20070546 Ver 1_Application_20070329

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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
PO BOX 3279, ASHEVILLE, NC 28802
March 26, 2007
Mr. David Baker _
US Army Corps of Engineers O ~ Q c
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permits #14 & # 33
S.R. 1434, Joe Tweed Road
State Project No. 130.057098 (DWQ Minor Permit Fee $200)
Madison County, NC
Dear Mr. Baker:
I have enclosed astraight-line diagram with erosion control plan, a PCN application for
NWP #14 & #33, and a vicinity map relative to the proposed project on SR 1434 Joe
Tweed Road, Madison County, NC.
Joe Tweed Road is currently a 12-14 feet wide gravel road. Division of Highways plans
to pave the road 18 feet wide and increase the typical section. Grading will be moderate.
We propose to extend three (3) pipe culverts on UT's to Shelton Laurel Creek. Total
culvert extensions will be 40 linear feet with a temporary impervious dike for dewatering
during installation. The UT is an approximately 4-foot wide stream with riffle/pool
habitats and cobble/gravel/boulder substrate. Bed/bank features are prominent.
No stream relocation will be performed for the project. Existing channel morphology
will be maintained upstream and downstream of the culvert. The culverts will be placed
below existing streambed elevation whenever possible. Bedrock is evident within the
stream and may prevent burial of the culverts. Riparian vegetation will be reestablished
along disturbed areas associated with the culvert extensions. Stormwater will be diverted
through grass-lined ditches or vegetated buffers prior to entering streams.

Mr. David Baker
Page -2 SR 1434, Madison County
March 26, 2007
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request David McHenry, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Field Operations Engineer,
to comment on the above project. The UT is classified as trout. A buffer variance will be
required for the following stations: 14+00 to 20+50, and 23+00 to 29+50. Total buffer
encroachment will be 1300 feet. All widening will occur away from the stream.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Brian Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to
Mike Parker, NC DWQ Asheville Regional Office for review and comment. Please
charge the application fee of $200.00 to WBS element # 130.057098. Please forward
comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
~' L 0. ~
Roger D. Bry
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
H. M. Coates, P.E.
Ed Ingle, CPESC
David McHenry
Brian Wrenn
Mike Parker

Office Use Only' Form Version March OS
USACE Action ID No. DWQ No.
_1_1_11 __IIAT/All\
(If any particular item is not appiicaoie to uus pro~ec~, please emcr ~~u~.-~,~,~,.,.,4~,~ ~_ •~1~. •~
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14, NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: J J Swain Jr P E Division Engineer
Mailing Address: NC D~artment of Transportation
P.O. Box 3279
Asheville NC 28802
Telephone Number: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: rdbry~dot state nc us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 9

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 maybe 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: SR 1434 Joe Tweed Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 130.057098
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Madison Nearest Town: Whiterock
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): SR 1434 is located off of
NC 212 approximately 3 miles from the intersection with NC 208.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
35° 57' 16.7" N 82° 42' 57.1" W
6. Property size (acres): 2.1-Acres
7. Name of nearest receiving body of water: UR to Shelton Laurel Creek (C. Trout)
8. 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/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is an existing~~ravel road. Surrounding nroyerties
are forested and very low density residential
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: We
propose to glade drain base pave and install erosion control measures for SR 1434-Joe
Tweed Road The equipment to be utilized includes an excavator backhoe, and trucks.
1 1. Explain the purpose of the proposed work: We propose to grade drain base pave and install
erosion control measures for SR 1434- Joe Tweed Road We propose to extend three existing
(3) pipe culverts on UT's to Shelton Laurel Creek A small impervious dike will be
constructed for dewatering durin~~pipe replacement Total culvert extensions will be 40
linear feet The culverts will be installed to insure aquatic life passage within the streams.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
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.
No no future plans
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: We~ropose to extend three (3) Dipe
culvert on UT's to Shelton Laurel Creek. Total culvert extensions will be 401inear feet.
Page 3 of 9

2. Individually list wetland impacts. Types of 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.

Wetland Impact
Site Number
(indicate on map)

Type of Impact T e of Wetland
~
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
N/A

. Total Wetland Impact (acres) N/A
3. List the total acreage (estimated) of all existing wetlands on the property: 0.0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
r
b
N
Stream Name
Type of Impact Perennial or Average
Stream Width Impact
Length Area of
Impact
e
um Intermittent? Before Im act linear feet acres
indicate on ma
Site 1 (24+09) UT 1 to Shelton Pipe Culvert perennial 20 0.0018

Site 1 (24+09) UT 1 to Shelton Temp. Impervious perennial 4' S 0.0005
Laurel Creek Dike

Site 2 (28+31)
UT to UT 1 Pipe Culvert
Ext nsi n perennial 0'S 10 0.0001

Site 2 (28+31)
UT to UT 1 Temp.Impervious
Dike
Perennial 0'S 2 0.00002
UT 1 to Shelton Pipe Culvert
Perennial 4 10 0.0009
Site 3 (29+50) Laurel Creek Extension

UT 1 to Shelton
Temp. Impervious
perennial 4'
5
0.0005
Site 3 (29+50) Laurel Creek Dike
Total Stream Impact (by length and acreage) 52' 0.0038
Page 4 of 9

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody
if a licable
( pp )
T e of Im act
~ p Type of Waterbody
lake, pond, estu sound, ba ,
( ~' y
ocean, etc. Area of
Im act
p
(acres
N/A

Total Open Water Impact (acres) N/A
6
List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Irn act acres): 0.0038
Wetland Im act (acres): 0.0
O en Water Im act (acres): 0.0
Total Im act to Waters of the U.S. (acres) 0.0038
Total Stream Im act (linear feet): 52'
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
R Pond Creation
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Page 5 of 9

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. The existing secondaryroad
must be improved to meet current safety standards for paved roads The pine culvert extensions
requested are the minimum necessary to establish an appropriate typical section for the roadway
intersection and maintain the existing stream pattern Riparian vegetation will be established on
disturbed areas associated with the ro'ect construction.
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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, 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 USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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~ide.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.
We do not feel that miti ation is warranted due to the minimal impacts of the pipe culvert
extensions Additionally paving of the roadway should eliminate sedimentation from fines
associated with gavel roadway and provide a vegetated shoulder to buffer runoff.
Page 6 of 9

If required we~ropose to utilize the Ecosystem Enhancement Program (EEP) for the
mitigation requirements for the proposed impacts NCDOT will be coordinatm~ with the
EEP to obtain the ~propriate mitigation credits if required
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) - N/A
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
Page 7 of 9

2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2.
If "yes", 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 multi tiers

* Im act
p
Multiplier Required
Zone
s uare feet Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The existinf? compacted Qx'avel roadwav acts as
an im ervious surface. Pavin of the roadwa should eliminate sedimentation from fines
associated with avel surface treatment The roadwav surface will be 40% of risht of w~
acreage Stormwater will be diverted through settlms; basins or grass lined buffers nnor to
enterin the streams.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Page 8 of 9

Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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).
With regard to hazardous spill basins the road is not classified as an arterial route; therefore
hazardous spill basins are not required
3/~/
Applica~/Agent's Signature ' date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

Figure I. SR 1-134, UT 1 to Shelton Laurel Creek, Station 24+09 upstream (top) and dowstream
(bottom) of culvert, Madison County, NC.

Figure 2. SR 1434, tiT to L'T 1, Station 28+31 upstream (top) and downstream (bottom) of culvert,
1ladison Count~~, tiC.

`~' ~.
--~ ,,, °"
.~.
i .;
n.
- ,.
Figure 3. SR 1434, liT 1 to Shelton Laurel Creek, Station 29+50 upstream (top) and downstream
(bottom) of culvert, Madison County, NC.

N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1434, Joe Tweed Rd.
LOCATION: From NC 212 To E.O.M.
WORK TYPE: Grade, Drain, Base & Pave
WORK ORDER: PRIORITY : 18
COUNTY: Madison TOWNSHIP: laurel
DATE: 9-12-06 SCALE: 1"=50'
NOTES: 45' P:/W
LENGTH: 2,035' _ .39mi. Class C ; Tr
PREPARED BY:CAP/JPR

-~
PIPE DATA SR 1434 Joe Tweed Rd.
County:
Madison WORK ORDER
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
10-!-47 32'x 24" CMP Cross Pipe-
14+40 20'x15" CMP 35'x18" CMP Replace Cross Pipe
16+33 3o'x 18"CMP Ext. lo' Replace Cross Pipe
16+52 30'x15" CMP Driveway Pipe
20+10 35'x18" CMP Cross Pipe
23+20 4o'x 18" CMP Cross Pipe
24+p9 3o'x 42" CMP 5 ~ ~ ~ ~ Cross Pipe -~,~,~. 2 d ~
24+36 25'x15" CMP Driveway Pipe
25+67 15' x 36"CMP Driveway Pipe
26+45 35'x18" CMP Cross Pipe
2g+31 20'x15" CMP Ext.10 Cross Pipe rr -f- (O ~
C. ~a
29+24 4o'x 18"CMP Cross Pipe
- 29+50 3o'x 48"CMP Gx1- l4 Cross Pipe
29+59 50' x 15" CMP Pipe Off R/W

.~

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
•TD # DESCRIPTION
'45.03 TEMPORARY SILT DITCH ---------------------------------------------- rs~ ----
:45.05 TEMPORARY DIVERSION ---------------------------------------------- --..._ TD --~
593.01 TEMPORARY SILT FENCE ------------------------------------•-------- ~~~ ~~~
X90.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM ------------------ -~~
!45.01 SILT BASIN TYPE A --------------------------------------------------------------~ -:~
'.45.02 SILT BASIN TYPE B --------------------------------------------------------------
392.04 TEMPORARY ROCK SILT CHECK TYPE A -----------------------------~
395.10 TEMPORARY ROCK SILT CHECK TYPE B ------------------------------- - >
392.01 TEMPORARY ROCK SEDIMENT DAM TYPE A -----------------------
392.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ------------------------~
197.01 ROCK PIPE INLET PROTECTION -------------------------------------------- -~
394.01 ROCK SILT SCREEN --------------------------------------------------------------- - ~
245.04 STILLING BASIN -------------------------------------------------------------------- --®
368.01 RIP RAP ----- -------------------------------------------------------------- RR

DITCH LINER -----------------------------------------------------------
ENVIRONMENTALLY SENSITIVE AREA-----------------------------~
PIPE OUTLET ENERGY DISSAPATOR--------------------------------------- --
EROSION CONTROL MATTING ----------------------------------~ EcM
FIBER GLASS ROVING ----------------------------------- _------------ FGR
SILT CHECK DAM TYPE-,,~---------------------------- -------------------------- Q
SILT CHECK DAM TY-PE--g•-------------------------------------------=----------

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