20030855 Ver 1_COMPLETE FILE_20030709

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING - LAND PLANNING • SURVEYING
P218 Gatewood Avenue, Suite 102, High Point, NC 27262 ff??
- Phone: [phone] /Fax. [phone]/e-mail: dmp@dmp-ina o of
TRANSMITTAL LETTER
Date: July 2, 2003
To: Division of Water Quality Re: Winston-Salem/Forsyth County Utilities
401 Wetlands Unit 24" Finished Water Transmission Main
1650 Mail Service Center DMP Project E-3081 (BF)
Raleigh, NC 27699-1650
We are sending you (X) attached () under separate cover the following items:
? Shop Drawings ? Samples ? Copy of Letter
? Prints ? Specifications ?X Other
? Plans ? Disk
# Co ies Drawin # Descri tion Disposition
1 Courtesy Copy of PCN Form For your information
Remarks:
By: /Wx4;1_e
Andy Larrick, PE
C: File
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0 3 0 8 Ei ® DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
ENGINEERING* LAND PLANNING • SURVEYING
218 GATEWOOD AVENUE • SUITE 102
® HIGH POINT, NC 27262
PHONE [phone] • FAX [phone]
July 1, 2003
Re: Winston-Salem/Forsyth County Utilities
24" Finished Water Transmission Main
Along Lewisville Clemmons Road,
Holder Road, and Kinnamon Road
DMP Project E-2972 and E-3081 (BF)
Mr. Todd Tugwell
US Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Dear Mr. Tugwell:
On behalf of the Winston-Salem/Forsyth County Utility Commission, we have enclosed
one (1) original and two (2) copies of the enclosed "Pre-Construction Notification Application" for a
proposed water line installation across Muddy Creek and an unnamed tributary to Muddy Creek.
We have also enclosed three (3) copies of quad sheet sections and excerpts from plan sheets
showing the location of the proposed work.
We trust this information will allow you to make a thorough and timely review of this project. If you
have any questions or require additional information, please call me. We appreciate your
assistance with this matter and look forward to hearing from you.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
?..<.L?.: ?an?Z
V
Andy Larrick, PE
C: Terry Cornett, PE (enc)
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm_app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
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.
1. 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 12
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
1. Owner/Applicant Information
Name: Winston-Salem/Forsyth County Utility Commission
Mailing Address: P.O. Box 2511
Winston-Salem, NC 27102
Telephone Number:_ [phone] Fax Number:_ _(336) 727-8432
E-mail Address: N/A
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 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: Winston-Salem/Forsyth County Utility Commission
24" Finished Water Transmission Main
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Forsvth Nearest Town: Clemmons
Subdivision name (include phase/lot number): N/A
Directions to site (include road-numbers, landmarks, etc.): From Winston-Salem, travel west
on I-40 (bypass); take the Lewisville-Clemmons Road (SR 1103) exit; take a right on
Lewisville-Clemmons Road and go to Holder Road (SR 1145)• take a right on Holder Road
and go to the end of Holder Road; Muddy Creek is approximately 1,200 feet east of the end
of Holder Road. Refer to attached map for proposed stream crossing locations.
5. Site coordinates, if available (UTM or Lat/Long):
(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: The land
surrounding Muddy Creek at the proposed stream crossing locations is a flood plain used
primarily for agricultural purposes with some residential areas outside the flood plain
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Muddy Creek
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:
Contruction/installation of a proposed 24" ductile iron finished water transmission main
11. List the type of equipment to be used to construct the project:
Track-mounted excavators and rubber-tire loaders.
12. Describe the land use in the vicinity of this project:
Residential/Aericultural
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 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: None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

i iA cacn impact separately ano iaennry temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.,fzov.
*** 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
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
1 Excavation 10 UT to Muddy Creek 10 Perennial
2 Excavation 20 Muddy Creek 20 Perennial

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as 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
wwwmsesj?ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30 LF
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)

N/A
Type of Impact* Area of
Impact

(acres)

Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

T : _t
- -11 ilupaut supaiaieiy anu iuenury 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan -was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed 24" water transmission main must tie into an existing 42" water transmission main
on the east side of Muddy Creek. Erosion control and stream stabilization measures have been
incoroorated into the design plans in an effort to minimize impacts to Muddy Creek
VIII. Mitigation
Page 7 of 12
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.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource. functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
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.
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
Page 8 of 12
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 httl2:Hh2o.enr.state.nc.us/wrl2/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. 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 ? (N/A)
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:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
c.uue t extends out w feet perpenatcutar rrom near bank of channel; "Lone 2 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 15A 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.
N/A
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
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).
6,
Applicant/Agent's S'gy n#re Date
(Agent's signature i alid 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: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret 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
US Fi<
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
;h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12
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PROPOSED I 1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH ENCASEMENT I I rME WORN INCLUDES SEEDBED PREPARADON, LIMNG, FERTAIZING, SEEDING AND MULCHING OF ALL OISIURBED AREAS, r tNAE SHALL BE DOLOMITIC AGAICULNRAL CRWND LIMESTONE LDNTAINMG NOT LESS THAN TEN PERCENT MAGNESIUM OYJDE O' J
UPHILL ALONC THE LINE OF POSTS MAX, 8' BETWEEN POSTS. PIPE l m surf 2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE ;~.D n~ fERRt'ZEA SMALL BE STANDARD COMMERCIAL PRODUCE M 10-ID-IO ANALYSIS ALL FER7'uZER SHALL BE i ~ DEUMERED IN BAGS BEARING ME MANUFACTURER'S NAME 7HE CHEMICAL ANALYSIS OF THE PRODUCT AND THE Q,R
FENCE 6' INTO THE EXCAVATED TRENCH. l I I ~ _ 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE I L - - I WEIGHT. IF NO7 USED IMMEDIATELY AFTER DELIVERY, THE FERDUZER SHALL BE STORED IN A MANNER WNICN WILL J NOT ALLOW I7 i0 HARDEN OA DESTROY Ii5 EFFECTIVENESS ~c~s SOIL
80TTOM 0~ THE FABRIC 6° INTO THE TRENCH, CROSS SECTION I I 4, BACKFIL_ THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR dmoncv n-xw I GRA HA STOCKPILE SS SEEDS LL BE AN APPROVED ul%NAE BASED ON REGONAL ANO SEASONAL CONSIDfAATI0N5. PDRITY OF gREA SEED SHALL BE A MINNUM OF NINETY PERCENT ANO THE CERMINAPOV SHALL BE A MINIMUM OF EIGHTY-FIVE PERCENT, THE SEED LABEL SHALL BE A 'CER?FIED SEED' LIBEL
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO l ~nrsmm X rt me ar Ya E?cE OE -J GO THRU THE FENCE AND CANNOT CO UNDER IT. ldR~ ae. MULCH SHALL CONSIST OF DAY, 9AALL GRAIN STRAW, DRY HAY, AND OTHER BUl7ABLE AND APPROVED MATERIAL. I PREPARATION OF SEEDBED
N PAYEYENi SE -(p( SF - - SF THE SURFACE SHALL BE MADE SMOOTH AND TRUE i0 GRADE 7HE AREAB SHALT BE PREPARED BY MEANS OF ~ eL, OIBNING 70 A MINIMJU DEPTH OF THREE INCHES DISKING AND CROSS-DISHING, HARROW1nG, OA OTHER APPROVED SZ( CHECK DAM uETHODS OF PREPARATION, SHALL BE CONBNUED UNTIL A FRIABLE AND iHOAWCHLY PVLVERIZED 1NAEE-INCH DEEP
AE ENCE STEEL Rosr (AEa'o w~uALna oNLr~ iroufp"~`-' mi° AT NANRAL SEEDBED IS OBiNNEO, CARE SHALL BC E%EAGBED IN PREPARATION Cf SEEDBEDS ON SLOPES i0 KEEP LOOSE SOIL DRAINAGE OUTLET IN PLACE RATHER THAN PERMIT li f0 ACWMULATE AT DIE FOOT OF DIE ROPE, SEEDBED SHALL BE APPROVED r, _ PRIOR i0 PLANTING iNE SEED. PRIOR i0 ME LAST DLLAGE OPEAADON, LIME AND FEAiI.IZER SHALL BE BROADCAST
< BORE SITE DET Q z EABR~c STONE SECTION N.ts, 3 OR E SI ~E ~ E TAIL KITH AN APPA014D SPREADER OVER 1HE SEEDBEDS IN ACCORDANCE WITH THE APPROPRIATE SCHEDULE. N AFTER THE SEEDBEDS HAVE BEEN PREPARED ANO APPROVED BY THE ENpNFER, THE MIXTURE OF GRASS SEED, AS I„ ] ~ N N. T. S, SPECIFIED, SHACL BE SOWED BY MEANS 6 AN APPROVED SE EOER AT ihE APPROPRIATE RATE, THE SEED WC)RI(ED Yr' (7J Q ^
E ~ (NO 1NRF FENCE REO'D) NTD ME SOIL i0 A OEPRI OF APPR01(IMATELr ONE-HALF INCH AND THEN CWPACTEO BY MEANS OF A GILTIPACKEA ~ I ~ Z ROLLER OR OTHER APPR04ED EWIFMENI, ,
° ° BAOKPIEL IRENGi KM sOr~ TEMPORARY ROCK CHECK DAM - - - a r7 : IAATCRIAL AND TAMPING OR WASHFF-D STONE TO 6° ABOVE Uee 2 W IS-innh oboe (kC. 0eprtmmt d InpepvrlaBon rWe A a CSTABLISHING TEMPORARY 4ECEIAnON _ ~ W THE TEMPORARY SEEDING OF DENUDED AREAS THAT WILL NO? BE BROUGHT TD FMAL GRADE FOA A PERIOC OF MORE U Z ~ X THAN 30 WORKING DA75 BJi LESB THAN ONE YEAR SHALL BE IN ACCORDANCE WDI 7HE PREwWS SPFCIFICADONS Q
GROUND. eWe B eaipn en4pl ebu). . fey tk ftou mb >k anpn Emb evd eekrd it bgmd We ebulmmb e ImMm® of Ia b Jlu b erold Nuhoub fmm uerAu erouN llle /ue. ANO THE FCtLO1NNG APPROPRIATE TEMPORARY SEEDING SCHEDULE TEMPORARY SEEO]NC SCHEDULCS FQi 7HE ~ M• PIEDMONT AREAS ARE AS fCILOWS~, T/~
Construction 1, Pew euee b be roe me dismdme d>.. b the pW m W mW uhde lamddin. Specifications 9 Ye9 Dw eolm dnm eedm .E uWL 9 Wdlee kim netuel vome lea APPLICATION RATES (LB/AC) RECOMMENDED SPECIES SEED 10-10-10 AC{tICULiUAAL SEEDING DRIES FEPTILIZEA uMESTONE
whee We dem chub We eAemel WpkW S bland oboe al 4u1 IS tt be7md YW dlkh lenla b Aep o..no, nla Imo NodmnLUy be aem e. a n-mNn mf ebma LENGTH = 2 TWFS MTH 4 JAN I -MAY 1 AYECAMN ANNUAL 120 750 2000 IESf40E2A (KOBE) 50 MAY I -AUG 15 GERMAN MILLET 40 750 f~j~ N 2 rFr-l,,~ AllG 15 - OEC 30 RYEGRAIN 120 1000 P000 J IIILr a " ~
Maintenance lupml nhuA decor end ehennek mr aemye ma n<n nnrc eRmh ~ enuapeb mhmeryme eoa depmlam ebpn be ehml den .na emWen Inm c ESIABLISHINC PERMANENT VFCETAIION ` 1HE PFAMANENi SEEDING OF DENUDED AREAS SHALL BE PERFIXMED WiNIN 15 WORKING DAYS pR 90 CALENDAR W ~
nyb IlPee emuM lM adfee d the dom. Comet ell demyv MmeWelell Y dp- .fi d~. { TF ^ r P r\ ~ R r E~ ~ r~ IL I (ter rdflaent antlon Paun belrxn duu IMell a WPleclln rlpnP Ilev le tlul ~ ~ IVI V hi J I I V 1iL pwYml M Ne ehwel (prutlee 9.91. Rlpnp-Ilved nil peril vMvoebl. GAYS AFTER FINAL GRADE 15 REALHEp ANO SHALL BE IN ACCORDANCE W1H THE PRENWB SPECIFILAli0N5 ANO 1HE W FOLLDWNC APPROPRIATE PERMANENT SEEDING SCHEDULE. Z N LOW MAINTENANCE AREAS ARE MONEO INFREWENTLY OR NOi Ai ALL AND DO NOT AECEIIE LIME AND fERTIU2ER ON 0
P,emue evGmepl emumulebd behled the demo ee vekk b pmml dwye b danul ryitetin, dbr the cbwvel Iv drop Nrayh Ue pane cheek dw coil prnmt lerye apn Ilm earryly Whnmd pnr lb, dom. Add ebnn b A REGULAR BASS. SUCH AREAB NAY INCLUDE STEEP SLOPES, STREAM OA CHANNEL BANKS, AND UUL=7y EASEMENTS. APPLICATION RATES (LBJACJ ~E
devW u needed b pldnlslo drdln heyAl eel am emYm. _ I C;~ SEEDING MI%NRE GENRE SLOPES STEEP SLOPES W TALL FESCUE 80 100 SEIUCEA IESPEDEZA 20 10 (USE ONLY UNSCAAIFIED SEED AFTER AUG 15)
12" N.C.?.O T. 857 Ileehed Slane \ 12'~ N.C.?.O T. t57 NOSE LESPEOEZA to to Ileehed Slane \ ID-ID-1o FERnutEA loop 1ao0 ~'CWSS A' PoP-RAP ACieWLNAAL LIMESIWF 4000 4000
Awuwn¢r. sAnk: ME AREA 10 69 COKREO SxALI BE PPDPEAY THE SiAPlES SXALL ¢ NAOf U WPE 0.09'.' PREPARED, fERINd9 AND SEEDED BEEpVE Irk IN OIAYCIEA ¢ CA[AifP. 'V SYAP[0 WM LECS ~ ~ 'm E AOg710NAL SqL AMENDMENTS WILL ALSO BE USED AS FOLLOWS.
&AxxE1 IS IPNm. WHFx ME BLANXFr IS 9' In LENGM An0 A t' CROWx. SIF W10 CAUGE _ FlUM DMaIfD. ME NEINNC SHALL & G' i0P AXD rxf OF SiMLE9 USED WLL VARY WiH ECXL COraIIIOV9. -7- _ IIBERS M L(NiAtr WM M[ Sal OKP Mf ENIWF ME STAPLES SHALL & DPIKN KRDCALLY Mill ~`F APFLIGAIIpN RATES (lB/AC) ~ - HULLED GERMAN MILLET RYEGRAIN ' BERNUDACRAGS
AREA, IN g9CNE9, iXE MANXFr$ 9HALL BE ME fAWHO, SeACEO APPROxNWIELY TWO (Z( APpllm IH iK pIYL11ON DF iNE fLOw a WATER, LINEAL vTMP09 APAPI~DV EAiH 90f, AND IXk PoP NAP RACED ARODND 9ui20 SWL¢Y At FxD9 AND 5¢ Ax) SPAPL[0 POw IX E ¢HRP RFxA [ Y SPACED IXV 9LOPE5, IM RLANXEr591ALL DE IPPDED DMEP Bf rWLfX GCH bOE. (fi0 SLIMES ON ULH PIPE INLET NOPSWiALLY OP w1nLALLY iD ME SLOPE. ExOS AHO BUxXErj U9E A COMYIXI ROW ¢ Sn0.E5 I I Q cEB 15 -MAR 21 40 uAR 21 - MAY I Itl 40 MAY I - JUNE I5 IS 10 Q
fIL'ER 40E5 91ALL Bf BUrRO SNU¢Y AND STAPLED. II IS AD!]xlxG [LAKKEtt _ _ J cuss 'A" sroxE xm xE¢ssAx. rD ua ¢kw s.ors, AxcxaR DxcxES - RIP RAP w ewer Exos m a,AxXErs JUNE 15 -AUG 15 10 _ __--J AUG IS - WT 25 40 WI 25 -FEB 15 a0
- YM. / P0.L 92E~ NARPoW: DM....... A9 INOE9f I Mp L~ ~~JJ In~ d6] FILTER 51W E r; A', ~ / ME EW¢l$RIP BLAxxEi SHILL LONASt ¢ A IFNDM......IYO EEEI AKRAOE TY P I_ U SE D M E ' AfH M MO]UCED W 1 ¢ CUPIEO MOOD WEI¢Il ¢ POLL. J9 LYSf t0Y f~ HIGH MAINTENANCE AREAS ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER AEGENE INIENSC F ~ ~ ~ SE~ ^ ^ r^ I ~ ^ n USE IXt REWIRE MAINIFNANCE TD AH AESiHEIIG STANDARD. 9.1CH AREAS MAY INCLUDE AIHLEPG FIELDS, HOME F r t IVlty J.~r LAWNS, PARKS, SCHOOLS, CNIIRCHES, ANO RCCREATIONAL AREAS. {V fl ~ ~ p
I,F - ~ R c P ~ ~ - iXCUSCx ¢ cox su ncn aR cox eBER scuA RDS PER RaE.w Avc N.T.S. x= w R.c P. LEHCm, Wln canvsrtNr MlclwESS AxD Mf W psi ~ ~ RmER LKHIY gSPR9LiFO OKP ME Ex11PE N.T.S. APPLCATION RAZES (LB/AC) 1^~4 7Ai DTI SEEDING MI%IURE FEB I -MAR 31 MAR 31 -AUG 20 ~ .T ~ 0 AUG 20 - OCT 25 AllG 20 - FEB I ~ l 2q
_ _ AHPU DE ME YI.IefF1. N1CH LNER h I ~ 1 r E TOP 9¢ pr GWI BLANNfi SH,LLL BE Slagee rlli 'i i caK9EO rAw A PxmDOEraADeaz Exmuoeo ^ ^ - ~ MASTIC uESx, THE Y-ANNCr SMALL BE MADE aPPSaPne BlENO OF 3 OR MORE TURF-TYPE TALL FESCUES 200-250 G KOBE LESPEDEZA Tp 10-10-10 FERTILIZER 1000 ICOO ACRIWLTURAL LIMESTONE 4000 4000
SYClr1ER PESISi,VRI WMWi ME Iq ¢ aIEWICAI. ApDI11K5. ~ NITROCLN(TO BE APPLED AUG 10-FEB I ONLY) 40 MOLCHING ~ Q'~ C ~
3CnoN PEAN SLOPE MS-ALUIION ;E+ - un P eemmm m eladn m adNininp se X Aloylea paaen pi Inc elan don eh. of eocn ~dl and wniinue ie MULCH SHALL BE WHEAT OR DAi STRAW, CR PEANUT OR GRASS NAY, ANO SHALL BE APPLIED AT THE RAZE OF 4000 O CI PWNOS PER ACRE TO All SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WTHOUi CLUMPS OR BUNCHES OF MATERIAL MULCH SHALL 8E APPLIED IMMEDIATELY AF1FR SEEDING AND PREFERABLY ON THE SAME WORKING OAY
ogle In.uat Inc Im91h PI Pe rill of 1 II mtanlx THAI THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY iACI(ING WIM ASPHALT, ROVING, OR NETTING BY CRIMPING _ wiH A MUICN ANCHORING TOOL ON STEEP ROPES, USE A DULL DISK HARROW SEi SO li WILL NOT COV£R THE MULCH.
RIB-RAP DONUT INLET PROTECTION r ^ °n r" ' :mnW eneia e n o~a moI <m.. N.T.S. Uee L elmin attaee PI be oat MAINTENANCE AND RESEEDING Z 7HE CONIRAC70R SHALL MAINTAIN All SEEDED AREAS uN?L ACCEPTANCE OF iNE WgiK, AY WATERING, MOWNC, AND ~
coil mmmee to slp?le lnrueut Inc lengm of the rill et 6 )1 Intenol[ 1%EEOING. ANY AREAS NHICH FAh i0 SHOW A SADSFAGIORY STAND, fOR ANY REASON WHA ISOEVER, SHALL BE RETREATED FOLLOWING THE GAA59NG PRWEWRE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES. WASHOUTS, DR OTHER CAll5E5 PRIOR i0 ACCEYTANGE, SHALL BE REPAIRED BY REfnLINC WDI TOPSOIL AND
E~CELS~R MA I TNO RETREAIEp FOLLOWING THE GRASSING PROCEWRE BPEGFIEO HEREIN
vARNS (sEE MAnJ Y WIN. TEMPORFOR THEDPN~~PO~CIRCAIIONS - ~ i
PIPE OUTLET TO FLAT AREA - T ~ Pasr ND WELL-DEFINED CHANNEL NorF: Rncommenoee Appllcollon Roles (Ib/ac) _ Seeaing Dates Speclee Seetl 10-t0-10 ~ Agrlcu'ural Straw
ll SIPUCNRAL STONE SHAH BE (CUSS 'B' SrexE FOR EROLa1 Ski-FENCE ~ Skl-FENCE 3dD A 'A CDNx9a PURP?SES, FerlUlzer Llmeslone BARRIER wnler Wheat 110
sfoWENr coxma nonE sNAU BE WATER xo s crt xo. 57 siaNE EDGE WATER WATER SANG FILL Jan, 1 -May 1 Anplai Lespede:a 750 Z,D00 4,000 (NObe) 5D EDGE WATER -
I 1 t"- Mey I -Aug. 15 German Millet 40 75D pOpp 4,OW
iaP NEw 1 I 1 1 PuN~~ - ~I PART 2 t f ' slLr FENCE -BARRIER aMg u - Dee. w Ryepre~ 11a I,o?D 2,000 +,opp - 9ARRIER Z
-LL--'I SILT-FENCE SILT-FENGI - _ ~ Ls ci. PART I } QC
~ M!N Ou I ~ _I Z d jl 4 hA}, C`DW I p i Imo. < 1 - 0 _ Z C ~ BOTTOM Z
SECTION A-A FILTER NOTES ' ~ BLANKET y~y",I~ ~ - `-SAND FILL I. tp IS ME LENGTH a AIPAAP SEDIMENT LON9ROL Si0.Nf f rSTF'>LNRAL 9i0NE 1.5 Fr.~ ~-SAND FILL PROP. PIPE -SILT FENCE U
PIPE OUTLE7 TO WELL-DEFINED APRON con. SILT FENCE 7. d•1,5 TINTS THE NAMIMDN CHANNEL sraNE DIAMETER our rvo* LESS Z PR Fl Q
THAN h". ~ F J, IN A WEiL-0EEINED CxANN[L CROS$ SICTION FAONi NEW E1tIEN0 THE APRON NP ON THE p{ANNEL BANK$ rD AN ) 7 h I [ r C T CONSTRUCTION SEQUENCE N N
ELEVA71ONa5"ABOK ME TEMPORARY JTONE OLI ILLI A A MAAIMW 1ALlWAIEA OEPiH DA e _ f - To rw PE ME eaNK, N T S 1 CONSTRUCTION SHALL BE PERFORMED DURING LOW F! Z I RI 0 ~ O
N, ~niiEa eiu+Keisoa ParEA 2 CROSSINGS SHALL BE ACCOMPLISHED IN A MANNER 1 vnBRm sxcun eE MsrALU.D STREAM FLOW :RFDRMED DUR NG LOW FLOW PE DDS. GENERAL MAINTENANCE PROVISIONS MPLISHEO IN A MANNER THAT WLL NOT PROHIBIT THE ~ ~ I- (Y Inspect temporary erosion conLOl devices alter each period Q C W
~~Y~ BETWEEN iNE AIP-AAP ANO saL Pouxonnon. 3 THE BANK OPPOSITE OF THE COFFER DAM SHALL BE PIaN THE MINIMUM LENGTH OF PROTECTION REQUIRED 15 2'. i COFFER DAM SHALL BE PRDTECTED BY SAND BAGS. of significant rDInfDIL Check devices far rills, erosion, or ~ ~ W Q IOTECTION REQUIRED 15 25 FT ON EACH SIDE OF THE piping, Au areas should be stobillzed wlthln IS working days W ~ J
r COFFER DAM, AT A HEICHTH OF 24" ABOVE WATER L NEUL Rasrs PROTECTION MAY VARY AS DIRECTED BY THE ENCINEI I f MIO dlAMO I OF 24" ABOVE WATER LEVEL. THE EXTENT OF after construction In that area. All areas domagea prior to J F- Q DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS. estobllsh;ng permanent stabTzallon shall be Immed'mtely ~ ~ ~ I
a --w_-._ 4 7NSiALL NON-ERRODIBLE BARRIER AROUND 1/2 OF C ' r _ 5 INSTALL FILTER FABRIC AROUND INSIDE BARRIER, ,RRIER AROUND 1/2 OF CROSSING reestablished Z ~ Q UND INSIDE BARRIER, W
I lau.l n _ y, 6 PLACE SAND FILL INSIDE BARRIER. _ I~rnll9ll cpEAXnaDNSAlmwxk 7 EXCAVATE PIPE TRENCH. 0 RRIER. AddlCiDnally, the followlnq items shall be performed n accordance with the spenfic conslructlDn details on this O N
_ _ ~ seenan nA ~i r u - ¢ 'c" e. 6 INSTALL PIPE. FlLffR 19Ir NESx1 -r 9 BACKEIEE WITH CONCRETE AND/OR EXCAVATED MATEF eEANWEi - - 1D REMOVE SAND FILL. sheet: ~ ND/OR EXCAVATED MATERIAL TO ORIGINAL PROFILE. 1, Sediment basins and inlet protection devices shall be Z
tiIP-'r~AT OU IL~T PRO'`E(,TON 11 REMOVE FILTER FABRIC AND BARRIER. cleaned when sediment has accumulated to one-halt of the ~ W BARRIER. design depth of the device. The sediment shall be placed
- 'P' ,A 12 IMMEDIATELY REVEGETATE STREAM BANK BY SEEDING N.T, S. p~AS"m ~ 13 INSTALL TEMPORARY SILT FENCE. (REAM BANK BY SEEDING AND MULCHING. In the dlsposdl area or applied to the land area, Any N :NCE. gravel facings contained by the sediment Shall be replOLed
- - 14 RELOCATE i0 OPPOSITE SIDE OF STREAM AND REPEA i _ _ 15 AFTER WATER MAIN HAS BEEN INSTALLED AND COFFE OF STREAM AND REPEAT ABOVE STEPS with clean gravel. iN INSTALLED AND COFFER DAMS REMOVED, 2. Rlp-rap, sill fence, and earth berm diversions shall be
CONTRACTOR SHALL INSTALL CLASS I RIP RAP WITH f D - do UNDERLAYMENT TO STABILIZE STREAM BED. CLASS I RIP RAP WITH FILTER FARR]C AND STONE inspected far erosion, displacement, breaks, overruns, and STREAM BED. excessive setlimenta!ion. These damages shall he repaired by returning the device to its design condition.
STANDARD CATCH BASIN _ 3. Seeded areas eroded prior td permanent stabllzation shall SFEETNO,
YARD ''INLET PROTECTION NTS COFFER DAM STREAM CI be regraded as necessary, reseeded and mulched until a TAM STREAM CROSSING sDitable suriaLe iG adhieved.
NO SCALE 10
~ Bo

I i I N I '1, ~ I ~ ~ u, ~I
i ,•'Q ga1~
:a " ~ ~ ' a' I o
I I ~ i aJE y ~0
I I I COFFER DAM STREAM CROSSING P,a I I SEE DETAIL ON SHEET 10, AFTER PIPE INSTALLATION, STABWZE
APPROXIMATE CHANNEL WITH CLASS IRIP-RAP W/ I FABRIC AND STONE UNDERLAYMENT
LOCATION OF FUTURE WESTERN OUTER LOOP I PROPERTY OF PROPERTY OF / ~
I (NCDOT R-2247CA) I EDITH e. PEGRAM BLK 4404 LOT 0478 I I EDITH PECRAM uxols>uReEO V TRENCH ~EMTH Z I OB 4404 LOT 0478 vAOTH 14'
h ~ (VARIES) I CLASS A t!1
CLASS TRIP-RAP W/ ~ FABRIC AND STONE I I a I w Jooo Rsl JL ~ ~ EXI$T. 9J' CONCRETE ~ ~ Q ^
UNDERLAYMENT- o I I z a l I JO' ~ F ~a EASEMENT ~ ~ w ~
o Z + i "I m ! bQ~ h 'w I ~w a3z ~ 2 I O ~ Q ® LL
~n I row QW II II aw Sc~ w ~ _ Q in " ~ ~ v ~ ~ CONCRETE THRUST 'w k U w BLOCKING REQUIRED
~ W a I 70+00 71+00 W I ~ = n+1oo 3+oD T - w I ` X Q BEHIND TAPPING SECTION 0 - u m 13 SLEE SEE 75+DO r 4 - - DETAIL
W ~ I 74+QO 75+DO J W ~ - 3 - - ~ E ~RB~~ ~fB ~B ~-.~E~ IEB RB i[6 ttB I 76 t UNDISTURBED 7 OO EARTH ~ ^
I Q 9,y EX DRAINAGE SWALE FLOW I-~'...~ -~_...i_ < _ _ , _ A STA 77+14 ~ ~ Cuss A 4 EB _ rte z 1 IL 12L / , p W ~ V ~ -u --3 PROP, 42"x24` ~JOro SI & ~ _ ~ TAPPING SLEEVE, e - caNCRE>E ~ w
~ DW\~'(y, I I I E%. DRAINAGE SWAIE N I PROPERTY OF I ~ i STA 74+90 S AlE ROw; I VALVE, & BOX iv ~ a,. .,21'x2 w N H ? I IO STA 75+90 - - _ a ~
NCDOT I END 24" I P I DI RJ PIPE a B I PROP, 6" , o I w _ BLOWOFF 4 TYPE B" STA 77+14 ~ _ Z
PROPERTY CF I I A EDITH B. PEGRAM I / f~ ASSEMBLY SED. TRAP a END 24" / ~ DI RJ PIPE EXIST.
I BLX 4404 LOT 0446 ~ 7 EXIST, MH J( 30'
~ ~ / ~ i0P 113.47 EA ~ ~ I INV. 697.44 i ` I I {7 EASfME PROPERTY OF ~ ~ ~ ~ Q N1 t4 EDITH B. PECRAM ~ BLK 4404 LOT 044B
COMPACTED \ ` ~ ~ ~ - - - - - / - - 1 - - - - - q57 $fONE i0 ~ ~ I I !pP OF PIPE ~ ~ ~ ~ = I PLAN -TEE
~ \ F \ ~ ~ ~ '1~ ~ `~TU Q ~ / I I
caMPACTm ~ I ~ ~RF I 7 W v encKElu I ~ `8+ , ~ _ ~ 0 / ~ G'7 v \ ~ ~8 I 1 NOTE, THRUST BL ~ PROP, 42"x24" TAPPING SLEEVE OCKNG
~ `~O"}' ~ 1 Eu I ` CO I J~ v I l I SHALL BE STAINLESS $TEEL NOT i0 SCMF I POWERSEAL MODEL J490-MJ ~ AS MANUFACTURED BY. FOR THRUST BLOCK ~ ~ ~ ~
~ ? I POWERSEAL PIPELINE PRODUCTS BEHIND 42° ~ 24" J, WICHITA FALLS, TX TAPPING SLEEVE ~ \
~ ~ I ~~`~I ~ I ~e I . ~ s° Mm. I ~ ~ I V 1-80D-800-09J2 H=6FT I L=12 FT. o
"~A~.~AA,~AA,~A~,AA,Q~,Q nV~nV ~ I I ` I "
TYPE 5 P1PE BEDDING ~ I ~ ire ` I STA 70+50 TO STA 73+50 ~ ' ~ ~ I
I TYPE 5 BEDDING REQUIRED I 73 0 i V 730
_ _ _ _ _
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_ - - - ~ - ~ _ I - ' - - - - -L.._
- _ _ i . - - - _ AP R XI A L TIN F I I _ _ ~I _ L_ - - _ I - ~ a _ _T -
' U R R A WA ILL ~ - ~ i ~ - - 720 - - - - ~ - - - _ i _ ~
- - - - - - - _ If I 7zo
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- _ -r - - - -I - - - ~ I APR X. L C. - - - - - °o ~ ' ~ - FU E TR A ~ I F . SA E R 6 ~ST 7+4 -I I i I-_ ~ O w
" - CH EL R LO A ON _ -r - - - - - - - - - ~ - I J PI - - I- t . L V
: - - t , ~ - - - - - - _ 7-- I - - - - - - _ - - _ _ _ .I_ - { --r t - 700 Z ~
700 ~ f A R TR MI SIN AI + I I
- --r-+-- - _ _ ~ ST 5+ 0 o I - I I p - - - - - - - I _I O W 1 - _rt-~ _ ~ T - _ _
a i' ' - _ E 8 D IN M ~ A E BL ' ~ z _I. ~ ' tL
- - i I ~ 24 D R - - - - _ " 24 D R - - - - - - -r i - _ -
r - - - _ _ ~ ~ 8E D i I i ST 7+0 - 8E D f.. - - - -T- -
a ~ - 0 ' - I ' ~ DI PI - -
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0 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 69D SVi~TNO, 10 77+00
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