20020115 Ver 1_Application_20070302

\o?oF wArF9o?
> y
O t
cl) r
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Mark Gibbs, P.E Division Engineer
NCDOT, Division 14
4142 Haywood Road
Horse Shoe, NC 28742
Dear Mr. Gibbs:
Michael F. Easley, Govern)
William G. Ross Jr., Secretan
North Carolina Department of Environment and Natural Resource!
Alan Klimek, P.E., Director(
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 2, 2007
DWQ # 02-0115
Polk County
On January 18, 2002 you requested a 401 Water Quality Certification from the Division of Water
Quality (DWQ) for your project on SR 1351 in Polk County. We wrote you on January 29, 2001
discussing concerns that we have regarding the design of the project and placing it on hold until those
concerns are addressed. Therefore we are returning your applications. Once you have collected
sufficient information to have a complete application (please see our hold letter for the missing
information), you will need to reapply for the DWQ approval. Your file is hereby retired and will not be
reviewed until our earlier concerns are addressed.
Please contact me at 919-733-5694 if you have any questions or would like to discuss this matter.
John Hennessy
stion and Permitting Unit.
cc: DWQ Washington Regional Office
US Army Corps of Engineers Washington Field Office
Central Files
File Copy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
165,0 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
&C-M
F W A TF Michael F. Easley, Govemo
\O?? 9oG William G. Ross Jr., Secretarj
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> y Acting Director
O -? Division of Water Quality
January 29, 2001
CERTIFIED MAIL: Return receipt requested
Mr. E. A. Green, P.E., District Engineer
NCDOT Division 14, District 1
4142 Haywood Road
Horse Shoe, North Carolina, 28742
Dear Mr. Green:
Re: SR 1351 (Shytle Road), Polk County, State Project No. 6.982237, DWQ Project 020115.
The Division of Water Quality has reviewed your submittal for a §401 Water Quality Certification for
the aforementioned project. Review of your application revealed it lacking necessary information
required for making an informed permit decision. The permit application was deficient in the
following area:
The vicinity map provided is illegible
Item XI. Stormwater was not completed. The NCDWQ wishes to know what stormwater controls
will be used to protect surface waters (i.e., will runoff be routed through a buffer area or directly
to the streams?).
Therefore, pursuant to 15A NCAC 2h .0507(a)(4), we will have to place the permit application on
hold until we are supplied the necessary information. Furthermore, until the information is received
by the NC Division of Water Quality, we request (by copy of this letter) that the US Army Corps of
Engineers place the permit application on hold.
Hopefully, we can work together to expedite the processing of your permit application. If you have
any questions or require additional information, please contact Cynthia F. Van Der Wiele at
919.733.5715.
R. Do
Ja r Q uality Ce tfic on Program
pc: John Hendrix, USACE Asheville Field Office
Mike Parker, NCDWQ Asheville Regional Office
File Copy
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree BNd., Raleigh, NC 27604-2260 (Location)
913733-1786 (phone), 919-733-6893 (fax), httpJfh2o.enr.state.nc.us/ncwetlands/
1i" -Jt
a
0209 9 5
. STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley
GOVERNOR
Lyndo Tippett
Secretary
L_0W15
Mr. John Hendricks
U. S. Army Corps of Engineers 2 2 20
151 Patton Avenue
Room 143
Asheville, NC 28801
SUBJECT: Proposed Secondary Road Construction
SR 1351, Shytle Road
Polk County
State Project No. 6.982237 (DWQ Minor Permit Fee 5200)
Dear Mr. Hendricks,
Attached are erosion control plans, an application forum for a Nationwide Permit, and a county
map section locating SR 1351, Shytle Road, in Polk County. SR 1351 is a gravel road that we
propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.64 miles.
Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams as noted on plans and
the attached pipe schedule. Pipes will be replaced using our standard method of pipe installation
described in the erosion control plans. NCDOT " Best Management Practices for Protection of
Surface Waters" and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. John Domey, Division of Water Quality.
By copy of this letter, we are asking Mr. Owen Anderson, N. C. Wildlife Resources Commission,
to comment to the Corps of Engineers concerning the Nationwide Permit request. Upon review
of the Corps of Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT)
as well.
Division 14, District I
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]
January 18, 2002
PAYMENT
RECEIVED
P ,a
John Hendricks
Page 2
January 18, 2002
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at [phone].
u
n, P. E.
y
E. A. Glee
District Engineer
EAG/SLC
attachment
cc: Mr. Richard Phillips, P. E., NCDENR
Mr. John Dorney, DWQ
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT
J
5Form Version October 2001
Office Use Only: DR q 1. J
Q ®? O1
'
USACE Action ID No. 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: 14
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe. NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Edward A. Green P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Ha vood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: egreen dot.state.nc.us
Page 5 of 12
r r
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 ofproject: Shytle Rd (SR 1351)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Polk Nearest Town: McGinnis Crossroads
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1350 and SR 1351 then continue in a westerly direction for a total distance of 3,370 feet to
the end of the project at the intersection of SR 1351 and SR 1004
5. Site coordinates, if available (UTM or Lat/Long): 35N 11' 56"/ 82W 00' 35"
(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. Describe the existing land use or condition of the site at the time of this application: Rural
7. Property size (acres): 3.370' * 50' = 3.87 acres
8. Nearest body of water (stream/river/sound/ocean/lake): UT to Buck Creek
9. River Basin: Broad
(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 6 of 12
P /
10. Describe the purpose of the proposed work: Upgrade SR 1351 to minimum standards for
a NCDOT maintained road.
11. List the type of equipment to be used to construct the project: Widen and pave SR 1351
using hydraulic excavators back hoes bulldozers dump trucks. motor graders and various
hand tools.
12. Describe the land use in the vicinity of this project: Rural residential
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.
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:
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 7 of 12
r
Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
N/A
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***

• List each impact separate ly and taenaty tempui a, y nupau- .„iv -•,.?•??-,------,_.._.......___..
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://%%%kw.fema.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: N/A
Total area of wetland impact proposed: N/A
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number

indicate on ma )
I
Type of Impact*

CMP extension Length of
Impact

linear feet
20'
StreamName**

UT to Buck Creek Average Width
Before of Stream Impact

2' Perennial or
Intermittent?
ecif

Perennial
2 CHIP extension 20' UT to Buck Creek 1 Intermittent

. .____._
6....,.o ..... I;m;tpd in- ru lvr ns and associated riD-rap,
Me 0.c,
identify
* List each impact separately and temporary trnpacu. unpacts Me .. ., ??. ?•? .•-• •• --- --- --- - - -
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 I-800-358-9616, or online at
www uses.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., w0yw tonozone.com,
www maoguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
t
2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
p p
Site Number
(indicate on ma
N/A
*
Type of Impact Area of

Impact
(acres
Name of Waterbody
(if applicable) Type of Waterbody
lake, ond, estuary, sound,
( bp
ba ,ocean, etc.)

rim li mited in- 511. excavation, dredging,
* List each impact separaceiy aria iucnwy `-F-"'? r,.-•- r---- ------
flooding, drainage, bulkheads, etc.
3. 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 constriction to reduce impacts.
See attachments
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 150 linear feet of total impacts to perennial
streams.
Pale 9 of 12
r f
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
htt ://h2o.enr.state.nc.us/ncwetlands/stnn?ide.html.
I. 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.
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 htro nh2o enr state nc us'wro%indet.hrn,. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 10 of 12
r f
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ 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 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 (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
(Neuse), 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:
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.
` Impact Multiplier Required
Zone (square feet Mitigation
1 3
2 1.5
Total
Zone I extends out 30 feet perpenoicwar rrom near uanh w 111.11LII?, -1- - •-••-- -
additional 20 feet from the edge of Zone 1.
Page 11 of 12
t
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.
X1. 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.
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.
XIII. Violations (DWQ Only)
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).
/-/B-a Z_
Applicant/Age 's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
1 :,
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT S?- I ?Sf?y T Lr-- e-0?
LocaTION 3F-?-drl K"- TNT tN?"?P-SFC-TtG?`1o1= SCL- 135o r-:ND Sr 1351
-aAE-t`I CONTt00E IN F\ WESiET Imo) Dt(?_c IVJ rot? f. TOTY L
p151:r1C? a ?,J rEET TO rIE C lp o Ro-) ECT rT
it,c If 1 Ct S C T1O1J D*= Sp 1 ??1 (r?D ?? ID??,
(,Q?.D?iD-?1Ni,F?E,F. L,L"? ?.oN Cc?
v;ORK TYPE
t'iORK ORDER L0,g001D-iq (i ay«')
PRIORITY --``f, ZF RUPL
COUNT Y "pO yl!
PATE
NOTES SEE \,Po
RIGHT Or WAY Jo 1
SCAi_E I1t = I OU I
or n9C
to
LTD N
?IF.rI? ?. ?r L"fZ)nl
4(a 5SAITLE ?
C0`vMZJS 11\\C, ?=, 22-

,fi r t? S MA 4 a.
cP?1h\ v -? N'. f=.
o o
CoLVfJ\, Nc, 2c ZL °
r?n? I
F? IC?.uNOsp,;I
C1Lr.2(r E(-I'_f\& 74( ! ii('I
ID 12(r -D j

S?-150 ?-,r?1
-a labo
c 51I N W2oJ? Se,
a
O 3C9F'I \? . Sr' IEL-Y 4
V-T 2 a?X
P 12c -z'

SLl`iTLE `P71
,
'
COL-Vi ;2'0Sj f•ar
JOSE S WEE ?.

10
9w
?,-.. 2-
e

rA,
qv,1 I ?
io 00
J
,??-y r1 St's\r l-D? s
O ?j?11 L• SI:iI??.S

i?
?c
I
i
I

_0 Do
?,?4

f' f 15
??? f/('? L./J SSA I
ZIP fin
[•Acl, S/TE Z
00 ?o
00 _IG r
,
S,iE 2
aD Rn ItJ: S:- I

IzC - 44

?- P s'?. * «I-Dus
C? t ?J, - 4-h

T?
??/,-j
of
pig Sh1?U?S
© H17 JS SIC
P Izb -q
L? 31+7
?Iv.1 ?DJ:.?ON
lz?
5 ??-rry t- s- ? Ews
P t2?-?4

The right of way is measured _
center line of said proposed roa
/m' l6 r comer of the
of the
The ri ght of wav is measured
1-7 ft. on the el&FIT side of the
i from a point 5 ft. Wt 57- of the
tJC&c- i/cosc to a point 5 ft. Ewcr
comer of said eJE%e
ft. on the side of the
center line of said proposed road from a point 5 ft,
comer of the
comer of the to a point 5 ft.
to a point 5 ft.
of the comer of said
The tisht of way is measured ft. on the
center line of said proposed road from a point 5 ft.
corner of the to a point 5 fr.
of the comer of said
The right of way is measured ft. on the side of the
center luie of said proposed road from a point 5 ft. of the
corner of the to a point 5 ft.
of the comer of said
of the corner of said
The rit<ht of way is measured ft. on the
center line of said proposed road from a point 5 ft.
of the
side of the
of the
side of the
of the
PIPE SCHEDULE
PROJECT
s? rl n ) I
? y-n COUNTY PAGE_L_OF
STATION
DIAMETER EXISTING
TH
LErNG
SKEW! PROPOSED
DIAMETER LENGTH SKEW REMARKS

(/ I n/
l Y )11 ?
A J/
is /V ^ T?
CIA ('
AW) 4g„ b0' 90°
Cl 1.
2,/
C,Q P- I' ST J?r?1

POLE DATA

LK
PROJECT COUNTY
OWNER j? Jar ?'%)'i,lrr SHEET OF
POLE DISTANCE FROM CENTERLINE
STATION NUMBER EXISTING PROJECT AFTER
MOVING
REMARKS
LT. RT. LT. RT. LT. RT.

15I 13 I ? ? VJ ?? Pry

141+-9-f) I( I(? 'nf t • ?>?E ?/? ('i l

POLE DATA
PROJECT COUNTY P3L)L
OWNER SHEET OF ?.
POLE DISTANCE FROM CENTERLINE
STATION NUMBER EXISTING PROJECT AFTER
MOVING
REMARKS
LT. RT. LT. RT. LT. RT.
/?t? 2a?5-ol5 15 I S P:-?orJ? F? u
S r?. ?= -OBI G' I °; r- 1, NE PEJ

?-.Z POLK COONTY

PROPOSED
IMPROVEMENT
FOR PAVING
t: SR.
-' f tt .? - G
F
FCGcR ?_ '? ) ? '
r GF-CF ? ? _ NN
2 ?, l ryy
a - l
I , r r r r. 6? i ?
DETAILS AND'
SPECIFICATIONS
Std, ;2 :srription 4vm nl
SG 8.0 Z
??c
j Pipe Cutlet Dissi1
c Oo o
?Go.o3
- i Temporary Silt Ditch o0 00

i?so.os ..................
i Temporary Diversion -" D- -

/?oso!
I Temporary Silt Fence
........ -----------------

..
7-
--- - -- - -

/22.01 "
- .......
Temporary Slope Drain with Ear'ih Berm
-
F- <-
/=30.01 Silt Basin Type A .-..-...
---------
30, 0z Silt Basin Type B ...
••-•---
-----------------------
------
/33.0! ! Temporary Rock Silt Check Type -A .._..--.
/ 33. oz Temporary Rock Silt Check Type-B _._..
Temporary Rock Sediment Dam Type-A
.

/634-.o2 ..
Temporary Rock Sediment Dam Types B ......... = -
-----------
35oI. . Rock Pipe Inlet Protection
............. ..........
..... • 11>

-
/63?.01 Rock Silt Screen ............... .........:..
- 4
----------
30.04 Stilling Basin ................... ...
Inlet Protection:
/632.o/ TYP° A ----•---------------- ---------- A} OR . -A? _
l632.01 ;
Type B --•-•---...---•• .....
.......... B r??
OR .
-B --:--
/c- 32.0;
Type C
...........

.......... C
3
?-

: OR
1
C?J

968.04 Rip Pap Class "a" ......... ...... 00 00 C.

868.03.
Ditch Liner Class "A" ..... 00000
.....: x, x x , _
r.r.x
Note: Type B Silt Basins will be used in ccnjurx-Licn with fj TE,-Wa*ry Prrk Silt C F i -
lyr- B unless ou mlise srr ificd.
VidIlOUVO IIlUOiJ SID-linO 3dId 1V dVa dIH SOJ EICIM)
d0 3ivls m UOJ ONIMM) OJVONVIS HSI-Oid3 co
(CD

a ? a m m N n

- r?

N o

C) d d

N
-
n
d
m
r
Q
C ±
-1
I
V L
?r 0 N N C r O fJ r N N (7 (7
N
C N

? J
U }I
N
N
C
r
^ m
? N
N d
N m
c7 C
C C
t(l <
m
N
F
C
I
O C L'? C N n ? ? N ? '
I

0
I l d d H 4 2 H - H - [
V

L'
L' N r 0 d
^ N
N 0
('J 0
('] 0
Vl N
U N
1 O
O ?
C ? I
I:a
C
.. N

'_
'`j N [7 C r N
r O
N O
N M
C] O
C O
C r
L]
U "' r
~ L^
r
i
J } N ^ L] 1- CJ .r
+ INJ r O O

J
< {
L+
'.O c M.
, LJ d i :
r
L C

02 1
H + H
1
IC I IC, O O ?
^ I CJ ? vI C ? ?N n
°
a ,
i
C
c

N
L
Li
000
L
d
O C G
C
JCS-'
? C
U?
J, r
••U L]N
LJ N N
F c
OOG G
J J
C C
u
G L
J
L
O
u
L •
J ??f ,

U
C
L
V ?`'`urL.? F_
1 I- z 3
o
losl
G ° H
W
W F-
O
d Q
b F-
H
O
H
L) W
N F-
O
N
L] ?
G J
J G
L
" O
O
O
O -
L:
^ L]
F L"
uN
CC
- LI
II L:
FO O
N
N N
L' ' J
?- J 2
L
L C C
o a
L L C .
O L'
0
F-NN
?] N
L <
J J
C U U
y. .
V N
II II 11
=mar
STATE OF L=" ENGLISH STANDARD DRAWING FOR - N
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS °
DEPT. OF TRANSPORTATION
DIVISION! OF IIIGH','AYS
RAU G11. N.C. ;' fA,
TE,mPORARY Sita Dn'cn:
- "1s D
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment darns, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an ontinnni rnnh hp=
AaEAS Of USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 Nbl*ch, 1993
UOJ 9NJMV0G OUVONV S HSIl9N3
•. I
:I
H
c I H
u
Q 1 >
N
co <
< > o I z
o
U
W
jo
> ~ Cn
?N O
L 1 rr'
a U
O
J '-
co
J
J I I
L ?
I
STATE OF ENGLISH STANDARD DRAWING FOR _cf)
NORTH CAROLINA TEMPORARY SILT DITCH
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS ' co
RALEIGH, N.C.
r
Tr,MPOHARY Siur FGNCL:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
'0'll 'HOI3lVU CD
SAVfdHOIH JO NOISIAIO o
flOliV1NOdSNVU1'JO '1d3U -
VNIIOUVO MON 3ON3J 1IIS AUVUOdw31 CD
JO 31V1S "T6 UOJ ONIMVUO UUVONV-LS HSIION3 r
x x
a a
w w
Its II I I- D D
,?? cl I I N
~? II
_ El II
O 0 O
II- <?
------ ------
-----------------
--- - '- H w w
-6
u -.? III u
L•'C G O =• b J I^
C) D
ti <' I U H
?? F U L-t I- .-? w
?p > ? I G u I
°r-=? L° IIIIIii
?X J J ??=_?? H r-? U
O` ti T L
r? ? G7 ?_
L = G w
o z Z i
• Z } H f-I ti c
w? G
o F- m _ w
i l l l LI-IG <
LU LL
swc? w jF- w of
ow inw
m
Jm't- w
If ?G_
I- C H H <C YC7p m?
- G J f A G w w J~ J 0
° = - W = M o = < W - O a < -
m ? w I-I H M2U5 >2
c C 00F- W F-Coz
m.w t-m co
GJU J Z's G i 0YN JF-
G G W GC O O W w o
?.<t w C= W O-
E3 m =- x.+C O G F-C G
f- .. (? L • 1 w w J (n
/- O W 0 -1 ? F- W F- O F
O+- Ucr? r-,J U WUUJx W OT
C w.-I y (JU.+c7 H W F0 00
W F- S G w (n C In ?-I C7 I-I
0 p O Z w w G~ W w
S OW N O w D = C -
GJ
J
G <:
O -
H ?

'A silt-basin type-B is a temporary basin built to collect sediment flowina through a
drainagc way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
^onjunction with temporaryrock silt checks and other devices that con;,ol or slow
,town water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
A-RE=DS Or USE
• In conjunction with temporary rock'silt checks and o- Lher devices used in
drainage ditches.
DEsiGN CR-rrERLA:
o See Silt Basin Sizes Typical.
23 March, 1992.
21
Silt Basin - 1
(S. B. 7)
3?-\
2? 1
2-\
2
Length of Disturbed Area = 100'
Silt Basin - 4
(S.C. 28)
Length of Disturbed Area = 200'
v

Length of Disturbed Area = 300'
3?\
Silt Basin - 3
(S.B. 21)
28'
2\ \_
Length of Disturbed Area = 100'
*Basin Sizes based on 600 cubic feet of storage per acre. b'aOUS to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
SAWAHOIH JO NOISIAM
NOIIV1HOdSNvul.Jo '1d30
VNIlOUVO HIUON
JO 31VIS Tr ,
,£i, 3d Al NISVS lIIS
UOJ JNIA1VU0 OUVONVIS HSIION3
- 7 _
IIIII a 111111
IIIII ? I
i o -
' 111111
IIIII
' 111111
IIIII ? 111111
IIIII ? IIIII
= 5 =
IIIII
G IIIII _ gill
IIIII J IIIII
w IIIII ?IIIIIIIIIIII_
= ? iun
IIIII o IIIII
IIIII 111111
z
0
c?
L"
N
0
0
Cl)
co
r
CT.\T47 MC II_:TIii I FI'r;i Tc?i.i mrIlnnnn nn,-ITnl rnn
o ?C
'O'11 'HJIDIVU
SAVIAHOIH JO NOISIAIO
NOI1Vl10dSNvul i0 1d30
VNIIOHVO H1HON 0, 3dAl )103HO 1lIS )l3OH. AUVUOdW31
dO 31V-LS UOJ ONI/AVLIO OUVONV1S HSI19N3
z F-
O G
0 C
O O
xww
W Z
p
F
C ~O
O Q
w a _`o
L w z
zcn 0
o r
H
N J C
Jw_'
w<a_
mx m
N L:1.
J U
co
JOH< Z C V J
N= F-U
W m H
Z= DJ
O Do
N y H H
G U Z
J J G O
c U Fm- U
p J'?Z
f-000
N U C U H
W Z) F- co
0 C Z w 0
0 oxc
Z L9U
-t ~
2 Z J
H x = O
0 N U W C
OUV-Q]~
W H
J CJ O
O J U
H U Q G Z
~ Z x
O H Z U OH
<<Zo
T V W C
[n w W
W C }
rQGo
U H C L
u v>w
~ C Q e Z
o oz,.
LL H 0 ?
} Q
< W C Z n
Z O <
CH W {0
W N C F
_
W U CO
?<Quw<
C7=
Z
N coo
W Q W< G H G
T J Z C C J
F 0o C7GU
u
0
0
w
m o
P U W
QZ
==O
O zm<
L7 O
U J m
ow
o w C I
<xt-?
W ~ Ow
m Q U m
J F- J
J C Z J
Q owQ
x W ? 2
N H O C
p p W
lJ r-? W w tL
<<n-z
Oa c 0,
N W m w z
J m o
J W
0J 0W
C J C C i
F-G W
00 CDFI-
O n O }
U W U m
CC)
F-ZH F-?
w Q C Z W
W C W I -
w =EC
F
m oHmC
w O
W ~ Z w W ~
(n co =) (J) r_
C
y?r ?s
O
O G W
?•YR'? U
1,?t'•a?= C
W
?7/ 1 N
H
\`
?
wY w
?
I
U
1 N
\ I
OW
U] U
II
J
I
av ?
w ..
do
C
f-
N
N
F.
o F.
o
?' c c
? (V W

p C
U O

0
H
0U
W
N
N
N
O
U
2
U
H
D
w
w

I
0
L
F
u _
ow W
'-U• H
NO >
r Yc9 Z
U ?
rJ H
F °c F-
G
NO W
>
.? W
C
L"
Y
Fz
Jn
J
n
U
o H
M p
U J
W <
h O
H
L? O
O
m a
U <
C
H
0
Cl)
c?
r
STATF OF Ll ENGLISH STANDARD DRAVIING FOR I•-In
v1I-l6uv6 HAON V. 3dA1 dVU.L INDNI(13S _DINI 3dId )100U
-10 ILV1S LIOJ 0HIAWHO OLIVONVIS 11SI-10M]
lJ
O
J
O
V)
Q
N
I J
W
? o
J ?
O
W LL
W L'1 U O
0 C W W© H C O
< O C O W
O
H
U< N J Q F- O H O u > 4 W
O<- r F- C T W O
lJ C Cn ? N '-+ C J O C t'J I-
c? o ow ? ? W o a- m
L !- (O ? J O 7 W
J W- F O G
< J C W J
J o C<= G U C = C U 'W 0 0
< O
< J O
W J G H W O G G
Q C U~ W C 0 b S ¢ ?
C7 G 0 Z H O H C J? C
W J 0 0 0 J W 0 W O
W W U O J F- O J W F- C O C
v c r c =? - `w t- cn c
:D Z)
t- J a n ww cn F W o
G9 J O L7 o W G }
W
J C9 ~ U O F W W a U Q W?
7 O F- < cn m b r-. - w
? ? ti 2 J co ? F- O
1- F- N lJ C C W F- O Q = LJ ?+ L)
U G U O= 0 0" 0 0 ?-+ ! U cn L J
G C ?+ W O O G7 O [^ O O O
• C L'1 C W? Ll F- n_ W C F-- +I Z C C
W O O W O F- W G H
F- co O C (n , C F- w > Q O V)
O F- 0 0 O G W =. m. O W 0
C7 U 4 Z: 4_ 4_ O O n 0 M U
O G
J

Z
Q

I

G
J _
^
o i <
Z
L ~

w
cn
s--r ;
C

t9
.J
O
H
C7
O
C
0
U
F
w`
?
lJ
CO
r -?
I
? G
`-\ O
I `
(h
co
1-
STATE OF ?yl ENGLISH STAIIDARD DRA;;lIP1r0 FOR o
NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP TYPE 'A`
DEPT. OF TRANSPORTATION n
DIVISION OF HIGH
P;AYS III
RAI.EIG11, (I.C.

ROCK SILT SCREEN:
2
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stor.e lined with #t5
or i57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from die construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - ° 5 or r 57 stone
Dam height - 1.5 ft. m nimum and 3 ft. maximum ( shall not be hieher than
1 ft. above normal flow of stream)
V1.2.1 M;tich. 1993
'J'FI 'IlOI]lVU
' - SAVIAHDIH JO NOISIAIO
tlOI1V1HOdSWUl JO 'ld]0
VNIlOHVO HIUON
JO ]iV1S rss_
`o
o
CD
N3380S 1lIS >1008 co
?Lj
HOJ ONIAIVHO OHVONVIS HSI-191\7 r

O

a w
H
N >
O O
0

1
Y
O
O
J w w n ?
J o C 0 N O H Z < O
= Q'-26 O < W <=J
m ^ Q W m O C H H O F-
0 m L
W C J
W.: OLD J w o o
Z m m C. H C O m m< W O W<
0 0- O C w ¢ O =,, 2 -
F-C w C F- J'z = T W C
L7 L" m G m J F- W O
m o H o O < O- w d oz
J C<. LL -L) U O ? W
<O J <° OLD f 60O W
G W U d w= F- = W ~ >
O' C m` O
HW WI-0= W_W HW Z)W©
DOOm <mm,?<t-a o?m<
C F- C J C = m o J W< W C X J 2
W F-mf-JF- Q W J- U F-Q JF-1-
Fm z <Z z J m a: F-0=z? Q?-
O W O S O O U = O C O w
W
MOmOf- mm W n.U U)--o
STATE OF =Lts
NORTH CAROLINA
DEPT. OF TRANSPORTATION
ENGLISH STANDARD DRA'NING FOR
ROCK SILT SCREEN
L7
0
L
E
I
/ r
A?l
?O X01 .
0
0
c
`a
i
0
N
O
H
U
w
m
m
O
U
i€I i
JO 71V1S UO-I ONIWLICl CIUVdrlVIS HSI?JN3 I_Loo
i L. i
s
U
F-

U O
_

2
C)
U) C
© Bo
w"

0

H 2

U

(? COY

LL ¢
$ D - i z
?- W o ° = F
Cn H
C] W

U)
= J
F w
>
I
f o
L'
C1 r
G
L
to G
O C
J L
J
¢ c
= C
? u
u o
-
c? z
u .. vl
c? ?n
U _ <
• F lJ J
C LL:
2 C
o mr u
N = O N
5 '-? a
S
U L N J
00 U-' C
u uu
5
o wr c
C U O C O

VI J 2 C LL' O
W S rn .-. p N

O N C LJO LL
C F- W
L <O J?+ U
1 G ?+ LL 1u

C C --
f i LL.r
U
N
l:l L ? O W l:l
N d N
W C -r'. VI ? N ¢

STATE OF X25 ENGLISH STANDARD DRAWING FOR - ct
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS 'B' RIP RAP o .
DEPT. OF TRANSPORTATION ro
DIVISION OF HIGHWAYS co
RALEIGH, N.C.
I I: r

"`•r? I?`;' "[;!Itl R') ;".I'7 il:!i, C41!51S! of 1:F_lil stenrf or rOuLfi unhclcn (itmi I"\' S1i?n e. 71i. SIOn 311;11;
.
. ..1.. ._ to tild''lion of ,111 a;la 1 .a'. :iih: Ill :1., olrT I
DUII)i?a Itli_^ile Cl. ?`t her: b'Olen li`nrl?i? Irn l`t l3
''? t! SC i! "1"(: 1)t Shill:: pCQGih:li 5i!C rl l!?? i): Nile _ _lileei'. !ItM':Vcl.
•.:l!ie!rl•: 26nia LR., i'2Lifcv,: In 5te.'1 W!1i not be pen?u?:d.
.ii 5i0i1'_ _11'1.: i?l?_i !I1Z [1DprOS'al t0 the Lr.•_?rr-_er. <<he CQ SUei-i tip: __''a(I?il'!i 15 r.QlllP=il. !h:
. y : -
i0U5 SIZ33 of Nil:'. SiOrr'. siiaJ hc c(IUa11v it i.Sti ill i:iC(i (iiuZ Il ii: rcgatr:::i !r 1':u r_:, u-. o.LJ Gr a
IIlii1•'.i i!:il Si011% O:irii6I 8111 be (IctC!Tiu,=(i h\' nie swjR .._ its Iota L'ne11S!on.
S! one of nro'len 0ID_r I. for FAD Rap ?.haII meet me 1'c[I'uffellient3 of l abK ill=. 1 for Ill,- CIa5S
I .-- iila!t!Gil.
TABLE 164:-1
3CCr.PTANCE CRITERIA FOR RIP R.-\-P
A-ND STONE FOR EROSION CONTROL
REE QT'I RED ST{:_•:E SIZES - I- CI-IES j
f-T kQc ?II-\;I\,II?.I ?:IIDP:L?;r.E \I:1iI\P ?.I --
2 4 6
-----
1 --- ; I:i 17 i
IIO
Xo TCT_ lh:.il 2.000 of tile' 'n' riai fu m:,.j h Cl can be ithan the m: n,Llin Siz? Si, Ii"d 1101'
mere than I U.(i Of them aerial can escee. the nlax llt In Size specified.
r ., y
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", July; 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
.0,11 rH19IDwil ,V, 4oliiEvI - M
S VraH5IH do rlolslnlo NOIlVl?V1SNI H3tiV 3dId 3dId
NOI1V1k0dSl•VO 30 'ld3a 31vid -mnlonalS .d0 OOH13W °
VNIlOliVO H1k0N u o
30 31y1S rs?- WJ ONIPAlVU0 GUVONViS HSIMN3 M
irm

u
.:? _? ??\tvtiln

a
u
O`
` O
yl
C H
W
?<rTi1 t ° ?
t1
f`?a I w
J
VIII ?
I tll? H
1_ O
w
0
0
STATE OF
I !nnT{1 (`,1 n(11 T'IA
-. U
°Z
w?
< F,
olo p
C C o L
t ? H
IL
Y W
U a-
0
H
G a

Qury
y o a
5 _
Z
O
H
F-
C
p
O
o c LL
?I o
I =
F-
C
C
J
G
c
0
I I? Ilil
\ I'? ° 06° ? u
.r
n l:nl ?
G `o
a E-
1' \ ?. .'<`lip _I of JI Soa °? oo ?o.?io
tl[W ,C- •--.ills °? w -.°?-
11 GO t
11 N,
loll 1 In
?N `-
J ?oc ° r_o~LL
11'h.Pll ti ° a ? ? o ?-
05_
LZ;
- c?..=ua - uo.''P
r '_<u w_ ? 5V o
c uo? - g -
fill _ co ?_ ° J - _ -_
II a ? ?;.
`VIII ° ' • a V a o-' -
11-11 _-<a<v
610
.. rn c =1 II" I ?? ?,,!
I I I\!, . 7': f1 t °? o o
C)
iLL,
? ..I.',,1 AIL
Icl I 'I - ` w3
i1j
6 i
°I` I I _Cx aw wC
I L ?c
I II: ^ - 6 u
z; t
fill. `O = Y r:
T11
o ill ? o
of I\ ll.,
111 ? J ? co
VIII C a' ° i '' c
I ? V° s? w
I IUI II _ wn°
w ° =°y
ENGLISH STANDARD DRAWING FOR to
.+rrrrnn nr n-rnrrn+,r.. .,. -1 ?

Typical Section
Showing Proposed Work, & Erosion Control
No grading to
be done on cre:
side 0fevatin2
roadway.
Stream
Proposed
Slope
Buff r
zone Existing
-? Slope
?y
Grade, Base, and Page
Proposed
Wider;nc?
(Cut Side)
Berm shall be constructed on shoulder and kill be in_ntained Lh ou6nout
ccrutiuction. The road?ca% is to be sloped to Lhe cut side where possible. l1not
possible, cater %;Ul be reiezsed thru down slope pipe or stone Led ditches.