20080132 Ver 1_Application_20080116

<~ ~v i 1 a
~~ ~: ~ ~ ~ ~OU~~ ~
~~: ~,
~,..
- l' - ~:,
~~ '•~~
.,3;'.
®North Carolina Wildlife Resources Commission ~
MEMORANDUM
TO: Monte Matthews, USACOE
Raleigh Regulatory Field Office
FROM: Ron Linville, Regional Coordinator /~~
Habitat Conservation Program
DATE: January 18, 2008
SUBJECT: North Carolina Department of Transportation (NCDOT), SR1799, Roberts Lane, Unnamed
Tributaries Angley Creek, Caldwell County
NCDOT proposes to widen and pave SR1799. Biologists with the North Carolina Wildlife Resources Commission
are familiar with habitat values in the area. These comments are provided in accordance with the provisions of the
Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the North Carolina
Environmental Policy Act (G.S. 113A-1 through 113A-10; NCAC 25).
The project will impact 170 linear feet of stream primarily from culvert extensions. Temporary dewatering
procedures will allow the project to be accomplished in the dry. Trout and listed species are not known for this site.
Based on our review of the submittal, we will not object to the project as proposed providing the following
conditions are implemented:
1. Perched culverts should be avoided if practicable to enhance potential wildlife passage.
2. Stringent erosion control measures should be installed where soil is disturbed and maintained until
project completion.
3. If any concrete will be used, work must be accomplished so that wet concrete does not contact stream
water.
4. Heavy equipment should be operated from the bank rather than in the stream channel in order to
minimize sedimentation and reduce the likelihood of introducing other pollutants into the stream.
Thank you for the opportunity to review and comment on this project during the early planning stages. If you have
any questions regarding these comments, please contact me at 336/769-9453.
E-copy: Mike Parker, DWQ-ARO
Heath Slaughter, DOT
Marella Buncick, USFWS
Kathy Matthews, EPA
Marla Chambers, WRC
Sonia Gregory, DWQ-Central
Mailing Address: Division of Inland Fisheries 1721 Mail Service Center Raleigh, NC 27699-1721
Telephone: [phone] Fax: [phone]

ti
a°~~
.l~~.
S"1'A'1'E OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
January 11, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
~~~
vf~,~ ~~; ~ r,
~ ~'.~
'~^'~4~;~~srci~w~'~as
LYNDO TIPPETT
SECRETARY
Raleigh Regulatory Field Office O
6508 Fa11s of the Neuse Rd, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permits # 14
SR 1799 (Roberts Lane}
Caldwell County, North Carolina
Project Number: 1IC.O14075 (DWQ Permit Fee: X570)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1799, Roberts Lane
in Caldwell County. Total project length is approximately 0.61 miles. The roadway will be widened from
18 feet to 22 feet with impervious surface area increasing by 0.3 acres. This project will require the
replacement of three wet pipes and a very short stream realignment as shown below:
Stream Impacts:

Station Number Existing Structure
Size Proposed Pipe Size Riprap Impacts
feet Total Impacts at
this Station ft.
7+85' S0'x 36" 100'x 42" 10 60
7+85 rt. None 10' of under drain 0 10
23+SOZ 40'x 36" 100'x 42" 10 70
29+15 50'x 48" 70'x 48" w/ HW 10 30

Total Stream Im acts =170 feet
' Excessive pipe length is needed due to the depth of fill.
Z Excessive pipe length is justified since the new pipe will be appropriately skewed. Also note that there is
a small wetland up slope from our pipe inlet. We will be avoiding this area.
In addition to the above noted impacts, we will have a 26' stream realignment at station 7+85 (It.). Two
small streams come together near our existing pipe inlet. The new fill slope will cover this Y in the stream
thus making this realignment necessary. The realigned section will be 1' wide, 1' deep with 2:1 banks that
are seeded and matted. As is our standard practice, the new channel will be constructed in the dry followed
by seed and matting prior to removing the earthen plug. There will be no net loss of stream footage to this
intermittent tributary. See attached plan view drawing for details.
P. O. Box 250, N. WILF:ESBORO, NC 2&659
PHOn~E (336) 667-91 I I Fax [phone]

Mr. Monte Matthews
SR 1799 (Roberts Lane)
Page 2
January 11, 2008
The replacement of the existing wet pipes will require temporary dewatering. An impervious sandbag dike
will be constructed approximately 20 feet upstream of the existing culverts to create a small pool. Clean
water will temporarily be pumped around the construction areas and will be discharged downstream. Any
dirty water located inside of the construction areas will be pumped into a silt bag if necessary. Total
dewatered area for all wet pipes will be approximately 0.002 acres. Once the new pipes are in place, the
impervious dikes will be removed and preconstruction streambed elevations will be restored.
The wet pipes in question carry different unnamed tributaries to Angley Creek (Class: C). This project was
reviewed for the presence of threatened and endangered species on November 20, 2007. This project will
have no effect on any federally listed endangered plant or animal species. The State Historic Preservation
Office has reviewed this project and did not request any survey work.
The project impacts are minor in nature and should not remove or degrade existing water quality uses.
Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the erosion control
-neasures outlined in the attachments to this application, downstream water quality standards will be
protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control measures, a
marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with the North
Carolina Wildlife Resources Commission comment directly to you concerning the 404 Nationwide Permit
application with a copy sent to me.
By copy of this letter, I am forwarding five (5) copies of this application package to John Hennessy,
NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US Army
Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please let me
know. Your early review and consideration will be appreciated.
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Michael Poe, PE, District Engineer
Rodney Gantt, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer

Office Use Only: Dorm Version April 2001
20080132
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide. Regional or General Permit Number(s) Requested: I~TWP #14
3. If this notification is solely a courtesy copy because written approval far 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 (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P O Box 250 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hter dot state nc us
2. Agent 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: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P O Box 250 North Wilkesboro NC 28659
Telephone Number: (3361 903-9202 Fax Number:~336~67-4549
E-mail Address: hslaughter~a dot state.nc.us
Page 3 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 I 1 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 foil-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: SR 1799, Roberts Lane _ ____
2. Project Number (NCDOT Only): 11 C.014075
3. Property Identification Number (Tax PIN):
4. Location
County: Caldwell Nearest Town: Lenoir
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
Site coordinates, if available (UTM or Lat/Long): Road DD: 35.89348 N, 81.49815 W
(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.)
5. Describe the existing land use or condition of the site at the time of this application:
Secondary Road
6. Property size (acres): Approximately 3.7 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to Angley Creek (,Class: C).
8. River Basin: Catawba
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12

9. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1799.
10. List the type of equipment to be used to construct the project: Trackhoelbackhoe, motor
grader and dump trucks.
11. Describe the land use in the vicinity of this project: ResidentiaUFarm
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.LP. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
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.
Page 5 of 12

1. Wetland Impacts
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***
N/A

* List eae:h impact separately and identif}~ 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 httn://www.lema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater,~saltwater marsh, forested wetland, beaver pond
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:- 0_~_ _____^______
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average
Width of
Stream Before
[m act perennial or
Intermittent?
(please specify)
Station No. 7+85 Pipe replacement 50 feet UT #1 to Angley Creek 2 feet Perennial
Station No. 7+85
rt. Underdrain ]0 feet UT #2 to Angley Creek I foot Spring
Station No. 23+50 Pipe replacement 60 feet UT #3 to Angley Creek 1 foot Perennial
Station No. 29+15 Pipe replacement 20 feet UT #4 to Angley Creek 1 foot Perennial

* List each impact separately and identify 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 U1' (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 us s.r~ov. Several Internet sites also allow direct download and printing of U5GS maps (e.g., ~~~~~~~.tohozone.com,
~~~~~~.mal~uestcom. etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 In. ft. excluding ripra~.
Page 6 of 12

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact

Site Number
indicate on ma
*
Type of Impact Area of

Impact
acres
Name of Waterbody
(if applicable) Type of Waterbody
-ake, ond, estuar sound,
( p y'
ba ,ocean, etc.
All wet pipes Riprap 0.002 UTs to Angley Creek Streams
All wet pipes Temporary Dewatering 0.002 UTs to Angley Creek Streams

* List each impact separately and identify temporary impacts. impacts inc~uae. nut are not nmi~eta ~u: nii, chcavau~,~, ~uougu~g,
fkx~dittg, drainage, bulkheads. etc.
4. Pond Creation
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.): N/A
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.
By utilizing the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized Since this is an existins; roadway the stream impacts
cannot be avoided However the r~lacement pipe lengths will be the minimum needed to
safely construct the paved roadway All appropriate BMPs will be used during construction.
Page 7 of 12

VIII. Mitigation
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 I50 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
http://h2o.enr.state. nc.us/ncwetlands/strmgide. html.
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.
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hap://h2o.enr.siaic.nc.usl~~rp/indez.hcm. 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 (lineaz feet): To be determined by COE
Amount of buffer mitigation requested (squaze feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DVVQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
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 Cleazinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
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 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
Page 9 of 12

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
s uare feet Multiplier Required
Miti ation
1 3
2 1.5
Total
' Zone I extends out 30 feet perpendicular from near bank of cnannei; Lone t extenas 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.
i
XI. Stormwater (DWQ Only)
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.
Impervious surface area will increase by approximately 0.3 acres. All appropriate best
mans eg ment practices for sediment and erosion control will be implemented during; construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (ISA NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
Page ] 0 of 12

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).
'' ~^` ~ I
i
Applicant/Agent's Signatursr' Date
(Agent's signature is valid~only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee [redell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office
US Army Corps Of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Telephone: [phone]
Fax: [phone]
Anson Duplin Onslow
Bladen Harnett Pender
Brunswick Hoke Richmond
Carteret Montgomery Robeson
Columbus Moore Sampson
Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

~ HOIIneSS Ch. A~ 1 ~ j , '~
j Saint Poul 1 ~ LElementaryH ~ ~ / ~~°~• ~ yi
O = AME q 1 ~t G~~~~ ~' / ~ C
African 8 I / //
AME I + /~' ~IYIT
~+/
F ~8 O I ~ +~,/+/+F ~ \ 1
+ 1579 ~ ~ /w ++~ ~ ~ ~
58 M j Trinity ~ ~'~~~+ ~ /~
$ Baptist +
1~ 9' 9 ("~' ~ POP. 18,385 // / ~ ~ v
1403 4 ~~~ ~-y'J fe'2 ~;~~ ~ T~
~1 lJ , Caldwell Community ' .~
e~s ~ ~ ,~ Couepe
itheron Sout~h'"'YYLenolr *CALDWELL ~ ~ _ _ -.~ ~ 1
j 321 _
Baptist HOSPITAL ~ ' ~ I ~
Central Advent A ~$ ,i / ~ ~
CYristlon Church \ ~ ~
+!~
1.'~/
~
I _
+!+~/
'+~+~
/+ 1 ~

I ~ ~ ~ __
e ° ~+ ~
+ 1180 ~ '~

+/ .c
'A ~
°
+/ ~
.~ ~
+/ ~
ai ~ ernl.
~ ~
\
i \
~ ~ \
\ o~ I 1178 - -
4
\
I A
/ ~-
~ 1180 + ~,~ t
..
\ 8 ~
6 ~
\ ~t - -- _ J ~ 1714 1799

- - -p-
/~
/p_ _
~ ~

\ ~
77

/ / 1
- ~ ` ~p~ / wnltnelFour
-~, ` _ i
r l g
\
/ Seoso
Elem. .31 ~L ~ ~
_~- ~
~ ~
/ ~
1
~

~ 4
\ whltnel
3 ~
,D
1712 j 'v /
I
\
~ Yetnodi t
\ :a 1178 1714
i
Hgap
\
a \ tist
/J ~ \
~P ~ 1761
y'
/ ~ New Maven ~ ~ ~
\ ~dV Baptist j ~
Hamby
j 1 i
\ - v , , ~ ` ~
Church ~.eu
1852

"~~,
n~
.~ ~ ~
-,y~. •~~. ~ ~
~~ ~~.~,~
i; .w , ~ 1 k
'' ~
~~. 'ra ~>:~ '
~ ~y ' •~
3.
5
R
2.
4
6.
1) Inlet view @ 7+85 on SR 1799, Roberts Lane, Caldwell.
2) Outlet view @ 7+85.
3) Upstream view @ 23+50.
4) Outlet and downstream view @ 23+50.
5) Upstream view @ 29+15.
6) Outlet view @ 29+15.
Note that all three wet pipes are perched. Although we should be able to correct this deficiency, the
proposed pipe slopes will be in the 4% range. As a result, these pipes will not fill in with natural stream
material.

GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of nine feet by three
feet by two feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 876 and Section 1042 of
the 2006 Standard Specifications for Roads and Structures will be followed.
Any material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
A. Temporary Silt Basins shall be installed before clearing and
grubbing begins.
B Silt Fences and Temporary Silt Ditches shall be installed after clearing and
before ~radin~.
C. Temporary Stone Ditch Checks shall be installed as soon a ditchline is
established.
D. Pipe Outlet and Inlet Protection will be done as soon as the pipe is
installed.
E. Seeding and other permanent erosion control measures are to be
implemented as soon as practical.

PIPE INSTALLATION
Install erosion control devices. In streams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.
2. Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project.
Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project. Where possible, new grade will be below
existing stream bed. If needed, bedding material will be clean stone.
-1. Place tl~e new pipe and compact backfill.
Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measure.
6. Establish permanent vegetation as soon as possible.
7. Remove rock silt screens as soon as possible after vegetation is
established. Prior to removal of rock silt screens any accumulated silt
must be removed.

NOTE:
PERIMETER EROSION CONTROL MEASURES SHALL BE
INSTALLED DURING CLEARING AND GRUBBING PHASE.
NOTE:
ALL PIPE IS COATED U NLESS NOTED
ALL DITCHLIhIE~RADE LESS THAN 4% USE MATTING
ALL DITCHLII`~IEaGI~ADE GREATER THAN % USE PSRM.
J ~
I ~ I
NOTE: I z I
i
~
STEP#7 STO
~F
=PROVIDE 21° GE CALCULATE
STEP#5 DURING CLE,~RI~I~ an GRUBBING PHASE
w
.,
I m I
I =
I
I
BAP. Of00
w I
z
Q
J
z I
I
~ I
z ,
~,
~ I
6.9%
c
NCA/4021 (R/WI
PROJECT: (CONSTI
ROAD: SR /799 ROBERTS LANE
COUNTY: CALDWELL COUNTY-LOWER CREEK TWN.
TYPE: GRADE, ORA/N, BASE, AND PAVE (0.6/ Ml)
SCALE: l' = 50' SHEET l OF 7 DATE: 7-194
BEGIN SURVEY-7-9-04
ENDED SURVEY-7-16-04
IV
WAYNE STEVENS
DB-1040/84
C,~I
Y

{vvit:
PLACE ORA
~,Q,'G~~~C G I
AC `~f+00 T
_ _ - -
~~
~ N
Q Q
-~---~
C4.6 C/4.7
24.9 40J
+05 REPLACE 30' x 15' _
~ ~ -~X~7>NG Raw
--~- 4.3%
SR /799
ROBERTS LANE
®--
EX/ G R/W
C2.3
x 3 x 2 e/o 15- a 2/.5
1' weir
STEP#3
' N TE:
~ PLACE TEM / D ~CK SEDIMENT DA~S TYPE - B
~ AT 43 SPA ING C&G PHASE IVEY NEL
STA 0 + 00 TO 1 + 37 RT ' DB-606/1
N I
1
1
1
t
I
4.3% ~,~, / Ic
P~OTE:GERALDINE DOUGLAS
` PIq~C~O~I~}ORARY R~
F~ AT 70' SPACING DUI
STA 1+37 TO 6+0(

LEES MCRAE COLLEGE
DB-1372/1173
6 x x 2
)04 1' '~ieir
F
I~ S P#72E
t
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
AT 36' SPACING DURING C&G PHASE
STA 19 + 10 TO 23 + 50 LT
DB-1103/757
+58 REPLACE 30' x 15'
6x3 x2
2' we i r
STEP#7
C/0.9 C63 CO.
34.4 275 SWD #OO~J
___ ~~f
- - 8.2%
Z
45BW
~~T~~~
~~
' ST D
~-
TSD
'~~ ~ F9.3
I + 34.6
6x3 x2
EES ~RA~LV6~LICEGE
-1 2 11
SWDP#013
MAX ROBERTS
DB-1181/1207
SHEET 5 OF 7
50
.,
J
~, SWDP#006
,`
rte.,
~ (jB04~~.T09~R~
`c': B-470/76

/ ~ ~ C4.4
i I 24.6 ~~
TSD
5~DP#014 ~'~~~
.,
6 x3 x2
2' we i r
STEP#7
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
AT 36' SPACING DURING BOTH PHASE
STA 19+10 TO 23+50 RT

NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
AT 48' SPACING DURING C&G PHASE
STA 23+50 TO 29+15 LT
+R01
nR_d~ai~~a
SHEET 6
STELLA ROBERTS
DB-390/429
f
OF 7 '

6 ~,
SWDP#007
0 9x3 x2
'
~ weir
2
~
0 C39
23.9 clo.8 c/32
342 37.8 ~19.s
' 47.4 STEP#5

y ~
~
BRICK COLUMN
~ ~~. ~ ~ ~
. ~
o - 6.2%

p ~i~~~ _ x ~wx x-
TSD T$I~ --
_
T D..~~TSD TSD~"'~'T WDP#016 TSD
42 SWDP 015 b x 3 x 2
~,. '~~
~'~~.~~
,,
9

. F3J
X 2 222 F0.0
/6A FO
no
2' we i t
~~~~,~ 2' weir STEP#7
.~

`
STEP#5
~
. MAY RnRFRTC
NOTE:
:E TEMPORARY ROCK SEDIMENT DAMS TYPE - B
10' SPACING DURING BOTH PHASE
s83+50 TO 26+80 RT
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS '
AT 22' SPACING DURING BOTH PHASE
STA 26+80 TO 29+15 RT

SHEET 7 OF 7
PRIVATE ROAD

5
~~%
~~
r ~
7

v'v 7

~J~ yt
~feGt 26, of
/ ~ \\
Remo %eSt6 e~ / v- \~
Q/
~, / a
r/
i
~~,~0
F
w
~i

/ /I
/~~ ~
/~~~'
/ / \ ~
J
~~ E~~tirq
~ ° ~~ a{O~~ R~rrs IAA
~n SR 1199
~oid~i ~°~~ a 1+85
W~ PIPa ~

E NEW PIPE
EXISTING PIPE
~~ ~^
tR
IICQIg021 `CONE )
RT S ~~
JECt : Rgg ~gE St a7 DATE: ~ -~'~ CREEK
R~ 5R ECI, S~R11EY 3 ~CEY --
C~ PIPE I OF TO ~ --
Y
,w~ SMEET D tRIB~P~ Ta~~aS '~-- --
_sC~= r' NEE. ~NN~,IE tN 5 ` --'-,-,-' /,--,-'
RP ERIE ,-- -,,,
-- -,
,- - -' ,- --/-/- W WAN a/ ~
- - 90~ SKE
c2 ,--
--'-~ -- BE ~pID ON P ~
~ x 36. PIPt 1C
E SIZE 42
XISTING PI StZE=1~ x ~ i
NEB P-PE ~ /
~ ~ v~CES NOr SN~'yN.
OS~CN CONT~~ DE
TE:TEMPCR~ ER
N~
~Q; ~
4-
~~ pAtE~ T NR~~N
5~ .
coN~~r~~ SN WNj~N
RaNN ~. ~0
D _/

IlCDI4021 I R/WJ
PROt1 ECT:
1CONST J ~ ~ CENTER UNE
SR 1799 ROBERTS LANE PROPOSED R/W
COUNTY: CALOWELL NEW EAGE PAVEMENT
TYPE: WET P/PE SURVEY STA. 23+50 - - - - Ex~srrNG Ea~GE RoAavAr
SCALE: r = 20' SHEET 2 OF 3 DATE: 7-19-04 ~~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO ANGLEY CREEK ~ ~ ExrST~NG PIPE
RATING: C
I' AVERAGE STREAM WIDTH
STA.23+50

------ -------------------------fi ----------- --------------------~

Q Q

EXISTING PIPE SIZE: 4O' x 36' EXISTING PIPE tS ON A 90° SKEW
NEW PIPE SIZE: l00' x 36` PIPE TO BE LAID ON A 60° SKEW WITH
~ ~ 41 FALL
~

-----
---- 6' 9'
-- - 9' 6'
------- f
----rtE
---- --

~ ~
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN.
SURVEY DATE: 7-15-04
CONDUCTED BY: HR,AJ,BH
ORAWN B)': JOSH M/NTON

IICDI4021 (R/WI
PRGdECT:
(CONST) ~_ CEKTER UN£
RbAD:-- SR /799 ROBERTS LANE PROAOSEO Riw
COUNTY: CALOWELL NEW EDGE PAVEMENT
- - - - EXISTING EDGE ROADWAY
TYPE: wET PIPE SURVEY STa 29115
SCALE: r = 20' SHEET 3 OF 3 DATEr 7-19-04 ~-~ NEW PIPE

STREAM NAME: UNNAMED TRIBUTARY TO ANGLEY CREEK ~ J EXISTING PIPE
r- --i
RATING: C
2' AVERAGE STREAM W/OTH
STA.29t15
1
rn
4
------ -------------------------
-------- Q
------------------------ --
1
EXtSTING PIPE SIZE: 50' x 48'
NEW PIPE SIZE: 70' x 48' PIPE TO BE LAID ON A 90° SKEW
` f ` WITH 4% FAIL
6' 9' 9' 6'

f
.
SURVEY DATE: 7-15-04
NOTE: TEMPORARY
EROSION CONTROL DEVICES NOT SHOWN.
CONDUCTED BY: HR,AJ,BH
NOTE: REQUIRES HEADWALL
DRAWN BY: JOSH M/NTON

ROAD NAME: SR 1799 (ROBERTS LANE)
COUNTY: CALDWELL
PROJECT (WBS) ; 110.014021 (R/VV)
(CONST.)
NOTE-CONSTRUCT EXTRA WIDENING IN CURVES AS DIRECTED BY ENGINEER
NOTE: PAVEMENT MARKINGS FOR TWO 10' LANES
58' RIGHT OF WAY
DATE:?-19-04
6~ 10' Im' 4' 4'
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH
1' PVD _ 1' PVD
o,
SHLDR 02 ~~ pp~T D2 SHLDR
.B8 .D8
3~1
.L;~
T El Dl T
GRADE TO THIS LINE
34' TYPICAL SECTION
C~ AST SPLIT SEAL
D1 4.0" ACIC I19.OB PLANT MIX
E 1 5 ~- AGGREGATE BASE COURSE
'r SHOULDER MATERIAL

/~
SHEET 2 i ~= ~F i
~ ~,
NOTE: %/
P ~~'~~' TEMPORARY ROCK SEDIMENT DAMS
OTH PHASE
T
' TYPE ~~
`4~
SPACING DURING B
Y~S
A ~.
STA 6+00 TO 7+85 LT ;
.Q V7 ~ J.A. ALICKIy}. 9 x 3 X 2

'
9 x 3 x 2
' ~ 'oo
i
~ 2'
DB-609/555 Q 2
weir r
we
j
o Q
~ STEP#7 ;o
~~ STEP#7
9 3 x 2
BRA ROCK SEDIMENT DAMS TYPE - B 1' weir
SWDP#002 ~ SWDP#003
F5.O
G DURING C&G0~•~
00 LT 33.0 STEP#5 26.0 2
SD~~~S
_-
T5D `~
~ ~-
_--_ SWDP# ~I
_ ~
~ _ _
~ __
__
_-

__
0

~ - ® _
---C?~a - _ -FIEDGE _ ~ ~
+

~ ~
m ~'__
_ _ _
co.~ 9 x 3 x 2 ri4 rs~ TSD ~~
~
~~ p~TSD
TS
i88 1' weir F
1 DP#O10 FBI , ~~
SPRINGS 3/.0
~ STEP#5 5 ~,,,-~WDP#O11
9 x 3 x 2 ~; 9
2
3
DP#009
eer
2 x
x
~,
w
~' ,
W L RE~IR~~J~ERDRA
-RY ROCK j
SE IMENT DAMS TYPE - B STEP#7 j
DURING
6+00 RT C& PHASE MARGARET HAYES ~ ~

NOTE: ! !
PLACE TEMPORARY ROCK SEDIMENT DAMS ~'~ -
AT 65' SPACING DURING BOTH PHASE ' '
STA 6 + 00 TO 7 + 85 RT j STEP#7

DB-1372/1173
B
ii

~ s ~; + tl - - , ,r9
I
'~, 1,4,
' ~ ..
,.
p '- `+..-
7 ,y
..
t ~ ~~
~,
• , . 5 ,~.:
~~ .~
~ - ~~ ~~_
• f ~ _.~--
;; ~
i~ f r 5 I
:. ~ i
*~1, ~ 4 ° '1ti
5 ~~ ~
. L -` ,, _
t r _ ~._ _
5 ~
-- 4~ ° `4 H 1
I v ti ~ ~__
y;A E O P ~, .~~,4 ~ -~.._r- ~ 4~5~ ,I .~ ~, t~ p it
r .-' 4.. ? I VI
~` „_ }: ' .. -~~~=~•~.~~ ,Begin SR 1799
.5 r l~ Y~
- ~, : ~ ~ •
! ~ /~ . y
-,
.P...
~ ` ~ F .~~;
~ ~J
t y ~
+'~ f I ~ ' ~~ r ,ja
F
~ ~ _ t .
,` * _ _
-., _ . + ~
_ ~ t ~ ~~ ~ ~~ ~~ ~ ~
.~» ~~ ~._' • ~ x •i ~~ i.
l `~ .
~+ t ~
Y~ ~ ~ ~_ r i.E ~. r~ .r, „~ ~ ~' y I rr
JF r ~ . U ' 15 y 1 }~
t 4~I~
4~`I L ~~

~.. ~ -. M1~ fir( r
_.5 2 f
f _ `+- . 1
,,` ~ ~.
i ~y~r';;-' fA
,~.~ l`: -
*,'+.'t is t wy' ~_ ~av-
t`"~'
7Y
.J
~"`/
• r F• , f ~l~r. /r~ ~ ~° u 1
~ ~ ' f J/ L
'~ - ...
4~ ` _
ti
A , 4 -.~? ',LY
.~ ~
r'~ ''
s '~`~
f1r
~~ ~~ ( I
r t~
'~
~~
4

r *~
.i
Name: KINGS CREEK
Date: 11 /19/2007
Scale: 1 inch equals 1000 feet
Location: 035.8935984° N 081.4987829° W