20050910 Ver 1_Complete File_20050525

Certificate of Completion
DWQ Project No.:
#05-0910
County: Forsvth
Applicant: Deere-Hitachi Construction Machinery Corp.
Project Name: Culvert Installations - Excavator Parkinq Area
Date of Issuance of 401 Water Quality Certification: 6122105
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules,
and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC,
27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent,
or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
1, Bar Chipman , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to
be built within Substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: - Date: = . (/;/ Agent's Certification
I, James Husted , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality Certification
and Buffer Rules, the approved plans and speifications, and other supporting materials.
Signature- Date:
If this project was designed by a Certified Professional
I, Steve Addy , as a duly registered Professional Engineer (i.e.,
Engineer, Landscape Architect Surveyor, etc.) in the State of North Carolina, having been
authorized to ob3ervpenodicall , eekly, full time) the construction of the project, for the Permittee
hereby state that, to the est of my abilities, due care and diligence was used in the observation of
the construction such that the construction was observed to be built within substantial compliance
and intent of the 50-rater Quality Certification and Buffer Rules, the approved plans and
specificatio n other su omaterials.
-? n ,U
Sign
Registration No.:
r
SEP ? ,? 2005
LI .J
Date YO ?
DEERE-HITACHI CONSTRUCTION MACHINERY CORP.
2004 - ACTUAL IMPERVIOUS SURFACES PROPERTY LINE
FENCE LINE
TOTAL SITE AREA: 2,388,830 SQ.FT. [54.84 ACRES] ... I .. INTERMITTANTSTREAM (DESIGNATED BY USACE SW5)
IMPERVIOUS SURFACE: 1,189,463 SQ.FT. [27.31 ACRES] 4 FH4- WETLANDSAREA (DESIGNATED BY USACE Sa05)
-t••-}}1.- RAIL LINE
APPROXIMATE CRUSH ROCK PERVIOUS AREAS (ZD CULVERT UNDER ROAD
SCALE
I FEET S?j IMPERVIOUS SURFACE AREA - - - - - CITY SEWER LINE
® FINISHED CULVERT LOCATIONS C-1 SL C-2
0 100 ® STATE ROAD ON PROPERTY
( NOT INCLUDED IN AREA CALCULATIONS) REVISED- AUGUST 25. 2005
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Certificate of Completion ?- CY
DWQ Project No.: #05-0910 County: Forsyth
Applicant: _Deere-Hitachi Construction Machinery Corp.
Project Name: Culvert Installations - Excavator Parkinq Area
Date of Issuance of 401 Water Quality Certification: 6122105
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules,
and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC,
27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent,
or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, Barry Chipman , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to
be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature: 11,11-9X?4, Date: S' r 3
Agent's Certification
I, James Husted , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality Certification
and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date: ,P,
If this project was designed by a Certified Professional
I, _ Steve Addy , as a duly registered Professional Engineer (i.e.,
Engineer, Landscape Arc ' ect; Sp eyor, etc.) in the State of North Carolina, having been
authorized to observe periodically weekly, full time) the construction of the project, for the Permittee
hereby state that, to the es o my abilities, due care and diligence was used in the observation of
the construction such that the construction was observed to be built within substantial compliance
and intent of the 40yWaterQuality Certification and Buffer Rules, the approved plans and
specifications,.an other supporting materials.
Sign
Registration No.: )n
Date I ?S
DEERE-HITACHI CONSTRUCTION MACHINERY CORP
2004 -ACTUAL IMPERVIOUS SURFACES PROPERTY LINE
FENCE LINE
TOTAL SITE AREA: 2,388,830 SQ.FT. [54.84 ACRES] ..INTERMITTANT STREAM )DESIGNATEDSYUSACE5W5)
IMPERVIOUS SURFACE: 1,189,463 SQ.FT. [27.31 ACRES] +Nµ4. WETLANDS AREA )DESIGNATED BY USAGE 513105)
e -r..-1 1 1 RAIL LINE
APPROXIMATE CRUSH ROCK PERVIOUS AREAS O
(SCALE CULVERT UNDER ROAD
\ \\\\? ------
FEET IMPERVIOUS SURFACE AREA CITY SEWER LINE
0 100 STATE ROAD ON PROPERTY FINISHED CULVERT LOCATIONS C-1 & C-2
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NORTH \ (NOT INCLUDED IN AREA CALCULATIONS) REVISED- AUGUST 25. 2005
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Mr. Barry Chapman
Deere-Hitachi Construction Machinery Corporation
P. O. Box 1187
Kernersville, NC 27285-1187
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
o 2GT_?E_2i 0W rF P-11
JUN 3 0 2005
June 22, 2005
DWQ# 05-0910
Forsyth County
DENR - ?'JATER QUALITY
WETLh',DS NO STC-R%v,'IATER ERAI+CH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Chapman:
Deere-Hitachi Construction Machinery Corporation has our approval, in accordance with the attached
conditions, to place permanent fill in 52 linear feet of perennial stream and in 40 linear feet of intermittent
stream in order to install two concrete culverts and repair an existing metal culvert, which will allow access to
onsite storage areas at the Deere-Hitachi manufacturing facility located at 1000 Deere-Hitachi Road in
Kemersville, Forsyth County, as described in your application received by the Division of Water Quality
(DWQ) on May 25, 2005. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3402, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39 when
it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable federal,
state or local permits before you proceed with your project, including (but not limited to) those required by
Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also, this approval
will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of this Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fill for this project (now or
in the future) exceeds one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached Certification, as
well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 92 linear feet Two unnamed tributaries to Kemers Mill
Creek located at 1000 Deere-Hitachi Road,
Kernersville, Forsyth Count

No hCarolina
Al atumlly
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Intemet hrp//Vo enr state nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
T
Mr. Barry Chapman
Page 2,
June 22, 2005
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class WS-III waters as described in 15A NCAC 02B .0215 Fresh Surface JVater
Quality Standards For Class TYS-III il'aters. Such measures must equal or exceed the requirements
specified in the most recent version of the North Carolina Sediment and Erosion: Control Manual.
These measures must be maintained on all construction sites, borrow sites, and waste pile (spoil) sites,
including contractor owned and leased borrow pits, which are associated with this project.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control measures in wetlands or waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the project is
completed or, if applicable, within six months of the date that the project is released by the North
Carolina Division of Land Resources.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Construction Notification. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control "Best
Management Practices" shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
5. The culverts required for this project shall be installed in such a manner that the original stream profile
is not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed).
Existing stream dimensions (including the pattern and profile) are to be maintained above and below the
location of each culvert. The culverts shall be designed and installed to prevent head cutting of the
stream. If any culvert becomes perched, the appropriate stream grade shall be re-established or, if the
culvert is installed in a perched manner, the culvert shall be removed and re-installed correctly. The
Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
6. Where riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations. Riprap may only be used below the
normal high water level. The original grade and elevation of the stream's cross-section must be
maintained. Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth
sufficient to provide the thickness of riprap required for scour protection. The elevation of the stream
bottom must not be increased by the placement of riprap. Placement of riprap must not result in
destabilization of the streambed or banks upstream or downstream.
7. Energy dissipation and sheet flow must be provided for all discharges of stormwater before such
discharges reach stream channels or wetlands.
8. The proposed project must comply with the local water supply and stormwater management ordinances
of Forsyth County and the Town of Kcmcrsville as approved by the N. C. Environmental Management
Commission.
J?
Mr. Barry Chapman
Page 3,
June 22, 2005
9. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Canpletion form, please send
photographs upstream and downstream of each culvert site to docunient correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600, extension 293.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mr. James E. Husted, Husted & Associates, Inc., P. O. Box 5256, High Point, NC 27262
A
Mr. Barry Chapman
Page 3,
June 22, 2005
9. All construction activities associated with this project shall minimize built-upon surface area, direct
stormwater runoff away from surface waters, and incorporate best management practices to minimize
water quality impacts. If concrete is used with any fill material, it shall not be allowed to come in
contact with surface waters until it has cured. If any stormwater must be collected for discharge into a
stream channel, it shall not enter the stream as a point source, but shall be slowed and discharged as
sheet flow prior to entering the riparian buffer on either side of the stream.
10. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
finished. This certificate should be sent to the 401/Wetlands Unit of the NC Division of Water Quality
at the address listed on the form. Along with the Certificate of Completion form, please send
photographs upstream and downstream of each culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-
4600, extension 293.
Sincerely, - -1 ??Ze -
CO, _/1- 1/1
Alan W. Klimek, P.E.
AWK/cdl
Attachments
cc: Mr. Todd Tugwell, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Mr. James E. Husted, Husted & Associates, Inc., P. O. Box 5256, High Point, NC 27262
P.O. Box 5256
High Point, NC. 27262
Husted & Associates, Inc.
Environmental Management Services
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Administrators:
June 21, 2005
Telephone: [phone]
Fax: [phone]
Email: hustedgnorthstate.net
19 Dw P
JUN 2 3 2005
DENR - WAFER QUALITY
VitTLANDS AND STOMAV ATER BRANCH
Addendum to the Deere-Hitachi Pre-Construction Notification (PCN) Application of 5116/05
On June 13, 2005 Mr. Daryl Lamb of the Winston Salem office called me to ask for further
clarifications of line items on several pages of the Deere-Hitachi application package which he is
reviewing. The enclosed pages are replacement to those found in the existing application.
To summarize:
An existing man made stormwater channel / ditch was built to reroute an intermittent stream that
meandered through the center of the site. This stormwater ditch is now along the perimeter of the
property and leads to an outfall at the south side of the facility. The stormwater channel was built
in the late 1980's prior to Deere-Hitachi's purchase of the property. The channel is lined on the
bottom and up both sloped sides with large riprap stone.
In May 2005 a site visit was made by Andrea Wade and Thomas Brown of the USACE. The
determination was made that a portion of this man-made canal will be classified as perennial and
will be under USACE jurisdiction. One new culvert placement and the repair of an existing culvert
will be in jurisdictional waters. The remaining culvert will be located in an area of the canal
classified as intermittent.
Disturbance of the stream bed will be limited to removing a minimum amount of existing riprap to
allow proper installation of the culvert. The riprap in the immediate area surrounding the culvert
will then replaced or replenished as necessary to allow water flow and protect against erosion.
Cumulative construction impact on the water is 52 feet for crossing a perennial stream and 40
feet for crossing an intermittent stream.
Enclosed are seven (7) copies of the revised pages and modifications to the original drawings
submitted in the package. Please forward this Addendum to be included with the original
application. If there is any question please do not hesitate to contact me at your convenience.
Thank you
James E. d
Husted & Associates, Inc.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts :
A. Install one culvert over the identified perennial stream to access high rotnzd
B. Repair one existing metal culvert which is deteriorating and washing out
C. Install one culvert over intermittent stream section of stornnvater channel
2. Individually list wetland impacts below: (Not Applicable)
Welland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NONE

- List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainagc, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at blip:/hvww.fema.cov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(please secif )
C-1 New Culvert 40 UT Kerners Afill Creek <1 Intermittent
C-2 Nov Culvert 40 UT Kerners Afill Creek 2 Perennial
C-3 Maintenance 12 UT Kerners Afill Creek <1 Perennial

Page 8 of 13 June 15, 2005 - Addendum.
* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgS.Pov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 92
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: (Not Applicable)
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Watplicabblele) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
(None)

LIST each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation (Not Applicable)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dani/embankment, excavation,
draw-down valve or spillway, etc.):
? wetlands
installation of
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Prior site owners channeled runoff into man-made canal to the east and south n the property
Deere-Hitachi needs access to these areas of their site that are isolated by this canal The canal
is now designated as a streant.
Page 9 of 13 June 15, 2005 - Addendum.
HORIZONTAL VIEW - ELEVATIONS
typical - field adjustment may be required
1. Set invert-out on new pipe to provide 1 % positive slope to invert-in on existing culvert
pipe. At L=75', the elevation of the invert-out on the new pipe will equal the elevation of
the invert-in on the old pipe plus 0.75'
2. Verify adequacy of the subgrade prior to installation of new culvert pipes. Subgrade
must bear the weight of the new pipe plus the soil cover plus the live load.
3. Note channel bottom upgradiant and downgradient from new culvert is uneven and will
require re-grading
4. Stabilize all disturbed areas within 10-days using seasonally appropriate grass. It is
responsibility of owner and contractor to prevent offsite migration of pollutants and
sediments and to prevent contamination of creek
5. Manufacturers' installation requirements, local and state codes apply; permitting by
owner.
assume S=1% for channel slope
between culverts; at 75', the new
invert-out will equal the old invert-in +0.75'
slope culvert at 0.5° nimum
c
?D
%ypG Os
y
+- slope 1.5:1
?y stabilize with rip-rap
up to road elevation;
rip-rap underlain by filter fabric
PRELIMINARY - NOT FOR CONSTRUCTION
At start-up contractor should verify field
conditions and notify owner / engineer
concerning modifications or changes
existing channel bottom is overlain by 6-ft width, 15-
to 2' thick, class II rip-rap; upon completion of culvert
installation, restore bottom to existing condition;
provide smooth transition into and out of pipe
40' RCP class III or stronger - 5' diameter
FES both ends;
minimum pipe slope 0.5%
minimum burial depth from
drive aisle surface to top of pipe - 3'
2.33' minimum depth
compacted fill, ML, SC, SM, CL
8" layer of compacted CABC
underlain by 5 oz. geotextile fabric
add FES to to --
both ends
invert out
___ existing Qngra -------- -=---
note slope is inconsistent
10-ft ----/
(0+75, +1.12)
75' from invert-out
to invert-in on existing
culvert
SGI TECHNICAL SERVICES
200 N. Greensboro Street
Suite B-13A
Carrboro, NC 27510
telephone: [phone]
DEERE-HITACHI
Kernersville, NC
slope 1.5:1
stabilize with rip-rap
up to road elevation;
rip-rap underlain by filter fabric
backfill - ML, SC, SM, CL ? Q
compacted 95% standard pfft06d) t ,SCE jj?kne
?Q
bedding is 6-in layer of #57 stone for 40'x7.5'
or
6-in layer of SM, ML, SC, CL compacted to 95% standard proctor
except 2-ft width strip under centerline - no compaction
project yawn by SAA
d1e 17 June 2005
DRIVEWAY CULVERT 1"=10,
Mb l nodate. May 2005
add FES to to
both ends
invert in
C-1
woe 1 or 2
PLAN VIEW - CULVERT
typical - field adjustment may be required
existing channel bottom is overlain by 6-ft width, 1.5'-
to 2' thick, class II rip-rap; upon completion of culvert
installation, restore bottom to existing condition;
provide smooth transition into and out of pipe
transition to existing
maximum 10(h):1(v)
L
3
a
° centerline
o creek
co
t
G
o? 2
O ?p
rip-rap
1.5:1
8" Compacted CABC surface
PRELIMINARY - NOT FOR CONSTRUCTION
At start-up contractor should verify field
conditions and notify owner / engineer
concerning modifications or changes
rip-rap
1.5:1
------ -------------------------------- -------_-_---------
_ --------
- ------------- ----- -------
crown minimum 1/4" per footFES for 10' each way - -- -
--------------
---------?------
8" Compacted CABC surface
driveaisl _ rip-rap
'1 -----------? 1.5:1
rap
2
CIO
transition to existing
maximum 10(h):1(v)
SGI TECHNICAL SERVICES
200 N. Greensboro Street
Suite B-13A
Carrboro, NC 27510
telephone: [phone]
DEERE-HITACHI
Kernersville, NC
project
DRIVEWAY CULVERT
centerline
- creek -
SAA
17 June 2005
1 "=10'
May 2005
C-2
me 2 or. 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Deere-Hitachi Construction Machinery Corp
Project Number 05 0910
Recvd From APP
Received Date 5125105 Recvd By Region
Project Type Commercial: Culvert installation
County Forsyth
County2
Region Winston-Salem
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NW 39 Stream O Y O N 12-94-12-2 NSII[ 30,704. F 52.0C
O Y O N F
__F_F__F__F_F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360806 Longitude (ddmmss) 800539
Comments:
cc: Regional Office
Central Office Page Number 1
Triage Check Dist
Date: 5/26/05 Project Name: Deere-Hitachi Construction
Machinery Corp.
DWQ#: 05-0910
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 5/25/05 7/23/05
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
1:1 Is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Deere-Hitachi Construction Machinery Corp.
P.O. Box 1187
JOHN DEERE HITACHI 1000 Deere-Hitachi Road (27284)
Kernersville, NC 27285-1187
Phone: [phone] Fax: [phone]
N.C. Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Administrators:
May 23, 2005
MAY 2 5 2005
DEP,IR - WATER QU
k?F71AhDS'VdDSTOPJAYABRT ANCH
Enclosed are seven (7) copies of the Pre-Construction Notification application of Deere-
Hitachi Construction Machinery, Kernersville, NC and a check in the amount of $200.00
for the permit application fee. The facility is requesting permission to place two culverts
in an existing waterway to allow vehicle access to high ground.
On March 4, 2005, Mr. Darryl Lamb of the Winston / Salem Regional Office visited the
site and concluded that the scope of this project could fall under the DWQ - Water
Quality Certification.
A copy of this application has been submitted to the US Army Corps of Engineers for
their review and comment under Nationwide General Permit #39.
If you have any comments of questions, please call at your convenience.
Sincerely,
Barry Chipman
Environmental, Health & Safety Manager
92@98y@1
Ml1V n r ..-
4 a ZU05
Office Use Only: 1,IrT 3R - WATER QUALITY Fonn Version May 2002
AND STMMATFR BR JXH
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
®Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
®401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested
#39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Deere-Hitachi Construction Machinery Corp.
Mailing Address: 1000 Deere-Hitachi Road
P.O. Box 1187
Kernersville, NC 27285
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:_ chipmanb z dllcnlc.com Barry Chitmman - EH&S Coordinator
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jaynes Husted
Company Affiliation: Husted & Associates, Inc.
Mailing Address: P.O. Box 5256
High Point, NC 27262
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hunted c northstate.net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Culverts allowing access to lti&Qrorntd
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Tax block 45352-001 G.J.L
4. Location
County: Forsyth Nearest Town: Kernersville
Subdivision name (include phase/lot number): Deere-Hitachi industrial. site
Directions to site (include road numbers, landmarks, etc.): From the intersection of Rt ISO
and Rt 66 in Kernersville travel west on Rt 66 (also known as hest Mountain St.) 1.7 miles.
Once outside of town, the Kernersville YMCA is on the left (the south side of road) .and
within % mile is Perry Road which turns to the right. Turn right on Perry Rd cross over the
railroad tracks and this is the entrance to Deere-Hitachi.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 54.84 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Kerners Mill Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://Ii2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is used or manufacturing- o heavy construction
Page 6 of 12
eguiprrrent -excavator. Adjacent properties north of Rt 66 are industrial while properties
south ofRt 66 are residential ne4Qhhorhoods
10. Describe the overall project in detail, including the type of equipment to be used:
Installation of two (C-1 and C-2) 40 ft concrete culverts to allow excavator access to storyge
areas. Excavator and crane to he used in preparing strecmrhed placement of culvert sections
and installation of eneM dissipating controls around culverts The repair of an existing
metal culvert (C-3)
11. Explain the purpose of the proposed work:
To optimize use of the entire industrial site. The new culverts will alloiv vehicle and
equipment access to sections o the property now isolated on the other site of the desi rr? atec?
stream..
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This is the facility's initial request for assistance on a watenva impact since they purchased the
site in 1989. On May 3. 2005 - USA CE Azents• Andrea TVade & Thomas Brown conducted site
visit for iurisdictional determinations - The Corps had no history of prior waterway requests
On March 4, 2003 NC-DENR agent- Darrvl Lanrh conducted a site visit - The state had no
history of prior waterway requests.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 7 of 12
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts :
A. Install thvo culverts over the existing stream to access high ground
B. Repair one existin, metal culvert which is deteriorating and tivashirtg out
2. Individually list wetland impacts below: (Not Applicable)
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NONE

T ust each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wNv%vJcma__,ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
C-I Netiv Culvert 40 UT Kerners Alill Creek I Intermittent
C-2 Nov Culvert 40 UT Kerners A1111 Creek 2 Perennial
C-3 Alainternance 12 UT Kerners Mill Creek <1 Perennial

LAM cacn Impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
Page 8 of 12
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
wwNv.ust;s.t"ov. Several internet sites also allow direct download and printing of USGS maps (e.g., WwR'.toPozone.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 52
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: (Not Applicable)
Open Water Impact
Site Number
(indicate on ma) *
Type of Impact Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
(None)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation (Not Applicable)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Prior site oivners channeled runoff into man-made canal to the east and south of the nroneriv.
Deere-Hitachi needs access to these areas of their site that are isolated by this canal. The canal
is now designated as a stream.
VIII. Mitigation (Not Applicable)
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
Mtn://h2o.enr.state.nc.tis/ncwetIands/stnilgide.litni1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
(Nor Applicable)
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at littp://li2o.cnr.state.nc.us/wrn/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
PIIN
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
(Not Applicable)
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
(Not Applicable)
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
of Applicable)
XII. Sewage Disposal (required by DWQ)
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.
Not Applicable)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
OApplicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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Q? TREES 2005
_ -. --- TREES
I. GRASS - -
TREES
VERT __SOUTHERN RAIL ROAD -MAIN LINE
?CUL
(RIGHT-OF-WAY 100 FEET)
DEERE-HITACHI CONSTRUCTION MACHINERY CORP.
2004 - ACTUAL IMPERVIOUS SURFACES PROPERTY LINE
------------ FENCE LINE
TOTAL SITE AREA: 2,388,830 SQ.FT. [54.84 ACRES] INTERMITTANTSTREAESIGNATEDBY USACE5aO5)
IMPERVIOUS SURFACE: 1,189,463 SQ.FT. [27.31 ACRES] 4.0000, WETLANDS ARE40ESIGNATED BY USAGE 5005)
RAIL LINE
APPROXIMATE CRUSH ROCK PERVIOUS AREAS O
SCALE CULVERT UNDER ROAD
CITY
FEET\\\\ IMPERVIOUS SURFACE AREA - - SEWER LINE
0 100 PROPOSED CULVERTS (40 R w,Wn)
® STATE ROAD ON PROPERTY C-1 & C-2
( NOT INCLUDED IN AREA CALCULATIONS) REVISED -MAY 5, 200
\\ ARic:Nv
\\ ?\ GRASS . \ \ GRASS
\\\\\ \
• RAZWASTE i I ?'\ \\\\\\\ \ - TREES
rtaR.aa E«En
GRASS ?. \ 12 500 SO FT \ \ ? ? \ °'?° ....•,,..
I N??. , \ \ \\\ \ ?/\ \\ * O GRASS
V? - v \ VI TRUCK .PARKIN
EXCAVATOR LOADING I`_. '•, . .
\\\ \ \ aw EFROIFIEl
WEST MOUNTAIN STREET
DEER SACHI CONSTRUCTION M CHINaSED: i
" KERNER I L , C SOUTHEAST QUADRA - SITMAP I
EW WLVERT LOCATIONS (C-1 & C-2V I
S : 1 INCH = ?0 FEET---?'- DA /10/96 5/23/05 I
r 1 9? X / x SonU" FIELD
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969.6 =.X_C-1 ?
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NEW AREA FO 96x.2 ?
EXCAVATOR STORAGE
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HORIZONTAL VIEW -ELEVATIONS
typical - field adjustment may be required
state codes apply; permitting by
owner.
0.5% minimum
pipe slope 0.5%
minimum burial depth from
drive aisle surface to top of pipe - 3'
underlain by filter fabric
2.33' minimum depth
compacted fill, ML, SC, SM, CL
8" layer of compacted CABC
underlain by 5 oz. geotextile fabric
PRELIMINARY NOT FOR CONSTRUCTION
r
add FESto to
- i --------- ----------- ---- --- -- ---?
both ends
0
/ backfill - ML, SC, SM, CL 0
invert out compacted 95% standard prptt?rup t+spri S'pe Zo --- --existing _bottom -------- - -- L -- - i ----- - --- - . _11 IL UUUU UU'tt33SS//
note slope is inconsistent
(0+75, +1.12)
75' from invert-out strip under centerline - no compaction
to invert-in on existing
- ---10-ft - - culvert
underlain by filter fabric
add FES to to
both ends
invert in
o-e -
project arawn or SAA
B-1 3A DEERE-HITACHI 22 May 2005 j
Carrboro, NC 27510 1000 Deere-Hitachi Road DRIVEWAY CULVERT 1
scale C
telephone: [phone] Kernersville, NC l I_natlate
-1 1 mittai2005
May
was 1 or 2
PRELIMINARY NOT FOR CONSTRUCTION
PLAN VIEW - CULVERT
typical - field adjustment may be required
-40'-RCP ----------- - - - -
transition to existing /
maximum 10(h):1(v)

rip-rap
1
5:1
8" Compacted CABC surface
rip-rap
. 1.5:1
i
--
drive aisle
-
_
I

CL
°

centerline
ek

FES - -
crown minimum 1/4" per foot

- - - -
'

centerline
-FES - - -
-- _
-
-
o cre for 10
each way 1 creek
1
C
)

8" Compacted CABC surface
i
rip-rap --- -
-vrive aisle =
•
- 1 1 rip-rap
1.5:1 -- -
- -
i transition to existing
maximum 10(h):1(v)
c. y...cc. ?cayici OMTIH
prOJBCt drawn DY JCM isDeel.
SGI
G DEERE-HITACHI 22 May 2005
Carrboro, NC 27510 1000 Deere-Hitachi Road DRIVEWAY CULVERT C_2
telephone: [phone] Kernersville, NC l 111=10'
s Dm naf naaate page
May 2005 1 2 of 2
13
3dn
Pipe Outlet to Flat Area-
No Well-defined Channel
La
I(II?J : _ „Ill lull
Section AA 'Filter Notes
blanket
1. La is the length of the riprap
apron.
2. d =1.5 times the maximum
stone diameter but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be installed between
the riprap and soil foundation.
Filter
blanket
Figure 6.41c Riprap outlet protection (modified from Va MCC).
6.41.4
Pipe Outlet to Well-defined
Channel
Practice Standards and Specifications
Thickness-Make the minimum thickness of riprap 1.5 times the maximum
stone diameter.
Stone quality-Select stone for riprap from field stone or quarry stone. The
stone should be hard, angular, and highly weather-resistant. The specific gravity
of the individual stones should be at least 2.5.
Filter-Install a filter to prevent soil movement through the openings in the
riprap. The filter should consist of a graded gravel layer or a synthetic filter
cloth. Design filter blankets by the method described in Practice 6.15, Riprap.
Construction 1. Ensure that the subgrade for the filter and riprap follows the required lines
Specifications and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap a minimum of 1 ft. If the damage is
extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the fil-
ter.
5. The minimum thickness of the riprap should be 1.5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather-resistant and well graded.
7. Construct the apron on zero grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receiving area or slightly
below it.
8. Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site condi-
tions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
Maintenance inspect riprap outlet structures after heavy rains to see if any erosion around or
below the riprap has taken place or if stones have been dislodged. Immediately
make all needed repairs to prevent further damage.
f
6.41.5

p@gowmp
Office Use Only: Form Vcrsion May 2002
DENR - WATER QUALITY
USACU Action ID No. ? STOMMATER BRANCH
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
©Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
[XK401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
#39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Deere-Hitachi Construction Machinery Corn
Mailing Address: 1000 Deere-Hitachi Road
P.O. Box 1187
Kernersville. NC 27285
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: chipmanb a dhcmc.com Barry Chipman - EH&S Coordinator
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: .lames Husted
Company Affiliation: Husted_& Associates, Inc.
Mailing Address: P.O. Box 5256
High Point NC 27262
Telephone Number:_ [phone] Fax Number: [phone]
E-mail Address: hustedna northstate. net
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Culverts allowing access to hijzh lzround
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Tax block #5352-001 G.J,L
4. Location
County: Forsyth Nearest Town: Kernersville
Subdivision name (include phase/lot number): Deere-Hitachi industrial site
Directions to site (include road numbers, landmarks, etc.): Front the intersection n Rt 150
and Rt 66 in Kernersville travel west on Rt 66 (also known as [Vest Mountain ,St) 1 7 miles
Once outside of town, the Kernersville YA11CA is on the left (the south side of road) and
within % mile is Perry Road which turns to the right Turn right on Perry Rd cross over the
railroad tracks and this is the entrance to Deere-Hitachi.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 54.84 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Kerners Mill Creek
8. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is used or manufacturingo heavy construction
Page 6 of 12
equipment - excavator. Adjacent properties north ofRt 66 are industrial tivhile properlies
south of R166 are residential neighhorhoods
10. Describe the overall project in detail, including the type of equipment to be used:
Installation oft?vo (C-1 and C-2) 40 ft concrete culverts to allow excavator access to storage
areas. Excavator and crane to he used in preparing streanthed, placement of culvert sections
and installation of ener dissipating controls around culverts. The repair of an existing
metal culvert (C-3)
11. Explain the purpose of the proposed work:
To optimize use of the entire industrial site. The new culverts will allow vehicle and
equipment access to sections of the property now isolated on the other site o the designated
streams..
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
This is the facility's initial request for assistance on a watenvav impact since they purchased the
site in 1989. On May S. 2005 - USACE Agents: Andrea 1Vade & Thomas Brown conducted site
visit for jurisdictional determinations - The Corps had no history of prior watenvav requests
On March 4, 2005 NC-DENR agent- Darrvl Lamb conducted a site visit - The state had no
history ofprior watenvav requests.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 7 of 12
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts :
A. Install two culverts over the existing stream to access high Zround
B. Repair one existing metal culvert which is deteriorating and washing out
2. Individually list wetland impacts below: (Not Applicable)
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
NONE

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For darns, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local iloodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn:/hvww.lema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., fresh water/sal t%vat cr marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
C-1 New Culvert 40 UT Kerners Afill Creek I Intermittent
C-2 New Culvert 40 UT Kerners Atill Creek 2 Perennial
C-3 Afaintenance 12 UT Kerners Afill Creek <1 Perennial

List each impact separatery and ulentdy temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and aller, and net loss/gain),
Page 8 of 12
stabilization activities (cement %vall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.eov. Several intcrnet sites also allow direct download and printing of USGS maps (e.g., NywNy.topozone. coin
uww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: (Not Applicable)
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Watplicabblele) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
(None)

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation (Not Applicable)
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Prior site owners channeled runoff into man-made canal to the east and south of the property.
Deere-Hitachi needv access to these areas of their site that are isolated by this canal The canal
is now designated as a stream.
VIII. Mitigation (Not Applicable)
? wetlands
installation of
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/ncwetIands/strmPide.litni1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
(Not Annlicahle)
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at littp://li2o.cnr.state.nc.us/wrp/index.litm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No [RX
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Yes ? No ® If you answered "yes", provide the following information:
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
(Not Applicable)
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
(Not Applicable)
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
of Applicable)
XII. Sewage Disposal (required by DWQ)
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.
(ot Applicable)
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No K5d
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
c?Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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DEERE-HITACHI CONSTRUCTION MACHINERY CORP.
2004 - ACTUAL IMPERVIOUS SURFACES PROPERTY LINE
---------- FENCE LINE
TOTAL SITE AREA: 2,388,830 SQ.FT. [54.84 ACRES] INTERMITTANT STRE4SESIGNATED BY USACE 5r3X5)
IMPERVIOUS SURFACE: 1,189,463 SQ.FT. [27.31 ACRES] +r00001 WETLANDS ARE4DESIGNATED BY USACE 513/05)
1 -}r--+--i RAIL LINE
APPROXIMATE CRUSH ROCK PERVIOUS AREAS Q CULVERT UNDER ROAD
SCALE
FEET IMPERVIOUS SURFACE AREA - -' CITY SEWER LINE
®
0 100 STATE ROAD ON PROPERTY PROPOSED CULVERTS (40 R -rh) NORTH ® (NOT INCLUDED IN AREA CALCULATIONS C-1 & C-2
) REVISED -MAY 5, 200
?ARIC?
\\\ .. ..... `., ?.,... ........ GRASS
GRASS .. \\
i \
,? _,... ... •• HAZWASTE TREES
.".. ..• .aR.oe s+Fn 12 500 SO FT \ ? o.n ... _
GRASS ,
GRASS
TRUCK PARKM
w L\l.?ilrrss n„ \ \\\ \?\? \ \\\/'\ \ \( EXCAVATOR LOADING ....?
?tUGE FRW HELPS
`? \\\\ \\\7 \ \ \\ \\ - - - - 1 1 OPEN FIELD
ELEC\?v? EXCAVATOR STORAGE GRASS ADJACENT PROPERTY
PROPOSED SITE
OF AN
'BASS \ \\ \ ??. -.? \ - -CRUSHED ROCK AREA
INDUSTRIAL PARK
DEVELOPMENT
2004 _~?•}-
NEW V `OVA RE
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PARKING \ \\ ?Y\\\ \ L( '\ _ - I 82 500 60 FT I 1
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NEW EXCAVATOR STORAGE AR
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._ _ _.--_ _ _ _ ___ _ _ _ ___ -_. _..- _.._ TREES
GRASS - -
TREES
AD -MAIN LINE
CuLVEa?r --SOUTHERN RAIL ROAD
100 . .
-' (RIGHT-OF-WAY FEET)
WEST MOUNTAIN STREET
-` DEER FV0 HI CONSTRUCTION M CKINERY j ilia {il?
ax' KERNER I SOUTHEAST QUADRA SITE TOMAP GkJL ERT LOCATIONS (C-1 & C2V S : 1 INCH ET --?'? DA } /10/96 SED: 5123/05 I I III li i i
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159.7
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?I pg, 969.7 ?' \
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EXIISTING C RT 970
\
97x9 1 ?\
e
HORIZONTAL VIEW - ELEVATIONS
typical - field adjustment may be required
state codes apply; permitting by
owner.
0.5% minimum
pipe slope 0.5%
minimum burial depth from
drive aisle surface to top of pipe - 3'
underlain by filter fabric
2.33' minimum depth
compacted fill, ML, SC, SM, CL
8" layer of compacted CABC
- underlain by 5 oz. geotextile fabric
PRELIMINARY NOT FOR CONSTRUCTION
I C
add FES to to
both ends
backfill - ML, SC, SM, CL 0
- - Invert out compacted 95% standard pTV?bUUp l+sprgJJ pe
-----existing bottom --- r---- -= - -- -----------------------11-17-----UU tt35 1 ---
-----------
'' i-- -
note slope is inconsistent
underlain by filter fabric
- add FES to to
both ends
invert in
(0+75, +1.12)
75' from invert-out strip under centerline - no compaction
to invert-in on existing
-10-ft- culvert
engineer/aesgner phiKr c
PfOt? arawnbY JAA icnxt
SGI
B-1 3A DEERE-HITACHI 22 May 2005
Carrboro, NC 27510 1000 Deere-Hitachi Road DRIVEWAY CULVERT K.e - { C-1
telephone: [phone] Kernersville, NC °°"n"?'^dtla1B May2005
page 1 at. 2
PRELIMINARY NOT FOR CONSTRUCTION
PLAN VIEW - CULVERT
typical - field adjustment may be required
rip-rap
1.5:1
- - -_ -- -- --- ---- 40'-RCP ---?
transition to existing
maximum 10(h):1(v)
--------- ---
i.. i
8" Compacted CABC surface rip-rap
1.5:1
--- drive aisle - ----

n
centerline _
-
-

FES- - ---
crown minimum_1/4?er footer _
- ---

FES -
centerline
---
-
b
creek
C,) for 10' each way creek

8" Compacted CABC surface
i
rip-rap ---
- drive aisle rip-rap
:? 1.5:1
1.5:1 - -- -- -

i
transition to existing
maximum 10(h)A(v)
enp neerides,gner
G1 owner prDjed drawn Dy SAA meet.
B
3A DEERE-HITACHI i ate 22 May 2005
Carrboro, NC 27510 1000 Deere-Hitachi Road DRIVEWAY CULVERT Kale „
, -? C-2
telephone: [phone] Kernersville, NC 1
_10
"sJennainada:e
May 2005
page: 2 dt- 2

Pipe Outlet to Flat Area-
No Well-defined Channel
ado A --- ,,
T-T
t ---
Plan
La
i .o-- 11=1 1
I l l I? I? Ad l I I II I I
I 1.=
Section AA 'Filter
blanket
Filter
blanket
Figure 6.41c Riprap outlet protection (modified from Va SWCC).
Notes
1. La is the length of the riprap
apron.
2. d = 1.5 times the maximum
stone diameter but not less
than 6".
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6"
above the maximum tailwater
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
should be installed between
the riprap and soil foundation.
6.41.4
Pipe Outlet to Well-defined
Channel
Practice Standards and Specifications
Thickness-Make the minimum thickness of riprap 1.5 times the maximum
stone diameter.
Stone quality-Select stone for riprap from field stone or quarry stone. The
stone should be hard, angular, and highly weather-resistant. The specific gravity
of the individual stones should be at least 2.5.
Filter-Install a filter to prevent soil movement through the openings in the
riprap. The filter should consist of a graded gravel layer or a synthetic filter
cloth. Design filter blankets by the method described in Practice 6.15, Riprap.
Construction 1. Ensure that the subgrade' for the filter and riprap follows the required lines
Specifications and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap a minimum of 1 ft. If the damage is
extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the fil-
ter.
5. The minimum thickness of the riprap should be 1.5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather-resistant and well graded.
7. Construct the apron on zero grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receiving area or slightly
below it.
8. Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site condi-
tions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practices 6.10, Temporary Seeding, and 6.1 1, Permanent Seeding).
Maintenance Inspect riprap outlet structures after heavy rains to see if any erosion around or
below the riprap has taken place or if stones have been dislodged. Immediately
make all needed repairs to prevent further damage.
6.41.5
JOHN DEERE I HITACHI
Deere-Hitachi Construction Machinery Corporation
If you have questions concerning this payment, please direct all inquiries to Accounts Payable by calling
336-996-8100.
nnnnnnnn49151
Invoice Date Your Ref. No. Our Ref. No. Gross Amount Discount Amount Paid Broker/Entry No
23 May 2005 052305-NCDIVISIO 1900065693 200.00 0.00 200.00 PERMIT CERTIFI
Remittance USD 200.00 0.00 200.00

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