - Kennedy Mill Branch, XS - 2, (Station 02 +19)
95
94 -- --
93 - - - - -- ____:------ --� --- ---- - - - - --
92 _____�_________ --------- _------ ..---- ��.—_—__—__
0 91 _ - - - - -- __.._ ___. . _...- ._..___
M
g9 ���� Mood Pranc Ama Bmkfull
—+— rrccunstructao
88
—Post Canst tm
87
0 10 20 30 40
Station (feet)
Site Pancho
Stream Kennedy Mill Branch
XS ID XS - 2 (Station 02 +19)
Drat a Area ml : 1 7
Date: 12i4r_o 12
Field Crew: KZ Design
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation:
89.7
Bsnkfutl Cross- Sectiortai Area:
12.4
Bankfutl Width:
11.7
Flood4Prone Area Elevation:
91 I
Flood Prone Width:
13.0
Max at BaokfuU:
1.4
Mean hat Bankfuil:
1.1
W / D.Ratio:
1 t 0
Entrenchment Ratio:
I.1
Bank Height Ratio:
3.7
SUMMARY DATA -POST CONSTRUCTION
Bankful! Elevation:
92.1
BankfnU Cross-Sectional Area:
12.4
Bank(ull Width:
19.0
Rood Prone Area Elevation:
92,8
Flood Prone Width:
23.0
Maxi at Bankfull:
0,7
Mean Depth at.BankfnlL•
0.7
W / D Rath:
29. I
Entrenchment Ratio:
i 3
Bank H t Ratio:
2.7

She
Bankfull Elevation:
Pancho
Bankfull Cross - Sectional Ara:
I2 4
Bankfull Width:
Stream
Flood Prone Area Elevation:
Kennel Mill Branch
Flood Prone Width:
14.5
and Lewis
XS ID
Man at Bankfull:
XS - 3 (Station 06 +31)
W ! D Ratio:
7.4
Entrenchment Ratio:
Drainage Area
mi :
1.7
Date:
12142012
Field Crew:
K2 Design
Station
Elevation
707
94.74
11.29
93.50
13.71
91.61
16.07
91.61
19.46
91.61
22.94
9161
26,44
93,49
32.91
94.63
Strewn G
Stream T C
Pancho - Kennedy
Mill
Branch, XS - 3, (Station 06 +31)
96
95
94
d
5 93
c
a 92
91
1
89
0 10
20 30
40
v
Mown (feet)
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation:
91.3
Bankfull Cross - Sectional Ara:
I2 4
Bankfull Width:
9.6
Flood Prone Area Elevation:
93.3
Flood Prone Width:
14.5
and Lewis
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation:
91.3
Bankfull Cross - Sectional Ara:
I2 4
Bankfull Width:
9.6
Flood Prone Area Elevation:
93.3
Flood Prone Width:
14.5
Mai hat Bankfull:
2.0
Man at Bankfull:
1.3
W ! D Ratio:
7.4
Entrenchment Ratio:
i .5
Bank H t Ratio:
2 I
SUMMARY DATA - POST CONSTRUCTION
BankfuBMEk:vatbn:
92.7
Bankfull Cross - Sectional Area:
12.4
6ankfult Width:
12.8
Food Prone Area Elevation:
93,8
Flood Prone Width:
19.0
Max, Depth at BaokfuH:
I . I
Man Depth at Bankfull:
I 0
W / D Ratio:
13.2
Entrenchment Ratio:
I.5
Bank Height Ratio:
1.7
BankPoll
____Flood Prone Area
��t��Preconstntawn
—Post Construction
— - -� _

Site
Baakfutl Elevation:
Pancho
Bankfutl Cross-Sectional Area:
12.6
Baokfutl Width:
Stream
Flood�Prone Area Elevation:
Kemtedv Mill Branch
Flood Prone Width:
17.0
and Lewis
XS ID
Mean' hat 6ankfull:
XS - 4 (Station 09 +25 }
W J DSRatio:
! 1.4
EatreachmrntjRatio:
D eArea
ml:
1.7
Date:
12/413012
Field Crew:
K2 Design
Station
Elevation
000
9601
5 17
96.02
9.83
9517
14.92
9236
19.92
91.75
24.54
91.75
27.74
91 75
31.91
95.07
37.33
95.75
Stream T G
Stream Gc
Pancho - Kennedy
Mill
Branch, XS - 4, (Station 09 +25)
97
96
95
5
c 93
nt
92
91
90
89
0 10
20 30
40 i
Station (feet)
SUMMARY DATA - PRECONSTRUCTiON
Baakfutl Elevation:
91.7
Bankfutl Cross-Sectional Area:
12.6
Baokfutl Width:
12.0
Flood�Prone Area Elevation:
93. I
Flood Prone Width:
17.0
and Lewis
SUMMARY DATA - PRECONSTRUCTiON
Baakfutl Elevation:
91.7
Bankfutl Cross-Sectional Area:
12.6
Baokfutl Width:
12.0
Flood�Prone Area Elevation:
93. I
Flood Prone Width:
17.0
Mai Depth at Baakfuil:
1 4
Mean' hat 6ankfull:
I.1
W J DSRatio:
! 1.4
EatreachmrntjRatio:
1.4
Bank Height Ratio:
3.4
SUMMARY DATA -POST CONSTRUCTION
Bankfntl Elevation:
92.8
BankfnB Crosa�ectional Area:
12.5
BankTntl Width:
14,9
Flood Prone Area Elevation:
93.8
Flood Prone Width:
19.0
Ma:� th at Bsnkrntl:
I.0
Mae' hat Sankfutl:
0.8
W ! D Ratio:
17.8
Entrenchment Ratio:
1.3
Bank Height Ratio:
3.3
s --
� ����BaskfWl
_ �� � � Food Prone Arcn
�� Preconstructan
Post Construction

Site
B:nkfull Elevation:
F'ancho
Baakfall Cron- Sectional Area:
XS - 5 (Station 12 +39)
Stream
I7
Keened M)II Branch
12/4r30I 3
Fkkl Crew:
K2 Desi m and Lewts
XS ID
Mesa hat BankfuU:
1.2
W / D Ratio:
8 6
Entrenchment Ratio:
1.6
Bank Height Ratio:
2 8
Station
Elevation
0.00
9647
562
96.07
10.03
93.12
13.40
92.08
16.01
91.90
20.87
9190
2161
9464
27.23
96 8R
34.26
9699
Strom T Ge
Stream T Gc
Pancho - Kennedy
Mill
Branch, XS - 5, (Station 12 +39)
98
97
- -
i96 -- _�._
-- - -- - - ° --
d 95 - -.
_
-
5 ------- - - - - -- - -- -------------
- - ---- --------------------
m 94 -- --- _ - --
—_.
93 - -- --- ---- - - - - -- -------
----
-- - --- -° - ---- ---- -------- -- --aankfull
W
92
- -- -Flood Prone A-
i �� Preconv —000
91
� Post Construction
�....
90
0 IO
20 30
40
Station (jeer)
SUMMARY DATA - PRECONSTRUCTION
B:nkfull Elevation:
92.7
Baakfall Cron- Sectional Area:
XS - 5 (Station 12 +39)
Dn Area ml:
I7
Date:
12/4r30I 3
Fkkl Crew:
K2 Desi m and Lewts
SUMMARY DATA - PRECONSTRUCTION
B:nkfull Elevation:
92.7
Baakfall Cron- Sectional Area:
12.4
BankfnU Width:
10.3
Flood Prone Arcs Elevation:
94.6
Flood Prone Width:
16.0
Max hat BaakfuU:
1 9
Mesa hat BankfuU:
1.2
W / D Ratio:
8 6
Entrenchment Ratio:
1.6
Bank Height Ratio:
2 8
SUMMARY DATA -POST CONSTRUCTION
BankfutllEkvation:
93.2
BaokfoU Cross-Sectional Area:
13.5
Baaldutl Width:
11.9
FkadlProne Area Elevation:
94.5
Flood Prone Width:
15 A
Max Depth at Baakfnll:
1 3
Mao hat Bankfutl:
1 I
W! D Ratio:
1 1 3
Entrenchment Ratio:
1.3
Sank Height Ratio:
33

Site
Bankfnll Elevation:
Poncho
Baokfull Cron-Sectional Area:
12.4
Banktou wwm•
Stream
Flood Prone Ara Elevation:
Kennedy Mill Branch
Pkwd Prone Width:
�S 0
and Lewis
XS ID
Mean hat Baakfnll:
XS - b (Station 13 +34)
W 1 D Ratio:
9.4
Entrenchment Ratio:
Drainage Area
mi •
1 7
Date:
11!4/2012
Field Crew:
K3 Design
Station
Elevation
0.00
9690
5.72
9385
10.85
94.60
14.56
91.93
2045 ,
92.23
24.77
94.00
30 27
9485
3549
9689
42.10
97.02
Stream T F
Stream T E
Pancho - Kennedy Mill
Branch, XS - 6, (Station 13 +34)
98
97
96
m
5 95
a
o
a 94
93
92
91
0 10
20 30
40
Station (feel)
SUMMARY DATA - PRECONSTRUCTION
Bankfnll Elevation:
93.3
Baokfull Cron-Sectional Area:
12.4
Banktou wwm•
10.8
Flood Prone Ara Elevation:
95?
Pkwd Prone Width:
�S 0
and Lewis
SUMMARY DATA - PRECONSTRUCTION
Bankfnll Elevation:
93.3
Baokfull Cron-Sectional Area:
12.4
Banktou wwm•
10.8
Flood Prone Ara Elevation:
95?
Pkwd Prone Width:
�S 0
Max h at.BankfuB•
19
Mean hat Baakfnll:
I 1
W 1 D Ratio:
9.4
Entrenchment Ratio:
3.6
Bank Height Ratio:
� 9
SUMMARY DATA -POST CONSTRUCTION
Bankfu8 Elevation:
93.5
Bankfull Cross-Sectional Area:
12.5
BanktuB Width:
11.3
Flood Prone Area Elevation:
95 1
Flood Prone Width:
28.0
Max hat BaaldnU•
Lb
Mao Depth at BankPo6•
I 1
W ! D Ratio:
10.3
Entrenchment Ratin:
3 5
Bank li ht Ratio:
3. I
Fkwd Prone Area
Preconstrtutwn
� Post Consirucl10t1

Site
Hanktul! Elevation:
Pancho
lsaakfuU Cross - Sectional Area:
9. I
Hankful! Width:
Stream
Blood Prone Area Ekrva[kto:
Main Tributary
Flood Prone Width:
13.0
and Lewts
XS ID
Mean Depth at.Baakfnp:
XS - 2 (Station 04 +47)
W / D Rath:
I6.1
Entrenchment Ratio:
Drainage Area
fig mi .
I I
Date:
13!4l2U 12
Field Crew:
K2 Design
station
Elevation
0.00
95.34
5 17
94.99
8.34
94.58
1136
93.04
13.42
9136
13.63
91.26
1443
9136
2418
9136
26.16
9136
27,91
9339
31 88
94 57
35 77
94.97
Strom T G/F
Stream F!C
44.23
95.34
Pancho - Main Tributary, XS - 2, (Station 04 +47)
96
95
94
93
------- -- --- -- - - - -- ---------
---------------- — ---------------------
0 92
a 91
{ 90
FloodProneA-
J
t Precnnctrucuon
89
�PoACOIISINCIg11
88
0 10
20 30
40
Station (feet)
SUMMARY DATA - PRECONSTRtItT10N
Hanktul! Elevation:
89.4
lsaakfuU Cross - Sectional Area:
9. I
Hankful! Width:
12.1
Blood Prone Area Ekrva[kto:
90.3
Flood Prone Width:
13.0
and Lewts
SUMMARY DATA - PRECONSTRtItT10N
Hanktul! Elevation:
89.4
lsaakfuU Cross - Sectional Area:
9. I
Hankful! Width:
12.1
Blood Prone Area Ekrva[kto:
90.3
Flood Prone Width:
13.0
Max at HankfuU•
0.9
Mean Depth at.Baakfnp:
0.8
W / D Rath:
I6.1
Entrenchment Ratio:
I.I
Bank Height Ratio:
5.3
Sl1MMARY DATA -POST CONSTRUCTION
Bankfull Elevation-
91,9
Baekfnil Croce- Sectional Area:
9 1
HaddnY Width:
14, I
Flood Prone Area Elevation:
93.6
Flood Prone Width:
I5.0
Max. th at Haakfull:
0.7
Mean hat Bankfnll:
0.6
W / D Rath:
21.8
Entrenchment Rath:
I.I
Beak Height Ratio:
2.9

Site
Bankfull Elevation: �
Pancho
Bankfull Cross-Sectional Area:
9.1
Bankfull Width:
Stream
Flood Prone Area Elevation:
Main Tributary
Flood Prone Width:
11.0
and Lewis
X5 H)
Mean Depth at Bankfull:
XS - 3 (Station 05 +68)
W ! D Ratio:
10.8
Entrenchment Ratio:
Dn a Area
mi :
I.1
Date:
1 2/4/3012
Field Crew:
K2 Design
Station
Elevation
0.00
9590
866
96 17
14.03
9570
16.89
91.18
18.72
91.18
22.10
91.18
26.10
91.18
27.63
92.65
32.76
94.73
3677
95.55
Stream T G
Stream T Gc
Pancho Main
Tributary,
XS 05 +68
-
-3, (Station
97
I
96
95
m 94
0 93
d 92
XIL
91
90
89
0 10
20 30
40
Statton (feet)
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation: �
90.9
Bankfull Cross-Sectional Area:
9.1
Bankfull Width:
9.9
Flood Prone Area Elevation:
92. I
Flood Prone Width:
11.0
and Lewis
SUMMARY DATA - PRECONSTRUCTION
Bankfull Elevation: �
90.9
Bankfull Cross-Sectional Area:
9.1
Bankfull Width:
9.9
Flood Prone Area Elevation:
92. I
Flood Prone Width:
11.0
Max at Banld'all:
1.2
Mean Depth at Bankfull:
0.9
W ! D Ratio:
10.8
Entrenchment Ratio:
i 1
Bank Height Ratio:
4?
SUMMARY DATA -POST CONSTRUCTION
Bankfull Elevation:
9?. I
Bankfull Cross+Sectional Area:
9.2
Bankfull Width:
10.7
Flood Prone Area Elevation:
93.0
Flood Prone Width:
13.0
Max, Depth at Bankfull:
0.9
Mean hat Bankfull:
0.9
W ! D Ratio:
12.4
Entrenchment Rath:
1.2
Bank Height Ratio:
3.9
` � � � � � '
Fbal Prone Area
i
tPreconstrucran
Pos Consvuctron

Site
Bankfull.Elevatioa:
1'ancho
Bankfull Cross-Sectional Area:
9 1
Baokfull Width:
stream
Flood Prone Am Elevation:
Main Tributary
Food Prone Width:
Crow:
K2 Design and Lewis
XS ID
Mean at Bankfull:
XS - 4 (Station 06 +79)
W ! D Ratio:
12.8
Entrenchment Ratio:-
Drat a Area
mt :
1,1
Date:
12/4 %2011
Field
Station
Elevation
000
96.53
8 12
95.84
12.68
9402
16.60
91.13
23.04
91 13
25.81
91.13
29.50
94.61
34.97
95,11
42.18
9ti23
5trcam T G/F
Stream T G/F
Pancho - Main Tributary, XS - 4, (Station 06+79)
97
96
95
94
93
0
6 92
---- Bankfull
47
'
91 ...�__�__.._ _._.__....._..m.,....
� .=.r X1!1! �� .._. ---- Fkwd Prone Area
tPrcconslructwn
90
Post Constructwn
89
0 10
20 30
40
Station (feet)
SUMMARY DATA - PRECONSTRUCTION
Bankfull.Elevatioa:
91.3
Bankfull Cross-Sectional Area:
9 1
Baokfull Width:
10.8
Flood Prone Am Elevation:
92.5
Food Prone Width:
Crow:
K2 Design and Lewis
SUMMARY DATA - PRECONSTRUCTION
Bankfull.Elevatioa:
91.3
Bankfull Cross-Sectional Area:
9 1
Baokfull Width:
10.8
Flood Prone Am Elevation:
92.5
Food Prone Width:
13.0
Max hat Bankfuu:
1.3
Mean at Bankfull:
0.8
W ! D Ratio:
12.8
Entrenchment Ratio:-
I.2
Bank H t Ratio:
3?
SUMMARY DATA -POST CONSTRUCTION
Bankfu111Ekvatloo:
92 0
Baakfull Crow - Sectional Area:
9.2
Baokfnll Width:
11.4
FloodtProne Area Elevation:
91.9
Flood Prone Width:
14.0
Max Depth at Bankfnll:
Q9
Man h atiBankfull:
0 8
W / D Ratio:
14.1
Entrenchment Ratio:
1.2
Beak Height Ratio:
3.2

Site
Bankfull EkwtbD•
Pancho
Bankfull Cross-Sectional Area:
9. I
Bankfull Width:
Stream
Flood Prone Am Elevation:
Matti Tributa
Flood Prone Width:
12.0
XShID
Mean Depth at Bankfull:
XS - 5 (Station U7 +87)
W 1 D Ratio:
9.9
Entrenchment Ratio:
Drainage Ara
m
1 I
Date:
1214f2012
Field Crt•�:
K2 pesi �n and Lewis
Station
Elevation
000
9655
701
96.88
982
96.23
12.88
9493
15.49
91.10
22.12
91 10
25.44
92.52
30 16
95.55
34.82
9695
Stream T G
Stream T G
Pancho - Main Tributary, XS - 5, (Station 07 +87)
98
97
I
96
h
95
5
S 94
6 93
ru
92
91
90
0 10
20 30
40
Station (feet)
SUMMARY DATA - PRECONSTRUCTION
Bankfull EkwtbD•
91.9
Bankfull Cross-Sectional Area:
9. I
Bankfull Width:
9.5
Flood Prone Am Elevation:
93. I
Flood Prone Width:
12.0
SUMMARY DATA - PRECONSTRUCTION
Bankfull EkwtbD•
91.9
Bankfull Cross-Sectional Area:
9. I
Bankfull Width:
9.5
Flood Prone Am Elevation:
93. I
Flood Prone Width:
12.0
Max hat Bankfull:
f ?
Mean Depth at Bankfull:
1.0
W 1 D Ratio:
9.9
Entrenchment Ratio:
1.3
Bank Height Ratio:
3.5
SUMMARY DATA -POST CONSTRICTION
BankfuA Elevation:
92?
Bankfull Cross- Sectioral Ara:
9?
Bankfuli Width:
9.9
Flood Prone Area Elevation:
93.3
Flood Prone Width:
13.0
Max Depth at BankfDll:
l . l
Man hat Bankfull:
0 9
W I D Rath:
10.7
Entrenchment Ratio:
1 3
Bank H htjRatio:
3.5
_______________� ___________��__ �_�_ _
-- Bankfu0
LH Prcconstrucrwn
Past Constrixtan
......,.