20020270 Ver 1_Complete File_20020222

Re: SR 1343 Riverl?)op Rd. Henderson County
Subje l: Re: SR 1343 Riverloop Rd. Henderson County
Da e: Sat, 23 Mar 2002 14:28:38 -0500
Fro n: John Dorney <[e-mail]>
o: Rob Ridings <[e-mail]>
CC: Steve Cannon <[e-mail]>
rob -Iolease handle. thanks
StevelCannon wrote:
> Mr. Dorney,
> It 7as brought to my attention that NCDOT did not acquire right
> of lay for the entire length of SR 1343 Riverloop Rd. (NCDOT
> project no. 6.952167T; Minor Permit Fee $200), for which a
> per it was recently submitted. NCDOT only obtained right of way
> betieen Station 0+00 and Station 21+30. There are no impacts
> regiiring permits within this area. Therefore, please withdraw
> the permit that has been submitted for this project.
> if ou need any additional information please advise.
> Tha rk you,
> Ste re Cannon
1 of 1 3/25/02 8:29 AM
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ael F. Easley Lyndo Tippett
GOVERNOR Secretary
020270.
February 18, 2002

Mr. John Hendricks
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
SUBJECT: Proposed Secondary Road Construction
SR 1343, River Loop Road
Henderson County
State Project No. 6.952167T(DWQ Minor Permit Fee $200)
Dear Mr. Hendricks,
Attached are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1343, River Loop Road, in Henderson County. SR 1343 is a gravel road
that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 1.07 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.
By copy of this letter to Mr. Richard Phillips, P. E., (DENR) we are requesting a variance to
work in the Trout Water Buffer Zone at locations, described as follows:
Stream Station Ran1e Location
UT to North Fork Mills River 42+50 - 44+00 Rt.
UT to North Fork Mills River 50+00 - 55+40 Rt.
r
` tf
Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]

John Hendricks
Page 2
February 18, 2002
Please note that we do not proposed to disturb fill slopes in these locations with the exception of
pipe placement/replacement as indicated on the attached erosion control plans. We are
requesting Mr. Phillips approve our request for said variance when he receives the required
comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. Owen
Anderson, N. C. Wildlife Resources Commission.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. John Dorney, 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 and Mr.
Phillips, DENR, concerning the trout water buffer zone variance. Upon review of the Corps of
Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT) as well.
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].
Sincerely ,
E. A. reen, P. E.
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. M T. Gibbs, P. E., County Maintenance Engineer, NCDOT
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Offic Use Only: _ Form Version October 2001
USA ,E Action ID No. DWQ No. 020270-
if
I.
particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
the space blank.
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
II.
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: ?
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
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: Edward A. Green, P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: e seen dot state nc us
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: River Loop Rd (SR 1343)
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: Henderson Nearest Town: Mills River
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1341 and SR 1343 and continue in a northerly direction for a total distance of 5,635 feet to
the end of project at SR 1345
5. Site coordinates, if available (UTM or Lat/Long): 35N 23' 23" / 82W 37' 11"
(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): 5,635' * 50' = 6.47 acres
8. Nearest body of water (stream/river/sound/ocean/lake): North Fork Mills River
9. River Basin: French 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/ma-ps /.)
Page 6 of 12
10. Describe the purpose of the proposed work: Upgrade SR 1343 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 1343
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. I 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. I 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. I 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.
Welland Impacts
Page 7 of 12
We
Si
(ind tland Impact
te Number
cate 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

* L'st each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
e xcavation, 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.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
arolina 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
S
S
(ind 'earn Impact
ite Number
icate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 CMP extension 20' UT to North Fork Mills
River 2' Perennial
2 Stabilization 40' UT to North Fork Mills
River 2' Perennial

I

* ist each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
cams (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
roposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** tream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
ownstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
%;ww.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wwtiv.topozone.com,
N w.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60'
Page 8 of 12
2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Ope
S
in n Water Impact
ite Number
icate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

ist each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
ooding, 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.1 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.
See attachments
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.
Page 9 of 12
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/strm,gide.html.
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.
N/A
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 http://h2o.enr.state.nc.us/m/index.htm. 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
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX.
X.
Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/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 ?
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:
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 teet perpendicular trom near bank of cnannei; zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
XI.
XII.
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.
N/A
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.
See erosion control plans
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
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
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
Otze z.-
ant/A ent's Signature Date
is signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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PIPE SCHEDULE
PROJECTS R I3 AI COUNTYHFNDERSON_ PAGE ?OF__J_
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STATION EXISTING PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW
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POLE DATA
PROJECT cjR 1 ` 4 12. v6/Z L oop ]2L-)000NTY HENDF?,SoN SHEET OFZ
OWNER OF POLE LINE D u

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST, FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTERMOVING
RDJIARKS
NUMBER LT. RT. LT. RT. LT. P.T.
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PROJECT SR JA R1VF-12 Lbo p !2L) COUNTY NENptR,ION SHEET 2 OF 2
OWNER OF POLE LINE ELL S QCXT

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT 01ST. CENTER PP.OJECT
AFTER MOVING
REMARKS
NUMBER LT. RT. LT. RT. LT. RT.
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DETAILS AND'
SPECIFICATIONS
Sr = Nsrdj inn Svdn nl
Scs.oZ Pipe. Cutlet Dissip,tcr c°oo
/' ='o o f Temporary Silt Ditch 0000
- .............................. T3:) ---
/? Temporary Diversion
- ............................. TD ---
/Gos.o? Temporary Silt, Fence ._-_--
... --
/c22.ol Temporary Slope Drain ti{rfh Earh Berm 1 `- <--
/630.0? Silt Basin Type A ...... ) --------
X0.0? Silt Basin Type B
/633.01 Temporary Rock: Silt Check T y A
53. C,2 Temporary Rock Si!t. Check Type-° ------------
/' 3 4.0 ? T er nporary Rock Sediment Darn Type ..:.. ..
C% Temporary Rocs. Sediment Dam Type-B -----------
i
35.0 ! . ? Rock Pipe -Inlet Protec[ion
Rock: Silt Screen ........................:................ ? ---4?,°-----
1
C 2)• 04 Stilling Basin
--- .................................................
----
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Roc'," Inlet, Protection:
2.0
/ Type A ------------------------------- A IDs' OR - A
16-52.o` Types ? .?
B B ! OR B)
/(7 ?Z . n Type C ............................... C 966,04 pip Pzp Class "Q" , oo co C,
00000.
3 DitchLiner Class A x x x
Y. x x
Plate: TyT:e D Silt C.asins will to used in ccnjurcticn with to Tr--Tfrzry pcA Silt 0r1-Kr, -
lyEr- L U less atlxarwise sp2cified.
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STATE OF LNUL1511 5 FANUARD DRAWING FOR
NORTH CAROLI1HA GUIDE FOR RIP RAP AT PIPE OUTLETS
DEPT. OF TRANSPORTATION!
DIVISION OF HIGH'11AYS
FIAI_F.TG11. N.C.
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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 dams, temporary rock silt checks and'or
other sedimentadon control measures. T_e_mporarv silt ditches are aocrocimately I
ft. deep, 2:1 side slopes with q>3 optional earth berm.
AREAS O 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.
V!-2 bfilrch, 1993

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STATE OF ENGLISH STANDARD DRAWI-N-G FOR r
NORTH CAROLINA TEMPORARY SILT DITCH-
DIVISION DEPT.OF TRANSPORTATION
OF HIGH,YAYS o
RALEIGH, N.C. M
-TEMPORARY Siz;r F NcL:
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
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-? " EDiGLISH STANDARD DRA'NING FOR STATE OF
o ~ TEMPORARY SILT FENCE NORTH CAROLINA
cn - DEPT. OF. TRANSPOUATION
DIVISION OF HIGH'NAYS
o RALEIGH, I.C.
L
A silt basin type-D is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of the ditch w'it.h its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction with temporaryrock silt checks and other devices gnat control or slow
Mown water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sediment Lion is uo
longer a problem.
Ap.EAS O: USE:
• In conjunction with temporary rock•silt checks and odier devices used in
drainage ditches.
D s?Gti C?IriER.LA:
o S=e Silt Basin Sizes Typical.
23 March, 1992
(In1 3Tv'{ oic sutsvq uagM pue WDA0 W101s A.IanO 10711, lno
pouCOT, 0q Ol sulsea 'Ojos zad O`ciols 10 loaf oigno 009 u0 pDsuq saz'IS ujsCfl;:
,007 = uaav paginisle 3o y7°uaq
(£3Z ws)
- uiseQ TITS
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ENGLISH STANDARD DRAINING FOR
SILT BASIN TYPE `B'
STATE OF
NORTH CAROLINA
DEPT. OF
DIVISION OF HIGHWAYS
RALEIGH, ff.C.
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rn ENGLISH STANDARD DRA ZING FOR
L-9?1
_, STATE OF
w ? TEPIIPORARY ROCK SILT CHECK TYPE 'B' NORTH CAROLINA
W C> DEPT. OF TRANSPORTATION
o '1 DIVISION OF HIGHWAYS
ro f RALEIGH, N.C.
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STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATI0,`!
DIVISIOPi OF HIGHNAYS
--___ RALFIN, N.C.
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L11GLISfi STANDARD Drv-.laI11; FOR
?o
ROCK PIPE INLET SEDIMENT TRAP TYPE 'A'
co
I
POCK SILT SCREEN: Ems'
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 stone lined with r5
or r57 stone to produce a ripple-eff--cc in the stream to settle the la:--z.--r sediment
particles transported in the stream from the construction site. The t=apped 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 CRITEP.Lk:
Structural stone - class B stone
Sediment control stone - _ 5 or r 57 store
Dan height - 1.5 ft. minimum and 3 ft. maxima ;, ( shall not be higher than
1 ft. above normal flow of stream)
V1.2.1 P/hrdi, 1993
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-` ENGLISH STANDARD DRAWMG1 FOR STATE OF
w ROCK SILT SCREEN NORTH CAROLINA
rn DEPT. OF TRANSPORTATION
DIVISION (it HIGHVIA`(3
RALf I1;1I, II.C.
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STATE OF Ll -zii-' ENGLISH STANDARD DRA'r1IhlG FOrI.
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS W RIP RAP
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS co
RALEIGH, N.C. co
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NORTH CAROLINA
DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS `B' RIP RIP ? °
DIVISION OF HIGHPlAYS co
RALEIGH, N.C. Lo
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ABLE !64-2-1
CCFF'T:1-XCE. CRITERIA FOR RIP R.-\-o
A:`??? STONE FOR JE-ROSIO:`l: CONTROL
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PIPE rNTSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard 1,,'o. 300.01 of the NCDOT - "Roadway Standard
Drawings". r
All pipes shall be laid in accordance with Section 300 of the North Carolina Dep-nment of
Transportation "Standard Specifications for Roads and Structures", July, 1995. Pipes rill
be installed in the drywherever possible.
Pipes laid in streams large enough to support trout will be installed sir• (o) iriches beloR the
stream bed to allow the bottom of the pipe to sit over so that trout mo?em.nt aril be o,,-,-r
a natural stream bed.
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co ENGLISH STANDARD DRAWING FOR ?'?I STATE OF
ID " METHOD OF STRUCTURAL PLATE NORTH CAROLINA
PIPE & PIPE ARCH INSTALLATION DEPT. OF TRAt-ISPORTATION
DIVISIOA OF HIGHWAYS
W METHOD 4' RALEIG!I, II.C.
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O lilt
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Typical Section
Showing Proposed Work, ,& Erosion Control
Proposed
No aradine to Slope
bz- done on creek Eu 'r
side ofexis_-,1 Zone
Exist•no
roadu i y ?- --? ' Slope
Sea.-n ....
Grade Ease, and Pa%•e Proposed
(*Cu,' Side)
Berm shat be constructed on shoulder and wi?1 be m? nta,red u?hont
co,L;?ucdon. The roadway is to be slop? cut
? d t0 the ?ide ?T:here possibi°d. . n0?
p?.ssibly_ water gill b re1e-_ L?Lr
eo: do-,?;n slop; pipe or s;on-- L:ed