20050910 Ver 2_401 Application_20091113

Deere-Hitachi Construction Machinery Corp.
1000 Box
JOHN DEERE HITACHI 100Box 1187
Road 27284
Kernersville, NC 27285-1187
Phone: [phone] Fax: [phone]
November 09, 2009
C) S - flqI o L)
NC DWQ, 401 /Wetlands Unit IR [N 0W
1650 Mail Service Center r?????
Raleigh, NC 27699-1650 ???
, NOV 1 3 2009
DENR - WATER QUALITY
To Whom It May Concern: WETLANDS AND STORMWATER BRANCH
Enclosed is the Pre-Construction Notification application of Deere-Hitachi Construction
Machinery, Kernersville, NC. The facility is requesting stream bank stabilization of
tributary on Deere Hitachi property.
If you have any comments of questions, please call at your convenience.
Sincerely,
Barry Chipman
Environmental, Health & Safety
General Supervisor
0S - DR 10 0 a
oa0??y ?Ai?r ,,?°?
LJI r
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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
-
n",
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1. 1 E 5
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Processing U
1 a. Type(s) of approval sought from the

Corps:
® Section 404 Permit ? Section 10 Permit Opy
1 b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1c. 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:
N Yes ? No For the record only for Corps Permit:

? Yes N 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 ® No
2. Project Information
2a. Name of project: Stream bank stabilizaton of tributary on the Deere-Hitachi property
2b. County: Forsyth
2c. Nearest municipality / town: Kernersville
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information V 1 3 2009
3a. Name(s) on Recorded Deed: Deere-Hitachi Construction Machinery Corp. DEMR•WATER
3b. Deed Book and Page No. Book 1642 Page 1851 OFUMMER BRANCH
3c. Responsible Party (for LLC if
applicable): Barry Chipman
3d. Street address: 1000 Deere-Hitachi Road
3e. City, state, zip: Kernersville, NC
3f. Telephone no.: 336 996-8177
3g. Fax no.: 336 966-8200
3h. Email address: [e-mail]
Page 1 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: Jim Husted
5b. Business name
(if applicable): Husted & Associates, Inc.
5c. Street address: P.O. Box 5256
5d. City, state, zip: High Point, NC 27262
5e. Telephone no.: 336 869-3097
5f. Fax no.: 336 882-1267
5g. Email address: [e-mail]
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): Tax block #5352-001 G,J,L
1 b. Site coordinates (in decimal degrees): Latitude: 36.13485 Longitude: - 80.09289
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 54.84 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to unnamed tributary to Kerners Mill Creek on subject site
proposed project:
2b. Water Quality Classification of nearest receiving water: WSIII
2c. River basin: Yadkin
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:
The site is used for manufacturing and assembly of heavy construction equipment - excavators. The adjacent properties
north of Rt 66 are industrial sites while properties south of Rt 66 are residential neighborhoods.
3b. List the total estimated acreage of all existing wetlands on the property:
less than 0 .75 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2250 ft
3d. Explain the purpose of the proposed project:
The facility desires to reduce the volume of soil sediment entering the stream due to erosion by stormwater runoff.
Phase I - To stabilize bank erosion along a section of the stream which runs parallel to Deere-Hitachi Rd.
Phase II - To repair bank damage and erosion around the large concrete culvert, which directs the stream under the road.
3e. Describe the overall project in detail, including the type of equipment to be used:
Phase I - Light equipment: tractors, graders, box blades, hand tools, will work from banks above water line to remove
steep embankments and reshape banks approximately 15 feet from stream edge to obtain a more graduial slope. The
reworked bank will be stabilized with coir fiber matting and grass seed sowed. Logs, riprap, and boulders will be placed
along the base of the bank above the water's edge for stormwater flow and sedimentation control.
Phase II - Heavy equipment: excavators, cement truck, mechanical tampers, hand tools will work from above water line to
prepare area for pouring concrete bulkhead and wings at the opening of the culvert. At the waterline partial diversion of
stream flow into the mouth of the culvert may be necessary while diverter panels are placed in front of the work area on
each side of the culvert enterance. The diverter installation is to assure that uncured wet concrete during the preparation
and pour of the footers will not come in contact with flowing stream water. Construction of plywood forms and assembly
of steel rebar will be above the water line and behind the diverter panels to form the bulkhead and side wings. Concrete
will be pumped into the forms from above the water line. After the pour is cured, the plywood forms will be removed, then
the addition of riprap, soil backfill, and grassing can be completed to bring the eroded bank back to original contours.
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 /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
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: USACE
Name (if known): Andrea Wade - 2005 Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The facility installed several culverts upstream of theproposed project site in 2005. On May 5, 2005 - USACE Agents:
Andrea Wade & Thomas Brown conducted site visit for jurisdictional determinations - The Corps had no history of prior
waterway requests. On March 4, 2005 NC-DENR agent, Darryl Lamb conducted a site visit - The state had no history of
prior waterway requests. The stream is perennial west from the wetlands area, it is intermittant along the northeast corner
of the site until it meets the wetlands flow.
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.
Project is in two phases.
Phase I - Stream Bank stabilization and erosion control for approx. 400 feet of bank which is colapsing into stream bed.
Intent is to recontour banks, remove steep slopes, and replant with appropriate vegitation. It is anticipated this phase of
the project should be completed within two week after apporval. The intent is to complete Phase I, as soon as, possible
to allow time for germination of winter grasses before winter's hard freeze.
Phase II - Stabilize erosion at the large culvert running under Deere-Hitachi Road. Install concrete bulkhead and wings at
mouth of culvert to properly channel stream through culvert. Repair bank erosion beside and behind the concrete culvert
pipe. Add and contour soils, plant grass to divert stormwater runoff into stormwater basin located on top of the culvert.
Anticipate this phase of the project will take 2 months to complete. This phase will require scheduling of contractors
based upon good weather to install bulkhead and wings to engineer's specifications. Once the culvert repair is complete,
bank stabilization, including soil replacement and placement of riprap besides the culvert, can be addressed.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 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)
bank stabilization
use of riprap, unnamed tributary ® PER ® Corps
S1 ? P ®T biomats, and of Kerners Mill
?INT
?DWQ 3 400
replanting eroded Creek
vegitative buffers
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 400
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
e
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:
6. 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 6 of 11
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.
Project to be scheduled during dry periods as the flow volume will drop to a average stream witdth of approx 12 inches. All
construction activities that may impact stream or stormwater quality during a rain event will be schdeuled to completed prior to
any rainfall.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work procedures are to be developed and supervised with the intent of not entering or disturbing the stream bed and the
water flow. Streambank restoration activities will be scheduled to assure ground cover is placed on resloped stream bank
areas at the end of each work day. Natural material revetments will be placed along the edge of the stream where the banks
are resloped and reseeded. Only, if needed, during work tasks near the water's edge, a temporary pump around of stream
water may be utilized to minimize the possibility of sedimentation entering the stream flow. All equipment and supplies will be
stored away from the immediate stream bank area when not in use. Heavy equipment use will be kept to a minimum and
operated from above the water line. Project supervisor will inspect work activity daily and assure stream has not been
impacted at the end of the work shift.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ® No
impacts 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
? Payment to in-lieu fee program
project?
? 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 7 of 11
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 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 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. 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.
? Yes ? No
Comments:
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: This project is a proposed Best
Management Practice (BMP) that is routinely utilized to reduce bank erosion and sedimentation due to high stormwater
runoff rates into streams. The streambed has a buildup of sediment from weakened and collapsed earthen banks. This is
causing a back up of stormwater flow during heavy rain events. The volume of off-site stormwater flow entering the
stream from recently developed land parcels has increased and is accelerating the rate of bank erosion along the stream.
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
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)
1 a. 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
? 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), 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.
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.
None - no wastewater generated
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?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted. ? A
ill
h
ev
s
e
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Tributary was evaluated by NCDENR and USACE in the 2005 when the facility applied for a 401/404 permit for the
installation of culverts approximately 500 feet upstream of this proposed project site. Site conditions have not changed
since that time.
2007 NC Watershed Rare Aquatic Species, US Fish & Wildlife Service Maps
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?
See 5d above / NOAA - New Marine Fish Habitat Conservation Mandate for Federal Agencies (Apr. 2000)
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?
North Carolina Office of Archives and History, and North Carolina Offices of State Archaeology
8. 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: No development in or infringement of stream. The project is to
prevent further deterioration of stream banks due to soil erosion.
8c. What source(s) did you use to make the floodplain determination? North Carolina Floodplain Mapping Information System
- 2008 Quick Guide Manual of NC Floodplain Management Branch
Barry Chipman //_ 1-09
Applicant/Agent's Printed Name licant/A nt's Signature Date
(Agent's signature i alid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Street Atlas USA® 2008
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1000 DEERE-HITACHI ROAD - KERNERSVILLE,NC

Deere-Hitachi Stream Bank Stabilization Project - Photos Nov.2009

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Phase I - repair of eroded stream bank (looking east)

Deere-Hitachi Stream Bank Stabilization Project - Photos Nov.2009

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Phase 11 - erosion control at culvert / sanitary sewer line through inside of stream culvert
Phase II - erosion control at culvert / riprap in mouth of culvert
Deere-Hitachi Stream Bank Stabilization Project - Photos Nov.2009
looking south)
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Phase II - erosion control at culvert / loss of groundcover top of culvert (from top of bank
Phase II - erosion control at culvert / loss of groundcover and riprap, stormwater catch
basin is in top of culvert (on stream bank looking west)

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ENVIRONMENTAL CORPORATION
September 21, 2009
Mr. Bang L Chipman
General Supervisor
Deere-Hitachi
Construction Machinery Corporation
1000 Deere-Hitachi Rd
Kernersville, NC 27284
Subject: Proposal on Portion of Stream Enhancement
Dear Mr. Chapman
6106 Corporate Park Drive - Browns Summit, NC 27214
336-375-1989.800-881-1098 - Fax [phone]
www.shamrockenviro.com • [e-mail]
At your request we are providing you an estimate on a portion of stream enhancement on the property. This
portion in our estimation is approximately 400 to 500 feet in length and approximately 18' wide at bank
full. This proposal is an estimate on reshaping the existing banks. Once complete we will install the
necessary seeding and coir fiber matting to the bank slopes. Any excess material will need a disposal area
on site: Also. there may be a need for some on site borrow material. Which you explained is on site
approximately 1000' feet from the project work area.
Estimate on Stream Restoration
Deseription • Oil U/M Unit Price Total
Mobilization 1 LS $ 2,345.00 $ 2,345.00
Bank Shaping Excavation 1 LS $11,834.00 $11,834.00
Matting of Slopes 1 LS $11,340.00 $11,340.00
Fine Grading 1 LS $ 4,800.00 $ 4,800.00
Seeding & Mulching 1 LS $ 6,126.00 6,126.00
Total $36,445.00
A small pump around will be provide to handle the flow.
Other Exclusions
Permits
Surveying
Underground Utilities
Rock Excavation
Dewatering
Off site Borrow
Off site Waste
Rip Rap, Boulders & Logs
lad 2000 - Ranked #1 Environmental Services Corp.
cX 1999 - Fast 50 Company
tX?7 1996 - Environmental Stewardship Award
c]t 1995 - Environmental Stewardship Award
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