20090718 Ver 1_401 Application_20090609

09-0 7 1 8
i ramble Pidge Farm5, LLC
510 5now Lane
5parta, NC 286775 PA I
June 19, 2009
0 ! .
US Army Corps of Engineers J 0
Attn: Ms. Amanda Jones UN w 3 2009
151 Patton Ave WETLAZSANDSTORAM; AL BRANCH
Asheville, NC 28801
The purpose of this letter is to request a Nationwide Permit 13 to conduct streambank
stabilization on approximately 1,350 linear feet of an unnamed tributary to Wolf Branch
in Alleghany County, North Carolina. But for the length of the project, this type of
stream work appears to be eligible under Nationwide Permit 13 and its corresponding
General Certification 3689 without written notification. The voluntary stabilization
project will be conducted in cooperation with the Natural Resource Conservation Service
under the Environmental Quality Incentives Program. The objectives of the conservation
plan are to 1) reduce erosion and sedimentation, 2) improve fisheries habitat, and 3)
establish riparian buffers.
Portions of the property were purchased in 2006 with additional acreage being acquired
in 2009. Failing entrenched stream banks are found through out the reach and regionally
the stream choked with sediment. During the time that we have owned the property we
have observed that some streambanks have migrated upwards to two feet. Streambank
stabilization will be occurring within areas with a forested riparian buffer as well as areas
where none currently exists. Invasive exotic species such as multiflora rose is being
eradicated from the project area. Wetlands adjacent to the work area have been
delineated and will not be impacted by the proposed activities. The drainage area
upstream of the property is primarily forested with some areas of grazing land and
Christmas trees.
Natural stream design practices were used to determine suitable crossectional area, design
parameters and structure placement. The implementation of the attached plan will be
under the direction of a qualified stream contractor familiar with natural design
techniques. The attached plan approximates the locations of the proposed structures and
treatment techniques. The final placement of structures will be depicted in an as-built
document. The project has the potential to eliminate 150 tons of soil loss per year from
the eroding banks.
The project is not intended to be a stream restoration project suitable for compensatory
mitigation but rather to serve as the framework for other landowners to utilize existing
NRCS programs to improve water quality. The EQIP program has the potential assist
many land owners and we suggest that a streamlined program be developed. The funding
under EQiP is limited and there is no compensation for land encumbered under the
program.
We respectfully request an expedited review of the project so that construction below the
ordinary high watermark can commence by the middle to end of July. The funding for
the project is time sensitive and a breach of the NRCS contract will result in a significant
monetary penalty. Construction during the low flow periods of the summer is preferable
to higher flow periods. Finally, the trout moratorium would prevent any work from being
conducted between October and April.
Thank you in advance for you consideration.
Chris Huysman
Cc: Sue Homewood, NC DWQ
Ron Linville, NC WRC
Greg Wagoner, NRCS
p9-0718
A7?R0.
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information A in
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
1 d. 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
1 e. 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 in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes N No
2. Project Information
2a. Name of project: Bramble Ridge Farms, LLC Streambank Stabilization
2b. County: Alleghany
2c. Nearest municipality / town: Sparta
2d. Subdivision name: N/A JUN 2 3
2e. NCDOT only, T.I.P. or state
project no:
N/A
*W
DENR - WATER QUALITy
J
3. Owner Information M AND STORM. ItRutmGM
3a. Name(s) on Recorded Deed: Christopher and Amy Huysman
3b. Deed Book and Page No. DB 283 PG 184 and DB 325 PG 1281
3c. Responsible Party (for LLC if
applicable): Christopher and Amy Huysman
3d. Street address: 510 Snow Lane
3e. City, state, zip: Sparta, NC 28675
3f. Telephone no.: 336 / 372-7327 -or- 336 / 406-0906
3g. Fax no.: N/A
3h. Email address: [e-mail]
Page I of 11
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:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. 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 11
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): 3989546326 and 3989436529
1 b. Site coordinates (in decimal degrees): Latitude: 36.46287 Longitude: - 81.08970
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 75 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT Wolf Branch
proposed project:
2b. Water Quality Classification of nearest receiving water: C Trout
2c. River basin: New River
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:
Agricultural lands used for grazing and hay production and managed forestland.
3b. List the total estimated acreage of all existing wetlands on the property:
2 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
4,000
3d. Explain the purpose of the proposed project:
Voluntary streambank stabilization using bioengineering and fisheries habitat improvement using stream restoration
techniques. The streambank erosion is contibuting between 50 and 150 tons of sediment per year based on BEHI
analysis. Approximately 1/2 of the stream work will be occur within forested areas and 1/2 of the work will occur in field
areas; forested riparian buffers will be established in the field areas. Multiflora rose will be managed in the project area.
Partial funding is provided by NRCS through EQUIP to reduce soils loss and improve water quality for fisheries. The
permitted plan will be reviewed by NRCS prior to implementation. The project will result in a stream that has an
appropriate bankfull crossection, stable streambanks and forested riparian buffers.
3e. Describe the overall project in detail, including the type of equipment to be used:
The attached schematics depict the approximate locations of structures and typicals are provided for each: DWQ, NRCS,
and USACE staff have all conducted field inspections of the site. Instream work will be conducted by Backwater
Environmental: see attached Backwater statement of qualifications and equipment list. The contractor will maintain all
equipment to the highest standard. The contractor will work in the stream where there is danger of removing or harming
existing forested buffers and will work from the streambank where there is no forested buffer. The exception being that
the equipment must be in the stream to install structures below the bankfull elevation. Streambanks will be mulched and
matted. Trees will be established within a 25 foot buffer and will be tubed in accordance with NRCS standards; proposed
vegetation includes but is not limited to : ashe, black walnut, sycamore, cottonwood, white pine, gum, black cherry and
willow; all which are commonly found in the region. The applicant will produce an as-built drawing showing the locations
of structures and representative crossectional areas.
Page 3 of 11
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 /
project (including all prior phases) in the past?
Comments: Wetland have been delineated in the project area
for two reasons: 1) all wetlands will be avoided during ? Yes ® No ? Unknown
construction so as to avoid temporary impacts that would
need to be mitigated and 2) wetlands are boggy in nature
and equipment would get stuck in the areas and reduce
project efficiency.
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: WNR
Name (if known): Tamp Bandy and Chris Huysman Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Wetland delineation was reviewed by Ms. Amanda Jones and Ms. Sue Homewood on June 9, 2009
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.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
The applicant reserves the right to perform voluntary wetland restoration in drained agricultural field located adjacent to
the stream project. This work may or may not occur in the future based on the outcome of this project. Should the work
be conducted, it will require the discharge of minor amounts of fill material into ditches and wetlands to re-establish
hydrology. This work may or may not be eligible under a non-reporting Nationwide Permit 27 depending on timing and
funding.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
I a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
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 impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
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) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T stabilization UT Wolf Branch ® PER
? INT ® Corps
® DWQ g 1350
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 1350
3i. Comments: Impacts are temporary in nature and there is no loss of function.
Page 5 of 11
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 number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and 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 (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. 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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
Page 6of11
PCN Form -Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Stream stabilization will be conducted using bioengineering practices instead of riprap. The design uses customary practices
for natural stream design to ensure a stable project. All wetlands will be avoided.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All wetlands have been flagged and equipment will be prevented from entering the wetlands. Instream work will be limited to
forested areas and specific location necessary to install structures. The applicant has selected a qualified contractor to install
the practices.
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 to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

F-1 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 7of11
PCN Form -Version 1.3 December 10, 2008 Version
c
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 ? Yes ? No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 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:
Page 8of11
PCN Form - Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
I 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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: There exists approximately 2 acres of impervious area in a 75 acre ? Yes ® No
parcel
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0.026%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There exists approximately 2 acres of
impervious area in a 75 acre parcel inclusive of rock roads and roof tops
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
apply (check all that apply): ? USMP
? 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
4a. Which of the following state-implemented stormwater management programs apply E] HQW
? 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
5. 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 9 of 11
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?
1 b. 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
letter.)

Comments: NRCS has a Programatic Environmental Document for cost sharing ? Yes ? No
under the Environmenal Quality Incentive Program and the Wildlife Habitat
Incentives Program
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), DWQ 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 violation(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 DWQ policy. If you answered "no," provide a short narrative description.
The project in no way supports development but rather improves water quality by establishing a stable stream system and
riparian buffer.
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.
N/A
Page 10 of 11
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?
5c. If yes, indicate the USFWS Field Office you have contacted. E] Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Bog turtle habitat is common in Alleghany County. All wetlands will be avoided during construction in order to minimize
potential impacts to the species.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
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?
NRCS field study found no historic or archeological resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? _T _[JYes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Alleghany County GIS
Christopher Huysman ?y 6/19/2009
Applicant/Agent's Printed Name Applicant/A ent's Sign ture Date
(Agent's signature is valid only if an authorization letter from the applicant
is rovided.
Page 1 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version
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Name: GLADE VALLEY Location: 036.4833036° N 081.0898869° W
Date: 6/8/2009
Scale: 1 inch equals 2000 feet
Alleghany Co., NC -- Printable Map
Parcels
PIN : 3989546326
Subdivision: 14-057AA
Owner:
HUYSMAN, CHRISTOPHER A. & AMY P.
510 SNOW LANE
PARTA NC 28675
Parcel Location:
DEW DROP RD
Calc. Acres: 23.410
Deed Acres: 23.588
Deed Book: 325 Pg: 1281
Deed Date: 02-26-09
Misc 1: 3989547114
Misc 2: 3989545380
Current Land Value:$178,100
Current Bldg Value: $0
Current Total Value:$178,100
Page 1 of l
Other Attributes
at point 1385570, 994211
Fire Districts:
Name: Sparta
Map Index:
Soils:
DSL Name: WaE
Townships:
Name: Whitehead
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Mar
information is believed to be accurate but accuracy is not guaranteed
http7/www webgis net Anderson & Associates. Inc. http //www.andassoc.com
http://arcims.webgis.net/nc/alleghan),/printable.asp'?process=id&x2-1385569.67550588&y... 6/8/2009
Alleghany Co., NC
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Soil Map-Alleghany County, North Carolina
Map Unit Legend
Bramble Ridge Farms
Allegheny County, North Carolina (N0005)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Ad Alluvial land, wet (Nikwasi) 7.6 67.9%
FnC2 Fannin silt loam, 6 to 10 percent slopes, 0.0 01%
eroded
WaC Watauga loam. 6 to 10 percent slopes 0.0 0.3%
WaE Watauga loam, 10 to 25 percent slopes 3.4 30.8%
WaF Watauga loam, 25 to 45 percent slopes 0.1 0.8%
Totals for Area of Interest 11.2 100.0%
Natural Resources Web Soil Survey 2.2 618/2009
Conservation Service National Cooperative Soil Survey Page 3 of 3
BACKWATER ENVIRONMENTAL, DIVISION OF THE OSBORNE
COMPANY, INC. (NCGCL#16348)
STATEMENT OF QUALIFICATIONS AND EQUIPMENT
SPECIFICATIONS FOR STREAM AND WETLAND RESTORATION
CONTRACTOR
Backwater Environmental
Company Contact: Wes Newell or Adam McIntyre
P.O. Box 1654
Pittsboro N.C. 27312
(fedex: 119 Ilex Court)
[phone]
Fax: [phone]
www.backwater.biz
Statement of Qualifications and Equipment Specifications
Bramble Ridge Farms Stream Stabilization
North Carolina Wildlife Habitat Improvement Program (WHIP)
Alleghany County, North Carolina
Backwater Environmental represents a general contractor, design-build, and construction firm
that specializes in environmental restoration. Primary areas of expertise include stream
restoration, wetland restoration, dam removal, sediment dredging, and stormwater BMPs.
Backwater staff has been involved with over 160 environmental restoration projects over the last
20 years, encompassing 8 dam removals, 120,000 linear feet of stream, 2,000 in-stream
structures, and 200+ stormwater BMPs. A list of sample projects completed over the last 8
years is attached, including over $18 million in total work load. Backwater staff determines the
least damaging and most cost efficient methods for construction projects. We provide support
through review of construction plans and project sequencing, constructability, detailed cost
estimating, contract review, monitoring, and construction administration services. Backwater
project managers and superintendents are also trained biologists and track hoe operators
capable of maximizing the construct design using natural channel design. In addition,
Backwater Environmental maintains all project scientists / managers, required labor forces,
equipment operators, and construction equipment to complete the job with the least damage to
the surrounding landscape. Fully owned equipment includes a fleet of tracked dump trucks,
hydraulic thumb excavators, swivel bucket excavators, low ground pressure dozers / mats,
dredge, and 24-hour pumping systems in order to provide efficient and fixed-price construction
support. Backwater utilizes marine grade hydraulic fluids and spill prevention systems to negate
potential for environmental pollution during our work. We utilize low ground pressure, rubber
tracked equipment and do not allow rut-forming rubber tired equipment within the stream
restoration corridor. At Backwater, environmental restoration is the sole focus of our work. A
list of specialized heavy equipment to be used on this project is provided below.
# Name Make/ Model Description App.
Hourly
Rate (fully
operated)
1 Kubota Excavator with KX080 Low ground pressure, rubber tracked excavator for installation of $79
Hydraulic Thumb in-stream structures marine grade fluids
2 Caterpillar Swivel CAT 322bl Tracked excavator with 360° swivel bucket for channel excavation $111
Bucket Excavator and bank stabilization. Stream banks can be sloped from any
angle without moving the piece of equipment around; thereby
minimizing damage to the stream landscape
3 Komatsu Rotating CD60R Low ground pressure, rubber tracked dump truck with 360° swivel $107
Tracked Dump Truck bed to eliminate turn-arounds and to minimize landscape damage
4 IHI Tracked Dump IC100 Low ground pressure, rubber tracked dump truck with larger (10 $125
Truck cubic and bed to haul away excavated material with the least
Page I of 4
number of entries and least disturbance to access paths
5 Godwin 8-inch, 24-hour CD200m 24-hour pump around operations with minimal environmental $68
Pump (Super Quiet noise, including sediment removals stems
6 JD low ground pressure JD650g Low ground pressure bull dozers utilized for major earthwork items $87
dozer such as backfilling and landscaping (not expected for use on this
project)
7 Kubota flotation tractor / M6800 Low ground pressure tractor utilized for deep ripping / $56
attachments microtopography establishment in farmed, wetland restoration
areas and for restoration of access roads / paths and construction
entrances
8 Protective low ground Variable Ground mats are utilized under heavy equipment to protect stream $10
pressure mats bed structure and floodplain soil / vegetation surfaces during
in ress and re ress to the construction area
9 Pollution Containment Parker / Boom Turbidity curtains, filter bags, containment booms, flocculants, and Variable
systems Env. / APS turbidity controls necessary to facilitate ecosystem protection and
restoration
10 Invasive Species Variable Herbicide wipe equipment utilized to eliminate spray pollution over Variable
Control Equipment open water. Cut, spray, and wipe equipment, appropriate
licensing, and 19 years experience in eliminating invasive species
while maintaining ecosystem integrity
11 Vegetation Protection Variable Strapping, protective fencing, pre-project marking, and Variable
Equipment management expertise to minimize cutting of vegetation along
access corridors and during stream bank stabilization activities
includes transplanting where necessary)
12 Vegetation Planting Variable Dibbles, root treatments, irrigation (water-in) pumps and Variable
Equipment certifications for installation and monitoring of vegetation stems and
seed.
Average Weekly Cost for Complete Operation Full Operated Equipment, excludes materials $18,800
Backwater Staff experience includes large scale environmental projects such as the North
Carolina Global TransPark (the largest State funded project in North Carolina history) and North
River Farms for research purposes at N.C. State University (NCSU) ($1,287,000; 180,000 cubic
yards of floodplain restoration; and 11,000 feet of stream channel). Additional projects include
the Town of Lenoir Stormwater Wetland, Randleman Reservoir, Clean Water Management
Trust Fund sites, Piedmont Triad Regional Airport, Pope Air Force Base, Hillsborough
Reservoir, and 32 wetland/stream projects for the Tennessee, North Carolina, and South
Carolina Departments of Transportation. Backwater experience includes large scale dam
removal projects such as the Carbonton Dam in Lee County; one of the largest dam removal
projects in the southeast. The Carbonton Dam comprised a 27-foot tall structure that was de-
constructed from the Deep River, a 4th order river supporting a watershed of over 1,000 square
miles. Backwater staff sediment and dam removal experience also includes: 1) the Lowell Mill
Dam on the Little River in Johnston County; 2) Dutchmans Creek Dam above Lake Johnson in
Wake County, 3) Bear Creek Levee Removals in Lenoir County; and 4) 12-Mile River Sediment
and Dam Removals in Pickens County, South Carolina (design).
The following provides a list of other projects completed by Backwater in the last several years
including references.
1.0 Cane Creek Stream and Wetland Restoration
This project included 4600 feet of stream restoration, 31 in-stream structures (vanes, step
pools, etc.), and brush mattresses. The project represents similar physiographic and stream
conditions relative to the Bramble Ridge Farms project. The project is located 18 miles south of
Morganton, N.C. and immediately adjacent to US 64.
Reference: Worth Creech, Restoration Systems, [phone]
2.0 Marble Springs Stream Restoration
Backwater constructed 3,100 feet (3,100 credits) of stream
Mitigation Program in Sevierville Tennessee. This project
structures including step-pool and vane transitions from C to
Bramble Ridge project.
m for the Tennessee Stream
included over 70 in-stream
B stream types, similar to the
Page 2 of 4
Ryan Smith, KO and Associates, Designer, [phone]
Greg Babbit, Tennessee Stream Mitigation Program, [phone] [e-mail]
3.0 Causev Farm Stream and Wetland Restoration
Backwater constructed over 7,500 feet of stream, including over 8 acres of floodplain wetland
pools and auxiliary channels for the Piedmont Triad International Airport (PTIA). This project,
located near Liberty, included brush mattresses and over 40 cross vanes and J-Hook
Vanes. In total, Backwater has installed over 1,600 in-stream and stormwater control structures
in the previous 8 years.
John Preyer, Restoration Systems, [phone]
Grant Lewis, Axiom Environmental, [phone], [e-mail]
4.0 South Fork Cane Creek Stream Restoration
This project involved 4000 feet of stream restoration for NCEEP and Dewberry and Davis, Inc.
The project included modifications to bedrock parent material using hydraulic hammers and
floodplain restoration. 24+ in-stream structures were installed, invasive species removed
(privet, etc.) and woody vegetation was planted.
Perry Sugg, NCEEP, [phone], [e-mail]
Michael Hanson, Dewberry and Davis, 919-881-9939, [e-mail]
5.0 Richland Creek Stream Restoration and Enhancement
Approximately 1,700 linear feet of channel was stabilized and reconstructed, including in-stream
aquatic habitat improvements and bank stabilization.
Tim Morris, KCI Engineers, tim.morris(a)-kci.com, [phone]
Holly Spring, Town of Wake Forest, hspring(a-)wakeforestnc.g-ov
6.0 North River Farms Stream and Wetland Restoration
Backwater excavated 34 acres of floodplain and constructed 11,900 linear feet of natural
channel for the N.C. Coastal Federation and designed by N.C. State University for research
purposes. This project involved excavation of approximately 150,000 cubic yards for floodplain
restoration. Approximately 30,000 cubic yards of topsoil was stockpiled prior to floodplain
grading and redistributed as loose substrate for appropriate forest and tidal marsh development.
Weirs, water control structures, erosion control, and soil surface compaction control were also
important components of this project. 24+ in-stream structures (root wads, low rock weirs) were
installed and invasive species removal was performed (phragmites).
Kris Bass, N.C. State University, [phone], kris [e-mail]
Mike Burchell, N.C. State University, [phone], [e-mail]
Todd Miller, N.C. Coastal Federation, [phone], [e-mail]
7.0 Llovd and Jarmans Oak Stream and Wetland Restoration
This project involved construction of over 12,000 linear feet of stream for Restoration Systems
and the North Carolina Ecosystem Enhancement Program. Backwater installed over 30 in-
stream structures and performed invasive species removal (fescue).
Worth Creech, Restoration Systems, [phone]
8.0 Stonvton Creek Stream Restoration
Backwater constructed 2,200 feet of stream for the North Carolina Global TransPark and
EcoScience Corporation, including groundwater pumping operations, in-stream structures,
ephemeral channels, and vernal wetland pools.
Page 3 of 4
Jens Geratz, EcoScience Corporation, [phone], [e-mail]
Jim Cooper, EcoScience Corporation, [phone], [e-mail]
9.0 Terrible Creek Riparian Buffer Restoration
This project involved approximately 4,000 feet of riparian buffer restoration for EEP. Work
included 10+ brush mattresses, live staking, woody vegetation planting, and invasive
species removal (fescue, privet, etc.).
Jessica Kemp, NCEEP, [phone], [e-mail]
10.0 Cross Creek Stream Restoration
Backwater constructed 2,200 feet (2,200 credits) of channel for EEP and the City of Fayetteville.
The project included 15+ in stream structures (vanes, root wads, etc.), invasive species
removal (complex urban mix), live staking, and woody vegetation planting
Melonie Allen, NCEEP, [phone], [e-mail]
11.0 Kniahtdale Bypass. Marks Creek Stream Restoration
Backwater constructed 3400+ feet of stream (3,400 stream credits) for the N.C. Department
of Transportation and for N.C. Constructors, LLC. The project involved 39+ in stream
structures (vanes, root wads, step-pools, etc.).
Leilani Paugh and Byron Moore, N.C. Department of Transportation, [phone] and 715-
1491, [e-mail] and [e-mail]
12.0 Lenoir Stormwater Treatment Wetland Retrofit
Backwater completed construction of a 4-acre stormwater wetland for the Town of Lenoir and
N.C. State University Bio and Ag Engineering, including structural stormwater BMPs. This
project is located at 1150 Pennton Ave SW in Lenoir. The work included 25,000 cubic yards of
excavation, stormwater wetland floor development, inlet structure, forebay, meandering
channel, habitat boulders, slope drains, and controllable outlet structure (concrete box with
valves). Emergent vegetation planting (10,000) was performed in the fall of 2008. This
project is an example of over 20 similar stormwater BMP projects performed by Backwater staff.
Kris Bass, N.C. State University, [phone], kris bassC?ncsu.edu
Charles Beck, City of Lenoir, [phone], ckbeck(@-ci.lenoir.nc.us
We appreciate the opportunity to submit this statement of qualifications and equipment
specifications for the Bramble Ridge Farms Stream Stabilization Project. We are very excited
about the potential for performing this work. Please feel free to call anytime with questions or
for additional information.
Thanks for the opportunity,
BACKWATER ENVIRONMENTAL, Division of The Osborne Company of North Carolina, Inc.
N.C. Unclassified General Contracting License # 16348
nn
lil,a, Akwk?
Newell
P.O. Box 1654 (US Mail)
Fedex: 119 Ilex Court
Pittsboro N.C. 27312
919-523-4375, Fax [phone]
www. backwater. biz
Page 4 of 4
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?rgrts Ei? s++b?rs?
FLOW
Section M, levy
N ttiol
YValer Leo el
sbnea3rn Boilom
LOG FACED STONE DEFLECTOR
Plan View
31) 4ofroos I
F root 9lraamba*
r4ormal
Water Level
Stream Bottom
eo D*V*es
F room SUtm%bade
SOILOV
Buned In Rock
Sol Logs
Bused In R00
«ma
1 or 2 F ac is Logs
Purl ed To AIM Logs
90 rt.pr e? f
Man Log
m46/M
? Brace Lop
?Bur+ed in Trench
W th ROC k
F ram slumbarM
r W P r*w
Brace Lag
Lags Pinned At Tip -9W
With Rob;o 90 O**e"
Sectlan View
LOG FRAMED STONE DEFLECTOR.
Flan views
Man Log
} * --1 * Bused In Ttenc to
r W th Rock
30 Gtgf*iw
F rom StrRambAf*
Normal
Water Level
Shears 9011om
? L
Brace Log
Bwed In TrenchWeh Flack
Section View
1 or 1 Face Logs
IMPROVED OVERHEAD COVER DEFLECTOR
Plain View
g
man Logs
-- aurrrrt In Tr
h race Logs
I
T
B
enc
r` WAh Dock n
rench
uried
r
h R
,rr Wl
ock
30 ayriar oc Dow**#
r I OMi. ?It iIIKGifA f rq/t1 ?rrR i??i1M
2 m am Logs 2 Brace Logs
2- X 6 ` Fl ark tog
rLira Nailed To 9olom Main Log NOTE Pock omtledfor clam'
Logs Fim ed Al Tips CD b"f*ti
With RO ar
Section view
Normal
Stream Oclttom
Brace Logs
Buried In Trench Wilh Rock
STACKED DEFLECTOR
Plan Vww
f" ,. ;Br?oe Log Arid
?-- Man Log
8 tree 4 In T note
With Rack .f Sr1 Log
` r Il r N eeded) ? St" Loy
_A x buried In Trench
W!h Roek
F PDM 31ltafP*)Mk F?
h 8
'
i
l
M
11
!t
,7li
t
ir
hkain Log In Mee Log
21 X 6' P kifk"a ?- '"-
-NOT E Roo cooled im tlorrly
;?,, y tAr?n+re
N440 of
StdCk Lrsq
f 1 ?
Brace L4 Amd Stork Log
Suroedt TtenchWIhRock
atdcb Log
NOTE Loysplrf*dtugether wWlhretW
Section loew
e race Log
BRUSH DEFLECTOR
Plan View
Brush Bundle
e0 4p"m
Settlon view
9takek
Brush Bundle SBeamBank
Norma
water Level -?'
Staram bottom
II tl `a t1
NOTE Christmas I ewbrush bundles altathed to stakes and to corer other bundles w1h poly Who
Stakes tarn "nwde of wood, me, or rebar
SINGLE LOG VANE DEFLECTOR
Platt Craw
r,?o
ButtEntl Btlraedln Trrlnch
f rnnn 9ta?mOrrr Win Carpe Rork
NOTE Can orate a carpe rock at Ib as a brats
Section view
Tfen(hed arini um of5fl
Normal ' % ra saeper. ` -:_
srTr
water t.evel yi
Strum Bottom Sure End Batrpd let Trench
With Large Rock
n

MULT14 OG VANE DEFLECTOR
Plan View
",
NOTE Top lag sits in the Beadle formed by the 1 base Ioll s
*cvon View
Trenched Mirkrrw Of 5 tl
Normal S - 15 'A Skpa
Wader Level
T
6ult Erds 8uned In Trench
Stream Bohan with Large RpCk
Root Wad Trurw Barred
y ?%-) toTranchW11hLarge Rock
a
NOTE Can be PUCPO SSa angle d0ector, or tNerIApGing &SRhBKn
Section View
Normal ;r-""'T
wtwr I oari -_ ::: r
Rool Wort Trunk Buried
in Trer h With Large Roc k
Stream Bottom
ROOT WAD DEFLECTOR -
PlanV ew
SINGLE LOG VANE COMBO DEFLECTOR
Flan V'le
rtr ?
v.? 30 so r'tatt?
r ran St?annlwda
I LOW r
F out er Flock *,
J-Hook Ad deg NOTE Single log and roof wad trunk
huned in tnenctewtn large rock
Pionnal ritii l
Water Lew I d t!4 x t ? ?.}
J, Hook Addea
Footer R nckS 1 She am Bottom
ROCK VANE DEFLECTOR
Plan View
EA end rroo
S tp aft ank
20 30 otyat% J-
Y v
rroni Sbv,MngrpW 113 Sankdul Width
F od er Frocks l
rudwi??
Extend Into
S tie aft ank
8 arYE-f Ul
. _ . - 1
4Vatierat_evel 2, * x 51ap. ? s
Slnlarri80ro"I , ff t ., _r ._,?• .t_.? ?' •FWEetRoCkS
ti - lY -

J-HOOK ROCK VANE DEFLECTOR
Plan View
Extend into
Sireernwrik

ao
F iom f?rwAnbank M Bank- toil ftdth

i Footer R'd ck5
If3 j)ank-lWl Width

ectlon View
Ehlend Into
Streembank
8 ank' full , - -°?
watrerLevel "Mal Nil
WaterLevsl 2 7'* skoe ?" _ '
Faatier Racks
Stream MOM
ROCK CROSS VANE
(LOW FLOW CHANNEL STRUCTURE)
Plan Flew
Extend i rea
S ire ambank
20 • 30 apaaec ? tf3 YBink•tu114Yldth
TI- r "oen 3irea?baak "`
r
r"ere
004er RM ks
T
• IY3 Bank-fulwidth
Awe
s
!Sealon View
eartk-fdI
4 ? Wrr? I
r
h a - ..
r
f
fti if ` a .-'?4 t

Stream Roeorn
Normal a 7 %SWpa
Water Level
E xie nd into
Stl0amtQnk
f _
\ J
F ooter Rocks

LOG CROSS VANE
(LOW F LOW C*4ANNEL STRVCTVRE)
Plan View
Logs BunedIn Ireneto
W1h Large Roca
-yam S
30 - 37 &*Ot aac 113 Bi irk r ul# Widl h
f yam S?anw6ark y
_i
Logs Finned Together
With Rebar
??aww T
10 Ba 4k-cull W idt h

Section View

Ba nk -tug r ---`

Normal
2 Is $rapa 1

Sloe am Bottom r+y?
WATER JACK
With Downstream Wrings
(LOW FLOW CHANNEL STRUCTURE)
Plan View
Nader Log
4
.? S
tl?
?
Y x 8' Hem Wk Plonking Qawmtmarm Wing•Stone
At ?b - 30 % Slope
--titan Log
I;aw, lr-
Rock CimrCed For Clang
V t1rpt al I" x 8' F DOwiWrearrn Wing:
h erniock Piani ng knproved Cwerhead Carer
-
"
I X 8
Oak. Planking
f ? +r
NOTE Mart lop. narlarltlg, Wang logs, and Drste logs:
burled in trench wth large rock
Seaton view
Ptastrc sheeling main Log ! ?w
BMvmon Flooring Lary ers "
t'?" t AJ''4
`` - Ntrlle, Log Stream Bottom - Ar

BRd OVJ E WATER JACK
(LC)w FLOW C:FNNNELSTRUCTURE)
Plainview
Man Lag Burrad to
fT rent In w ith L arge Roc k

t" X 6' Hembc* Pis n"
At 50 % Slope
Low Ftdw Notch
PIlW
r i

NOTE Hendgek ptarorng ka,YedTrio Algarn hatictti
Section View
Main Log [tuned In
7ren€h W lth Large Ro( k
Low F low Notcn
r "`?
?
?t r
_
_
_
Stream Bollom

MUD SILL CNZiBENNG
PIdri View
Ly Rock y is
r„,ifr,,,l towelled e.?, 4S ?•.7..
wn g A rrd 511 Logs S une d
In Trtnch With Lange Rork
.I_ r I
r- O fl Section -.-a .,
'? * Face t. rig
.r' Y, 67 Oak Plankrig
NOTE Mud sill crtatnng construcled In B d sections
Section View
VklnpLog
N4ann ar ro s"-r. ft -Se
SIMam goltom W ngAnd Silt Logs Suled
in TrenchW ok Large Rock

4
•
f
t
c
MODIFIED MUD SILL CRIBBING
Plan View
Sill Logs Trenched Inla SlImAnthank .?" 1
Dovrnsiresm Enendsd
Sill Lag
S41Logs Face Lags
NO TE Sill Logs Should IN Placed Every 15 ft
Section View
Face Lags
Normal Sill Logs T reached
Wear Lev @I Into Streambank
ft Rebar+ai
dream otlam
BANK COVER CRIBBING
Plan View

Ruck Omitted for Clash
Mary Log And Frame Log
Buried In Trench
Ma ton Log 4Y t Large Rock
"...ww,P I' IrOak Planking *" --*
F (amv Log Loci
NOTE 3" k' W oak Flanking driven into streaftank
eCtion View
Frame Log r-
Normal
Man Log -- - '?
i t
T ?C Oak Planking
Driven into StreaarrtraNc
Stre am BoBam
STONE CHANNEL BLOCK
Plan View
Un]e Ro[4. .- '^ade Channel,,,.
Fib Roc k
PIRMINC---
MainCharinel
NOTE Chsrw*it)Inkb+jIllb)'Vfthan3uftOun*rlgsit06manki
I'eciton View
La ? B R[a [k
Normal--"''
water Level
Stream Bottom Srde Chame9
fill Rock
LOG FRAME CHANNEL BLOCK
Plan View
Mart Logs 8 v ied to
Trerc h W1h Lame Rock e Channel,,.
a ? -
erac* Logs.
Man Channel
NOTE Channel block bunt lower than virroundng sireamanks.
Section'View
Normal Brace Log
WaNe LW@1
Scream 8ogom Saga Cnannrl
Man Logs