20070007 Ver 1_Application_20070101

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STATE OF NORTH CAROLMA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO T[PPETT
GOVERNOR PHONE: [phone] SECRETARY
December 22, 2006
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Rd, Suite 120
Raleigh, NC 27615 n ~ ®~ n n
Subject: Nationwide Permits #14 and #33 ~,) ~,Vj
SR 1561 (Berry's Branch Road)
Wilkes County, North Carolina
Project Number: 110.097101 (DWQ Permit Fee: $475)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1561,
Berry's Branch Road in Wilkes County. The roadway will be widened from 16 feet to 18 feet
with impervious surface area increasing by 0.12 acres. This project will require the replacement
of four wet pipes and one bridge with pipe as shown below:
Stream Impacts:

Station Number Existing
Structure Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.

1 +75 *
Brid e # 651 (2) @ 40'x 103"x
71 " w/ Headwall
20
60
4+90 24'x 24" 50'x 24" 10 36
6+42** 29'x 36" 55'x 36" 10 26
18+18 62'x 36" 100'x 36" 10 48
22+96 25'x 24" 45'x 24" 10 30

Total Stream Im acts = 200 feet
* The new pipes at this location will be placed just upstream of the existing bridge to maintain
traffic on this dead end road while the new crossing is being constructed. As a result, we will be
shifting the roadway alignment at this location through an open pasture to Line up with the new
stream crossing. One of the new culvert barrels will be isolated to carry stormwater only.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] Fax (33b)667-4549

l/// V'l~l ,~
Mr. John Thomas
SR 1561 (Berry's Branch Road)
Page 2
December 22, ?006
**We will be lengthening our pipe by 26 feet but will be eliminating 10 feet of a private pipe just
upstream of our pipe inlet.
The replacement of all 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 of the proposed pipe outlets. Any dirty water located inside the construction areas
will be pumped into a silt bag if necessary. Total dewatered area for all pipes will be 0.017 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 Bumgarner Branch (Class: WS-
II, Trout, HQW). This project was reviewed for the presence of threatened and endangered
species on December 21, 2006. 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 measures 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 seven (7) 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

Mr. John Thomas
SR 1561 (Berry's Branch Road)
Page 3
December 22, 2006
Enclosures
cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Brian Hamby, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Area Roadside Environmental Engineer
Dennis Bennett, Bridge Maintenance Engineer

Office Use Only: Form Version April 2001
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
1. 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: NWP #14 & #33
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
I. 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: hslaughter(a~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 Slaushter. Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number:. (336 667-4549
E-mail Address: hslaut;hterna,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
boundazies 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 aze provided.
1. Name ofproject: SR 1561, Berry's Branch Road
2. Project Number (NCDOT Only): 110.097101
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wilkes Nearest Town: Wilbar
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):. See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
1+75 DD: 36.26126 N 81.31102 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.)
6. Describe the existing land use or condition of the site at the time of this application:
Secondarv Road
7. Property size (acres): Anyroximately 2.9 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): Bumgazner Branch and UTs (Class•
WS-II, Trout, HOW).
9. River Basin: Yadkin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12

10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1561.
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks.
12. Describe the land use in the vicinity of this project: ResidentiaUFarm/Forest
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.T.P. project, along with
construction schedules.
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 S 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 each Impact separately and identify 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-Yeaz 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://~~~~~~r.fema.cov.
*** List a wetland t}~pe 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: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Im act
p
Site Number
Indicate on ma
(~ p)
:
Type of Impact Len th of
g
Impact

(linear feet)
**
Stream Name Average
Width of

Stream Before
Im act
Perennial or
Intermittent?

(please specify)
Station No. 1+75 Pipe replacement 40 feet Bumgarner Branch 4 feet Perennial
Station No. 4+90 Pipe replacement 26 feet UT #1 to Bumgarner
Branch 1 foot See
p
Station No. 6+42 Pi ere lacement
p p 16 feet UT #2 to Bumgarner
Branch
1 foot
Perennial
Station No. 18+18 Pi ere lacement
p p 38 feet UT #3 to Bumgarner
Branch
1 foot
Perennial
Station No. 22+96 Pipe replacement 20 feet UT #4 to Bumgarner
Branch 1 foot See
p

* ~: _~-
..~~~ oucu uupau separatery ana Iaenury 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, eta If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
~~~~w.us~s.£ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ~.«ti~~.tonozone.cam,
n~iw.nutpquesLcont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 In. ft. excluding_riprap
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
T e of Im act*
~ p Area of
Im act
p
acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.
Stations 1+75,
4+90, 6+42, 18+18
& 22+96
Riprap
0.003
Bumgazner Branch and UTs
Stream
Stations 1+75,
4+90, 6+42, 18+18
& 22+96
Temporary Dewatering
0.017
Bumgarner Branch and UTs
Stream

List each -mpact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, 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
fmancial 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 utilizine the erosion control measures as shown in the attached drawings adverse impacts to
streams in the area will be minimized. Since this is an existing roadway the stream impacts
cannot be avoided. However the replacement pipe lenr~ths 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 150 lineaz 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 Mazch 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.
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 rnap, 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.
EEP.
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 eazly 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.st<~tc nc usl~+'rP/indc~ him. 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): To be determined by COE
Amount of butler mitigation requested (squaze feet}: N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N1A
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 Cazolina 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 Bu1l'ers (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 aze 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 ripazian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
s ware feet Multiplier Required
Miti ation
1 3
2 1.5
Total
cvnc - exierxis out ~u iee[ perpena~cuiar from near banK of channel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within I SA NCAC 2B .0242 or .0260.
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 b~ap_proximately 0 12 acres All appropriate best
mana¢ement 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.
XIII. Violations (DWQ Oniy)
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
Page 10 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).
Applicant/Agent's Signat~ Date
(Agent's signature is vali 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 Iredell 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: (828)27]-4854 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 Ilalifax 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 Anson Uuplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Cartcrct Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

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- '~ ~ ~ °.~" - y~i 908 ~`~.`~ ~~./""\ _~, , r., ~-~
Name: HORSE GAP
Date: 12/22/2006
Scale: 1 inch equals 1333 feet
Location: 036.2646532° N 081.3112682° W
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5.
6.
1) New culvert location at station 1+'75 on SR 1561, Wilkes.
2) Downstream view at station 4+90.
3) "Upstream" view at station 4+90.
4) Downstream view at station 6+42.
S) Private pipe outlet draining toward our pipe inlet at station 6+42.
6) Downstream view at station 18+18.
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EROSION CONTROL DETAILS AND
SPECIFICATIONS
STANDARD DESCRIPTION SYMBOL
462.O1:~SeGZ7.,on)...._Rip Rap Fill Slope Protection ............... .........
876.04 .................:..Rip Rap Lined Ditch..................................~7'Zi'1i~- -
_..
] 060.08:~S~t~.QA)...Matting For Erosion Control ..............:........... VW~~ .

1605 Ol `Temporary Silt Fence : : -
- r i -.~ ~Y ~~ err -s~~.~ 4 ~c ~}`~ c.
w t~
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ti . ~
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1., 1605 Ol ~ Special Sediment Control fence.
_
t
X~
r
.
am.. ......
._: TemporarySlapeD
~ _... _
_ 16 01.
_
- - ..:.. ....

.
_
_ .: -:. _ -
] 630.02....:........ .Silt Basin Type B ....... ...... ..:.......:....:. ~ .

1630 03 .. Temporary Silt Drtch ...... .... -T S ~ -
,.
. .
1630 04 - ~~` St~hngBasm. t ~ -

` 163005. {:.... TemporaryDivers~on ...._ . .......... ..---Tj}
. 1632 01............ ..Rock Inlet Sediment Trap Typ~A . ....:.. ........ _II oR ~ ~ ~ . .
. .-
1632.02 ...................Rock Inlet Sediment Trap Typo-B..._.:._...:...._..: ®
aR
B .
,
~
1632.03 ..........:........Rock Inlet Sediment Trap Typo-C......... ...... _.. =Lc : a4 ~1 c
~= .. .. J
] 633.01 ..... ......:.......Temporary Rock Silt Cheek 7yp~A.. _ .. _ ......... l~
7 633.02 ...................Temporary Rovk Silt Check Type-B... _........... ~.
1634.01 ... .............:..Te~mporary Rock Sediment Dam Type-A..........
1634.02 ..............:.....Temporary Rock Sediment Dam Type-B......... ~
. .. - :~
1635.01 ...........:.......Rock Pipe Inlet Sedunent Trap Type-A......--•--- P.• ; .
. . -• -
1635.02 ...................Ro::kPipe Inlet Sediment Trap Typ~B............R
= _- • . .
1636.01 ....................RockSih Screen.......................................~
Small Stream or Branch .................................................................. _.s. - - - ---~
Pipe Oatiet Energy Dissipater ....................... ~ •
ssss

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing oper ations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a fimeiy matter, according to any special perTnit
requirements and or reyuiremen*.s set out in G. 5. 'l'l 3A-S7.
MANDATORY STANDARDS 1=0R :LAND~ISTURBING ACTIVITY
PLrsuantto ~G ~.'I'f 3A-S7 (3) .provisioRS for a ground cover.
~u#~cientfo restrain erasion mustie accompi'sshed within 1 b - .
waricing days~r30.calendardaysfotiowing compietionof
. construction vr~ievelopment,-whichever period is shorter, except - _
-as.providedin 1SANCAC4B _0024 (e}. ~ ..~ ~ ~ - - .
DESIGN STANDARDS iN SENStTiVEWATT=RSHEDS ~ ~ -
_ - _
~. ~ .- -
__ _
Pursuar>{to 13. S. ~ Z 31k~.(3) prov2sions fora ground cover - :- _ - - .
- - ~- -- s~c~ec~tforestrain erosion must~e ~rovidedi~rany portion Ufa
- _ - - __ - .. - - -= =-hand-cI'cstiirbmg acErvity in ~s~QW zone ~ivrtiiiri ~ 5irvor~ingi3ays ~r 30 - -
- -• - ~ :._ :calendarsiaysiallowmg•completion~af-construction or - ~`- ; - - ~ -
- -: ~ - .-.- ~evelopmerrt,whicE~everperiod csshorter_~ : ~~ - -- - . _ ...
. (3) .Allsiltation and erosion control .devices shall be properly maintained unfit no_ -
longerHeaded. ~ ~ - - -
. - (~) On projects performed by D:D.T. Maintenance ~1=orces; request wil! promptly
be made to the D"rvision Roadside rnv'ironmental l3nitfor stage and ~ - .
permanerrtseeding. ~ - -
(S) Any removal of siltation devices wll be based on ffie condition of established
ground cover of that area ffie device is serving. ~ -

CONSTRUCTIDN S~~U=NCB ~Or'Z IhSi AWNG ROADWAY CU! 1/~rZTS
1 -Clear only enough area and ins'~tl thP downstream measures such es sift check dams.
sift screens, and basins as noted on plans. -
2 - ~xgva~ the 2' base tail ditch.
3 - ~ccavate and install the raadway culvert
~ -Install sedimerrt control measures at inlet es noted on plans.
S - lnsall additional pipe outletprote~on and inlet pr-crtecti~n as noted..

ffi GH QU:4LITI' ~' 4TERS
1. Uncovered areas are limited at any Riven time to a ma~;imum total area of
0 acres.
2. Erosion and sedimentation cone o] measures shall be desiRr,ed to provide
prl7tectll•~n 11o1~n ~.°. 2~year Storm.
3. Larne Type .4 basins shall be desired and constructed with a settling
• efficiency of at least 70% for the 40 micron soil particle size transported
by runo$ from the 2 year storm.
4. Newly constructed channels shall be constructed ulith side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
ve~etaxion
~..~ Around cover sumcient to restrain erosion must ~e provided for any
disturbed area.

~~G~~n~~ ~ fl~~ -
?~?-~ 1 LAIN II' ~~~~.
SLOB DI' 1)}I_i1] rlj) I'I1J5]]I_. CDI.jI_,_DI Il ]Cl S1.U~ OI' 1'Ul?;1 lln}j?;': ]1 ~llC?is~l
s~On~_ ~]:? ~jD11C S}l~?}} J? 5D'?nC],'Oll~-fl, t~L:?j~, I'nSISLL?7?L'J L}]C ~C~lon D~21]'
Cnd iY2.~r, 2]~d Sll]~.Ill)]D ]n ~]] D~h~I- I'~Si)DCi.s 'DI' j..h~ Jlli'DDS? lI?:.~lp~a_
~~~}lpI'~ JI'Dii~n CDi1CI'c1??I'Di~7 t~t'I]lD]lSi?2d s12'i.1C~lII'?5 Dr J~V~I71Di]i iJ.?v2i1-
1]]~, ~~.~Z~y 1~~ Lszd in u]~~c? D~ siDn~ ~I-ovid~d ~h.~ i such ~.:s~ m~~?s v,'iin i`ha
_ LDprDVLl of i1?~ ~ ngin~cl'_. i3v~~'~v~r, s~l~ 1]s~ of lil-ol;~n cDncri?~ ~ ~3T1?ic~l
Lcni~il?~ ~~in~Drcin~ ~i~cl ~~+•ill~noi 3~~ vpi.-nii~~d_ ~ .
1 h~ si.Dn? DI' JI'Dii~i1 CD:lC1''_1~ 5%]~~~ ~p ~"1'~:~~d iD `:~~ 1~]~ iD~]D'v-~'I11~
- ... J
. T~i~11Ir ?as1~31T - - ..
- ~: ~ ar ~1~~ 3 3~iu ~a~i_~ifln~~~l~~l v~-vin~~'~i~~1 L ~rcn ~iD 20D ~ounds_
=_ _- _ ~ ~ L 1~~~ ~0. ~~~rc~~li D7 ~ha: ifli~.~ ~~-~i ~11i fl~ .. i1~~ rid .r~ ~. s11a1] 1~~ in
^- . _ ..~:1d~1']du.z~ v7~L:?j'~i'~~1~~ 11]~'1.7n1~lilllln? OI {~~~1~Oll13~s ~-iC~1_ ~o~i, r17DT~~
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~_ `~ fli ~~'? ~ j ~ ~I?) ~2:J_ SiD7] ~ sl"12~~ V? I',yT iI1 ~v ~? _ ±1 i. I1 Ci11 7J ~t.D ?D~
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7rlLll%1C~11L1 ~)i~C?s Zv?1~IIII)~ y iT11I1I1~1llIn DI ~ ~~ ~0~?11dS ~?Ch_ ~D>rii]Dr?
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~l?r?J ~v~.'~313i1~ ]~:J Shan 7~ ~OLr?C'~ ?'-?C~__ _
-U~~

EROSION CONTROL
SR ISC.
COUNTY .1 ~
LOCAL NAME •~ ~ n w
WORK ORDER NO.
FIELD PLANS BY 12,-11~. ~hc~+t~~~ I-t 3-cs No N~,ME TR; 6.
DRAV1'N BY c. 's - 'O,S _ ~~C. Ilft E~pS
DISTRICT ENGIIvrEER • n
ROADSIDE E?~1~rIROMENTAL ENG ER
No NA'KE 1 rt~ b-
®1
~~
l;a
"DR~vC~
--~
~ ---

NOTES:
Out1e: basins with rock checks shall oe
placed (a~ low points alone silt fence
while installation is being performed.
These basins are not showT on plans.
All pipe location may van' due to grade
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement. Basins
(a~, aosslines to remain.
STA. 2fSD
~~CPLfiGc
SS 'x 2y '" CSP
TYr ~ 8
•~a
~•
- -
All wet aossline placemetns that require more .~LtMaArNEr QfAN c
than 1 (one) work day to install require a J
silt screen ra the outlet end.
Scale 1' = 100'
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®1~,,3xZ

EROSION CONTROL
SR ~ SLP ~
coLrNTY ~~) ;1 k ~
LOCAL NAME3ecn~s~ t-3r~,c-,
WORK ORDER NO.
NO~IAME TR;6,
NOTES:
Outlet basins with rock checks shall be
placed @ low points along silt fence
whsle installation is being performed.
These basins are not shown on plans.
All pipe location may vary due to grads
changes in roadway.
Rock checks and basins are to be removed
before rip-rap or matting placement Basins
@ crosslines to remain.
All wet crossline placeme~s that require more
than 1 (one) work day to install requae a
sr7t screen @ the outlet end.
Scale 1"= 100'
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~-ox3~c z

EROSION CONTROL \
SR ~ SCO ~ 1
COUNTY ti1.1 \Cr s 1
LOCAL N ~ rr ~, s n J
WORK ORDER NO. .~

~- -- -- - -
Sheet 3 of S
~EM A t N DES OF R~A~ HAS No Nth ~ ~ 1 ~ ~:3,c2
1 ~_ -- ~'Ft+~AlNIE-2 Oa< ~OAn HAt No k~/~
EtsD or Co~.t~T2v~7~oa./ ~TFf. Z$tpl ~ ~7A.25+01 END or Cp~,IS7t~uc.7-vn
V' . ~ l~X3XZ-
NOTES: - ~ - - ~ •
ontlet bmsias with rock checks shall b<
placed Q Iow points along silt fence _ /o X 3x2
wht~e ins~llatioa is being performed. .
'I'bese basins ate not shown on plans
_ ~~ Z ..
All pipe location may vary due to grade _ ~;
dsanges in ruada:y. ~ ,v x3 xZ
~~
Rol checks and basins are to be removed E- ~ 5 T~ 2 L i 9 6- '-
bcfors rip-tap ar matting phuxmcnt l3aains .__. ~ ICep \a c~
C aosslines torsmaia. Na N~Mt:
O ~ oc~xz ~s' x Z4 " ~ s P TYPE a
All wd a~ossline plaarne~s that require more TR: ~ , ~~ ,S: ! ~ Z eQ\ G ~ c ~~. ~. To u C DoT
than I (one) work day to instaD require a ~~~ ~~,
silt suecn(a~ tht outlet end. 1. _, ~"/ .
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