20060306 Ver 1_COMPLETE FILE_20060224

Michael F. Easley, Governor
William G. Ross Jr., Secretary
1- North Carolina Department of Environment and Natural Resources
.? Alan W. Klimek, P.E. Director
Division of Water Quality
March 6, 2006
DWQ Project # 06-0306
Montgomery County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Myrick Construction Company, Inc.
P.O. Box 728
Biscoe, NC 27209
Subject Property: KR Drenth Company
Ut to Warner Creek [030715, 13-25-30-2, C]
REQUEST FOR MORE INFORMATION
Dear Sir or Madam:
On February 24, 2006, the Division of Water Quality (DWQ) received your application dated February
22, 2006, to impact 86 linear feet of stream to construct the proposed industrial park access road. The
DWQ has determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please provide the location of, and detail for, any proposed stormwater management practices
from the entire park as required by the General Certification for Nationwide Permit 14.
2. Please specify the percent of project imperviousness area based on the estimated built-out
conditions. These calculations should include impervious surface for the building plans as well
as the road plans.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Ken Averitte of the DWQ Fayetteville Regional Office. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
One
Caro na
aturaAy
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Myrick Construction Company, *IC.
Page 2 of 2
March 6, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
Enclosures: GC3404
cc: Ken Averitte, DWQ Fayetteville Regional Office
USACE Wilmington Regulatory Field Office
File Copy
Central Files
Filename: 060306KRDrenthCompany(Montgomery)On_Hold
DWQ 06-0306 KR Drenth Company
M
Subject: DWQ 06-0306 KR Drenth Company
From: Laurie Dennison <lauri e.j. dennison@ncmail. net>
Date: Tue, 07 Mar 2006 11:04:35 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
060306KRDrenthCompany(Montgomery)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
1 of 1 3/7/2006 11:04 AM
dk`
AMYR1C K
CONSTRUCTION INC
THE FOUNDATION OF QUALITY
P.O. Box 728 - Biscoe, NC 27209
Phone [phone] Fax [phone]
Letter of transmittal
2oo60306
TO: Division of Water Quality Date: 2/23/2006 Project No:
401 Wetlands Unit Project Owner:
1650 Mail Service Center Project Name: KR Drenth Company
Raleigh, NC 27699-1650 RE:
Phone: Fax:
Attention:

We Are Sending You Q Attached ? Under separate cover via the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
Date
Drawings and Project Narrative - from Site & Utility Design Services
Check - from Myrick Construction, Inc.
These Are Transmitted as checked below:
? For Approval ? Approved as submitted ? Resubmit
? For your use ? Approved as noted ? Submit
? As requested ? Returned for corrections ? Return
? For review and comment ?
? FOR BIDS DUE ? PRINTS RETURNED AFTER LOAN TO US
Remarks:

Copy To: file
copies for approval
copies for distribution
corrected prints
Signed: Thank you,Tripp Myrick/Proj.Mgr.
If enclosures are not as noted, kindly notify us at once. Myrick Construction, Inc.
3 Q 6 Site & Utility Design Services, PA
Proiect Narrative - KR Drenth Site & Troy Industrial Park Access Road
The referenced project is composed of two properties. The proposed site for the KR
Drenth Company is located on approximately 3.0 acres in the Troy Industrial Park. The
proposed Access Road is located on approximately 0.504 acres adjoining the KR Drenth
site to the East, and is owned by the Town of Troy. The Access Road will be constructed
concurrently with the KR Drenth site to balance the earthwork. The access road, and all
related utilities will be owned and maintained by the Town of Troy.
The KR Drenth Site and the Proposed Access Road are located along Business Center
Drive, approximately 500 feet from the intersection of Business Center Drive and NC
Hwy 24/27, and just west of the Town of Troy's business District. The site is rolling,
partially wooded, and includes a perennial stream (UT to Warner Creek) located in the
Yadkin River Basin. The proposed stream crossing includes replacing the existing 48"
diameter corrugated metal pipe with 48" RCP, and extending the new pipe a total of 33
linear feet for a total crossing length of approximately 86 linear feet. A Pre-construction
Notification has been submitted to the NC Division of Water Quality's 401 Wetland's
Unit and to the US Army Corps of Engineers.
Erosion Control Measures include a temporary construction entrance, temporary
sediment traps, excelsior matting, culvert inlet protection devices, and temporary
diversion ditches. The temporary diversion ditches and sediment traps will be
constructed prior to beginning grading operations.
This is a request for authorization to construct the roads, utilities, and erosion control
measures to serve this economic development project. The proposed start date will be
March 15, 2006 with an estimated construction period of approximately 120 days.
FEB 2 4 0
Mtt,
13,,1, i
WETIDENR - STOFc n : v Form vprsi J Kay 2002
Office Use Only:
I>,?IDS ,4?IL r,? NAT r f?
is
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
paymet.:i tltp the North Carolina Wetlands Restoration Progr,.m (NCWRP) is nropowd for
mitigatioy of ;npa, is 1 iF, as. -il-b`!ity witl: prior to abr-41 I -)f T'C?T` n t?ntetr
5e.ctivrr `? 1.11.;cid ?t?"ck:?c?c: G
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
l . Owner/Applicant Information
Name: Myrick Construction Company, Inc.
Mailing Address: PO Box 728, Biseoe, NC 27209
Telephone Number: 910-428-2106 Fax Number: 910-428-9645
E-mail Address: tripm rY ickC ,myrickc.com
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.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: KR Drenth Company
2. T.I.P.Troject Number or State_Project Number (NCDOT Only):_
3. Property Identification Number (Tax PIN): 752700282695
4. Location
County: Montgomery Nearest Town: Troy
Subdivision name (include phase/lot number): Troy Industrial Park
Directions to site (include road numbers, landmarks, etc.): Follow Hwy 24/27 West out of
Trov towards Albemarle to Business Center Drive (on Right). Turn Right on Business
Center Drive, Continue for 500 feet. Pump Station and Access Road to site on Right
5. Site coordinates, if available (UTM or Lat/Long): N35°0'8", W79°5'50"
(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. Property size (acres): 0.54 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Warner Creek
8. 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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rolling Terrain, Partially Wooded, Commercial and
Industrial Properties on all sides. Land Use is Commercial/Industrial
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of Existing 48" CMP with 48" RCP. The new 48" RCP will be lengthened
to extend approximately 33' further west along the centerline of the existing stream.
11. Explain the purpose of the proposed work: The purpose of the work is to construct an
improved industrial park access road to have flatter grades for large vehicular access.
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 (lYhere 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.
Not aware of any prior permits.
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.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proiect will impact an
additional 33 linear feet of perennial stream upstream of the existing culvert by the
placement of a new 48: RCP culvert in the streambed.
2. Individually list wetland impacts below: No Impacts to Wetlands
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***

* 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-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
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, foresteu wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: < 0.10
Total area of wetland impact proposed: No Impact Excepting the Streambed
3. Individually list all intermittent and perennial stream impacts below:
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?
leasespecify)
1 New Culvert 33 UT to Warner Creek 1' P
2 Replace CMP 53 UT to Warner Creek 1' P

* 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
N ww.usQs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.mapquesi.coin, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 86 linear feet
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NOT APPLICABLE
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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 :111 Oiat apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NOT APPLICABLE
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 imaacts to the stream will be minimal (anarogimately 33 linear feet of additional
culvert will be installed.) The total stream crossing (existing to be replaced and proposed
extension) will be approximately 86 linear feet. The road grades were kept as low as
possible to minimize fill slope widths, and erosion control measures in accordance with the
NC Division of Land Ouality will be installed and maintained.
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
Page 9 of 12
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, avaitable at -
1-ittp://li2o.enr.state.ne. us/ncwetlands/strrii?.,,ide.htini .
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). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.1-itm. 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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. fhe applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular trom near bank of channel; Gone Z extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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 (required by DWQ)
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.
Existing Access Road Easement - 0.45 Acres, Impervious acreage =0.03 Acres
Proposed Access Road Easement - 0.45 Acres, Proposed Impervious = 0.37 Acres
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the E,:aposed !-)roject, or available capacity of the subject faciJi.ty.
Sewer will be discharged into the Municipal Sewerage System
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant gent's Si ature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Rocky Creek From N.C. Hwy. 27 to C;HQW 08/01/90 Yadkin 13-25-30-(0.5)
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Smith Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-1
Creek
Warner Creek From source to Rocky C 09/01/74 Yadkin 13-25-30-2
Creek
Duck Lake Entire lake and C 09/01/74 Yadkin 13-25-30-2-1
connecting stream to
Warner Creek
Toms Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-3
Creek
Hawkins Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-4
Creek
Little Rocky From source to Rocky C 09/01/74 Yadkin 13-25-30-5
Creek Creek
Iron Hill From source to Little C 09/01/74 Yadkin 13-25-30-5-1
Branch (Hill Rocky Creek
Branch)
Thickety Creek From source to Little C 09/01/74 Yadkin 13-25-31
River
Cedar Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-1
Creek
Lick Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-2
Creek
Little Creek From source to Thickety C 09/01/74 Yadkin 13-25-31-3
Creek
Aleks Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-4
Creek
Disons Creek From source to Little C 09/01/74 Yadkin 13-25-32
River
Cedar Branch From source to Disons C 09/01/74 Yadkin 13-25-32-1
Creek
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Office Use Only: ,ZA P J rr ; Form Version May 2002
,
i; n n
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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
Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment ??ito the No, h 'arolina. Wetlands Restoration Program (NCWRP) is proposed for
, -,.,ail ':;?i±-, ,,,ith NC!'VP_P pria• , s hmittaI ?,.CN., c,)tnpl.ete
m. it`gat; -n cf ;rr?,3 ^ts fi
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/Appheaat Information
Name: Myrick Construction Company, Inc.
Mailing Address: PO Box 728, Biscoe, NC 27209
Telephone Number: 910-428-2106 Fax Number: 910-428-9645
E-mail Address: tripmyrickA rickc.com
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.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: KR Drenth Company
2. T.I.P, Project Number. or State Project Number (NCDOT Only)-_,_
3. Property Identification Number (Tax PIN): 752700282695
4. Location
County: Montgomery Nearest Town: Troy
Subdivision name (include phase/lot number): Troy Industrial Park
Directions to site (include road numbers, landmarks, etc.): Follow Hwy 24/27 West out of
Troy towards Albemarle to Business Center Drive (on Right). Turn Right on Business
Center Drive, Continue for 500 feet. Pump Station and Access Road to site on Right
5. Site coordinates, if available (UTM or Lat/Long): N35°0'8", W79°5'50""
(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. Property size (acres): 0.54 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Warner Creek
8. 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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rolling Terrain, Partially Wooded, Commercial and
Industrial Properties on all sides. Land Use is Commercial/Industrial
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of Existing 48" CW with 48" RCP. The new 48" RCP will be lengthened
to extend approximately 33' further west along the centerline of the existing stream.
11. Explain the purpose of the proposed work: The purpose of the work is to construct an
improved industrial park access road to have flatter grades for large vehicular access.
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.
Not aware of any prior permits.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proiect will impact an
additional 33 linear feet of perennial stream upstream of the existing culvert by the
placement of a new 48: RCP culvert in the streambed.
2. Individually list wetland impacts below: No Impacts to Wetlands
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***

* 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-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'littp:/`/kir%viN,-.feiTia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: < 0.10
Total area of wetland impact proposed: No Impact Excepting the Streambed
3. Individually list all intermittent and perennial stream impacts below:
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?
leasespecify)
1 New Culvert 33 UT to Warner Creek 1' P
2 Replace CMP 53 UT to Warner Creek 1' P

* 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
lvww.itsLS.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., N-cAN-w.topozone.com,
w \v\ .mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 86 linear feet
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NOT APPLICABLE
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

# List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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 ?. it that apply): [] uplands F] stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NOT APPLICABLE
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 impacts to the stream will be minimal (approximately 33 linear feet of additional
culvert will be installed.) The total stream crossing (existing to be replaced and proposed
extension) will be approximately 86 linear feet. The road grades were kept as low as
possible to minimize fill slope widths, and erosion control measures in accordance with the
NC Division of Land Ouality will be installed and maintained.
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
Page 9 of 12
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 Cui& for Stream Work, in North Carolina, available at
http://h2o.enr.state. nc.ushiewetlands/strnngi de.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). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at 1-ittp://h2o.enr.state.nc.us/wrp/indexlitm. 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the. applicant's (or .agent's) responsibility to determine, delineate and_ map. all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
# Zone I extends out 3U feet perpendicular trom near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
Page 1 l of 12
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 (required by DWQ)
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.
Existing Access Road Easement - 0.45 Acres, Impervious acreage =0.03 Acres
Proposed Access Road Easement - 0.45 Acres, Proposed Impervious = 0.37 Acres
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 :,-irailable capacity of the subject facility
Sewer will be discharged into the Municipal 1jewerage System
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
a-aa
ApplicantrN gent's Sibature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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i n
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00,
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Rocky Creek From N.C. Hwy. 27 to C;HQW 08/01/90 Yadkin 13-25-30-(0.5)
Little River
Smith Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-1
Creek
-? Warner Creek From source to Rocky C 09/01/74 Yadkin 13-25-30-2
Creek
Duck Lake Entire lake and C 09/01/74 Yadkin 13-25-30-2-1
connecting s tream to
Warner Creek
Toms Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-3
Creek
Hawkins Branch From source to Rocky. C 09/01/74 Yadkin 13-25-30-4
Creek
Little Rocky From source to Rocky C 09/01/74 Yadkin 13-25-30-5
Creek Creek
iron Hill From source to Little C 09/01/74 Yadkin 13-25-30-5-1
Branch (Hill Rocky Creek
Branch)
Thickety Creek From source to Little C 09/01/74 Yadkin 13-25-31
River
Cedar Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-1
Creek
Lick Branch From source to Thicket,,, C 09/01/74 Yadkin 13-25-31-2
Creek
Little Creek From source to Thickezy C 09/01/74 Yadkin 13-25-31-3
Creek
Aleks Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-4
Creek
Disons Creek From source to Little C 09/01/74 Yadkin 13-25-32
River
Cedar Branch From source to Disons C 09/01/74 Yadkin 13-25-32-1
Creek
j?"IWO
FEB 2 4 70(1,
DENR - VVAi Lr, QU/ ' N
Office Use Only: `L)I ?NArER BRANCH Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. 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
F] 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Prograr., (NCAVRP) is proposed for
mitigation of imnzcts (w-rifi,, aw 1abil;t° N(7WRT pricy-.• to -j.bmir.d of PC,;) -omplete
„ection VIII and meek here: 7
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: Myrick Construction Company, Inc.
Mailing Address: PO Box 728, Biseoe, NC 27209
Telephone Number: 910-428-2106 Fax Number: 910-428-9645
E-mail Address: tripmyrick myrickc.com
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.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: KR Drenth Company
2.. T.I.P. Project Number or State Projec' Number (NCDOT Only).-_,,____.
3. Property Identification Number (Tax PIN): 752700282695
4. Location
County: Montgomery Nearest Town: Troy
Subdivision name (include phase/lot number): Troy Industrial Park
Directions to site (include road numbers, landmarks, etc.): Follow Hwy 24/27 West out of
Troy towards Albemarle to Business Center Drive (on Right). Turn Right on Business
Center Drive, Continue for 500 feet. Pump Station and Access Road to site on Right
5. Site coordinates, if available (UTM or Lat/Long): N35°0'8", W79°5'50""
(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. Property size (acres): 0.54 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Warner Creek
8. 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/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rolling Terrain, Partially Wooded, Commercial and
Industrial Properties on all sides. Land Use is Commercial/Industrial
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
Replacement of Existing 48" CMP with 48" RCP. The new 48" RCP will be lengthened
to extend approximately 33' further west along the centerline of the existing stream.
11. Explain the purpose of the proposed work: The purpose of the work is to construct an
improved industrial park access road to have flatter grades for large vehicular access.
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. (wbere applicable). If this is a NCD project,
list and describe permits issued for prior segments of the same T.I.Y. project, along with
construction schedules.
Not aware of any prior permits.
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.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: The proiect will impact an
additional 33 linear feet' of perennial stream upstream of the existing culvert by the
placement of a new 48: RCP culvert in the streambed.
2. Individually list wetland impacts below: No Impacts to Wetlands
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***

* 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-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 availablc. through the FEMA Map Service Center at 1-800-358-9616, or
online at httn:/ wNvw.fema. vd
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: < 0.10
Total area of wetland impact proposed: No Impact Excepting the Streambed
3. Individually list all intermittent and perennial stream impacts below:
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?
leasespecify)
1 New Culvert 33 UT to Warner Creek 19 P
2 Replace CMP 53 UT to Warner Creek 1' P

* 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
vv,Nenv.uscs.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., vvwlv.topozone.com,
vvwlv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 86 linear feet
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below: NOT APPLICABLE
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NOT APPLICABLE
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 imnaets to the stream will be minimal (approximately 33 linear feet of additional
culvert will be installed.) The total stream crossing (existine to be replaced and proposed
extension) will be approximately 86 linear feet. The road grades were kept as low as
possible to minimize fill slope widths, and erosion control measures in accordance with the
NC Division of Land Ouality will be installed and maintained.
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
Page 9 of 12
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 G"jide for Stream Work in North Carolina, available at
littp.//h 2o.enr.state.tic.us/newetlarid:;/stri?i?;idc.hirni .
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). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://li?o.enr.state.nc.us/wrp/index.htin. 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):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
[t is the applicant's (or agent's) respemdbili.ty to Determine, delineate_ and.map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 1 I of 12
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 (required by DWQ)
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.
Existing Access Road Easement - 0.45 Acres, Impervious acreage =0.03 Acres
Proposed Access Road Easement - 0.45 Acres, Proposed Impervious = 0.37 Acres
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 av!,ilable capacity of the subject facility.. _
Sewer will be discharged into the Municipal Sewerage System
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. 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 Sidature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
t ?„ )
? ( ? !?` ? ? . ? ,?,,, ...lit 14-- ?-- , . fi , ? . ? ? * i+' ?, • ? (j , ? ;.r ~` ? . • ,r.' . ? ?;? ?:
r l..1 +(+i ?? yl. r ;?`'. ? ? I ?r ?( ??1 -yi????,+ f 1 ? ? Y•MA ,y ?q ? }'
AP,
1 '?..lr? `? 1i?t. r??, ?~? 1 '-_?..(.t? !? o{' 'f t •.rliu+ta ? v. r '(
/ ( t / 1
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?
U W A A R R I E ? ?.? # S
Robe ` o
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144 e \1( ,, _ !r#_ fC
1? ,..
YV.
Rocky Creek From N.C. Hwy. 27 to C;HQW 08/01/90 Yadkin 13-25-30-(0.5)
Little River
Smith Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-1
Creek
Warner Creek From source to Rocky C 09/01/74 Yadkin 13-25-30-2
Creek
Duck Lake Entire lake and C 09/01/74 Yadkin 13-25-30-2-1
connecting stream to
Warner Creek
Toms Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-3
Creek
Hawkins Branch From source to Rocky C 09/01/74 Yadkin 13-25-30-4
C-eek
Little Rocky From source to Rocky C 09/01/74 Yadkin 13-25-30-5
Creek Creek
Iron Hill From source to Little C 09/01/74 Yadkin 13-25-30-5-1
Branch (Hill Rocky Creek
Branch)
Thickety Creek From source to Litt 2f C 09/01/74 Yadkin 13-25-31
River
Cedar Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-1
Creek
Lick Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-2
Creek
Little Creek From source to Thickety C 09/01/74 Yadkin 13-25-31-3
Creek
Aleks Branch From source to Thickety C 09/01/74 Yadkin 13-25-31-4
Creek
Disons Creek From source to Little C 09/01/74 Yadkin 13-25-32
River
Cedar Branch From source to Disonq C 09/01/74 Yadkin 13-25-32-1
Creek
pp r 'r 'r Y 'YY
C P )PI J ??i ? '. rL?j r r X11
°.,.... „ ,. , .._... r ?r-,. ..r r
¦ Complete i
terns 1, 2, , and 3. Also complete A. L'ignature
item 4 if Restricted Delivery is desired. ? Agent
¦ Print your name and address on the reverse w i ? Addressee
so that we can return the card to you. B. Received by ( Primed fA

¦ Attach this card to the back of the mailpiece, tm
or on the front if space permits. I
?
D. Is delivery address different from Rem 11 es
1. Article Addressed to: If YES, enter delivery address below: ? No

Myrick Construction C i
I
ompany Inc.
P.O. Box 728
Biscoe,NC 27209 3• S?rvlce Type

D WQ# 06
03 Certified Mail ? Express Mail
-
06-Montgomery ? Registered Xl Retum Receipt for Merchandise
? Insured mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. AMMcle Number
7005
1160 0000 9954 5767
(Transfer fromserv/ceiaw i
Ps Form 3811, February 2004 Domestic Return Receipt 102595.02-M-1540
UNITED STATES POSTAL SERVICE

• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
C ? ? 3 ?rr?!?1 a r?r?,s!??!!!!I a 1r!?!?rr?r?rl?rrrr??!r1!ir?l!!rrr?f!?
DWQ# 2?)D(o D ?C6 Date Who Reviewed.
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan. 16-
o a ? P 11-
?QY11tji 1
Please provide the location of any proposed stormwater management practices as required by Ge-U
Please provide detail for the stormwater management practices as required by.GC- , ?.
-Gr
Please specify tYalstormwater ercent of project i erviousness ar a base on the estimated built-out cond' ions. ???,`?? Uce Ca(CoJaRol't5 s]Aswb rluw `''' El Please indicaoutfalls on the site plan. V)4 n 1 ?{ .
? Please indicate the diffuse flow provision measures on the site plan. ?5? GS
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
_. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stotmwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing , via email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
K. R. DRENT Montgomery Coun CIVIL SITE C/0 MYRICK CONSTR Project No. MCC FEBRUARY
'H COMPANY s,^
ty, North Carolina
PACKAGE
RUCTION COMPANY
:C-06-007-DD
?Y 2006
SHEET INDEX SITE
1. SITE PLAN ~
2. SITE \ EROSION CONTROL DETAILS ,~~a .
2 LL SITE 8~ U DESIGN SE ITE PO BOX 2151 2 rr o~ ~0°' ~
Z~ 2~ . ~
UTILITY N~ ~,~y o
ERVICES
2151
& UTILITY ASHEBORO, NORTH CAR0
DESIGN CAROLINA 27204
536-5422
CQ~/Y~CC VOICE (336) 636-
FAX (336)' 636-r- I -
VICINITY MAP
NO SCALE
rojects\NCC\dwg\Cover.dwg 1:1

oun : Iron Pipe at
pine stump
Found: Tie Line - - - 3/4" Iron w ...t•- _ - - ~ 1111 111111 ,1111 MII/i
S 86'35'12 •C ~ ~ 111 ~ . NO •11
Line ~ ~268.82~T \ \ \ ~ i~ ~ ~ ~ ~ 1•~~ ~s•. . 0 ~ ~ i
- ~ ~ ~ :a: ;•b
- • - 321.34 FT \ \ \ \i ~ ~ ~ ~ ~ ~ ~ \ :v'tW 3: \ Q. syy t Z~
~ I I I \ \ ~ ~ \ \ \ \ \ \ \ ~ r d N
1 \ ~ \ y \ ~ \ I Foundl I I A \ V \ S \ V A I r \ \ / s
3 4 Irn \ 1 \ \ \ pWObS ~ \ S \ I I Reba I I i \ \ WOODS \ ~ \ ~ \ \ \ \ 89'9> \ Tie Line 11111j N/I/ \ \ \ F~1 n1 a1
I I I \ \ \ \ ~ \ \ \ \ \ ~ ~ I / ~ \ \ \ \ ~ \ ~ - _ S 71'04'44" E
1 I ! 1 ~ \ \ \ ~ \ \ \ \ \ / ~ \ \ • \ \ ~ \ ~ 13.44 FT \ \ \ \ \ ~
I ~ I \ \ \ \ \ \ I I I l ~ 1 A / k v v v v \ ` Found:
I ~ I ~ \ ~ \ \ , ~ J I / ~ ~ I \ CONSTRUCTI LIMNS \ \ ` ~ \ ` \ ~ ~ 34"Irn \ \ \ ~ . ~ ~ \ \ \ ( - . Rebar
/ I 1 ~ 1 i \ 1 ~ } \ \ \ ~
~ ~ i I \ \ \ \ Found: ~ z \ \ \ \ \ \ \ \ _ Iron ~ c?
I / I .o~ ~ . \ \ / 1 ti 7~ ~ \ \ / I ~ / / I I \ \ \ \ \ \ \ \ \ Rebar ~ ~ o
/ / I ~ FARING \ ~ \ \
/ / / / I \ I \ \ ~
/ / / / I ~ / I \ ~ ~ \ GRADING AND EROSION CONTROL LEGEND
I ~ 1 ~ ~ \ \ \ \ \ \ \ \ \ ` \
TTA AEA ` ` \
PUMPING STATION 1 \ - - - ~ 56~ t .21 A rE \ \ \ EXISTING TREE UNE CONSTRUCTION ENTRANCE/EXIT, ~.21 A rep ~ \ \ \ \ \ \ \ i"- RIP-RAP CHANNEL
r / / ~ ~ 1 LINE BEARING DISTANCE 1 \ / , / \ 1 '~y~COdr a ~~~y~COdr ate \ \ \
„ \ / / ~ / / I L1 S 43'1615 E 87.60 FT 1 'oy w / / ~ \ J ~ ~ \ ~ \ \ \ \ \ ~ EXISTING FENCES
L2 S 46'43'45" W 60.00 FT \ \ / \ 1 _ r !k , ~ , ~ T9,T 5 1 \ \ \ \ \ \ \ o EXCELSIOR MATTING I ~T-5 1 \ 1 \ \
\ ~ ~ o. ~ ~ 1 1 L3 N 43'1615 W 13.33 FT ~ ,~''J / / / 1 \ i \ \ \ \ \ \ \ DRAINAGE COURSE 15~ ~
0 ~ L4 N 4 ' '1 24.22 FT \ ~ ~ I ~ ~ •(0 I 316 5 W \ \ \ \ 1 ~ \ \ \ \ TEMPORARY SEDIMENT TRAP T
L5 N 43'16'15" W 50.05 FT ~ >r / ~0 ~ ~ , 'r , \ / ~ / ~ 4 ABC , \ \ >s \ \ \ \ ~ ~
L6 N 46'43 45 E 21.20 FT . ~ ~ ~ ~ ~ . 8 ~ / ~ I I I - \ . I n ~ ~ ~V ~ . 1 \ \ so EXISTING GROUND CONTOUR ~ 1 \ \ \
L7 N 4 ' ~ ~ 3/4 Irn i~ ~ 0 Q ~ / 01 ~ I 1 6 43 45 E 38.80 FT ~ ~ 6 0 , I / \ ar / Q ~ 4J ~ / I 1 1 1 ~ \ \ \ \ \ i \ \ 1 CULVERT INLET PROTECTION (CIP) p I \ \ \ 7)g ~ PROPOSED GRADE CONTOUR
SEWER LINE DATA ~ ~!i ~ I 1 X18 ~ / / S ~ / . / / / I ~ , \ \ 1 ~ N 1 V A \ \ r
LINE BEARING DISTANCE J ~ ~ i o• ~ 1 I off' ~ / I L8 N 62'40 33 W 60.61 FT I 5"h 6~ ~ / / / 1 1 . \ \ . N ~ \ \ \ \ CULVERT W/ HEADWALL OR FES STANDARD DOT ROCK SILT SCREEN,
n ~ t 5i / / / l L9 S 81'57 43 W 196.86 FT 1 ~ Q S ~ ~ - - ~ , , , ~ / I 1 \ \ ~ STONE CHECK DAM 1 1 \ \ \ Q
.~0 1 ~ - - ~ ti - L10 S 89'04'55 W 196.82 FT 1 ~ i ~ 'o•/ k / / ~ ~ / I 1 \ \ ~ 1 \ \ \ TBM TEMP N H Z
L11 N 71'42'40" W 174.47 FT \ 1 ~ { ~ L ~ ~ / I ~ \ ~ I / ~ 6p / ~ ~ ~ \ \ \ CONSTRUCTION/CLEARING LIMITS ORARY BE C MARK J N 1 \ \ ~pN
Lt 2 N 88'12'46" W 322.23 FT i ~ ~ \ ~ ~ ~ -I / •o• 6 / ~ TEMPORARY DIVERSION F I 1 \ \ SECTION NUMBER OR DETAIL LETTER ~ ~ ~ i \ \ ~ ~
L13 N 44'55 58 E 103.18 FT \ / ~ ~ DITC~I TSP. 2 / o ~ ) C EXCELSIORMATTI ~ / / . ~ ~ / ~ ~ 1 \ \ - CENTER UNE N Q ~ ~ 1 \ \ ABC U
L14 N D2'13'20" W 141.95 FT 4" CABC ~ ~ / ~ ~ ' ~ • ~ ~ IN DITCH TYP.) \ ~ • ~ A ~ ~ \ 123 X ~
L15 N 02 34 33 W 132.96 FT f~ i ~ hip g~~ ~ I \ \ SHEET NUMBER (WHERE SECTION/DETAIL APP p ~ ~ \ PROPERTY UNE (I~ OR WHERE SEC110N/DETAIL WAS TAKEN FROM m ~
Lt 6 N 52'10 57" E 119.06 FT \ ~ i ~ / / ' • _ _ - \ / op` / l 15 ENV. 552.00 ~ / / ~ ~ , - / ~ / 1 \ ) ~ o~ ~
! \ 1 \ O O co
New Road Easement _ ~ ~ , - - % ~ / ! r / ~ / S I ~-1DD TEMPORARY DNERSION DITCH TDD a Z M i ( ) ~ ~ ~
A ~ ~dtVE T INLETS / ~ ~ O ~ SEDIMENT FENCE ~
7l PROTECTIOid TYP.) ~ ~ / '~0 ' , ~ _ - - - - LINE BEARING DISTANCE ~ ~ \ ~ - ~ _ ~ ~ ~ ~ r ~ ~ O
~ m / ~ W
L17 N 12'59'06" W 254.55 FT / ~ ~ ~ \ o , ~ ~ WOODS ~ , ~ / ~ 2 / N
L18 N 77 DO'54" E 45.00 FT J r\ ~ ~ ~ ~ ~ , ~ . ~ / ~ - , ~ ~ ~ / Q
J \ s3~ ''l ~ R ~ I N C NT R GEN E LNT ES
„ I Town of o , I ~r y T - o L19 S 12'5906 E 204.14 FT NORTH I Tro usiness L~ ter 0 - X55 ----s----_ Uwhorrre B
I y ~ ~ - i i Deed Book 1 TH E CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS,
CAR OLI N A I eed Bo 369 Page ~o~- - _ 0 15" INV. 550.00-- ~ L L20 S 12'59'06" E 58.97 FT J ~ , / lat Cobinet~Slyde 165-A ~ _ . LAKES, OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THIS PROJECT. c
GRID NORTH / d
L21 S 62'43'12" E 73.56 FT ~ 1 2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COM-
/ 4J - ~ _ _ _ _ _ , MENCEMENT OF CLEARING, GRADING, EXCAVATING, OR OTHER OPERATIONS THAT WILL
L22 N 46'43'45" E 106.96 FT A ~T'FPICAL ROAD ~ , , ~ - - - / ~ ~ DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN m
~ f?-- ~f' y L23 S 43'16'15" E 45.OD FT / , i_------ ARE FOR THE CONTRACTORS REFERENCE. THE DETERMINATION OF WHICH DETAIL IS - - - APPLICABLE AS THE WORK PROGRESSES SHALL BE MADE BY THE ENGIN R.
/ - op ' ~ ~ - ~ ~ ~ TE EORARYSEDI NT D - EE
S 46'43 45' W ~ ~ ~ 1- • ' L24 100.00 FT / i ~ \ - - _ ~ ~ fi TRgp ~ - 3. TEMPORARY OR PERMANENT SEEDING SHALL B P E COM LETED WITHIN 15 DAYS FOLLOWING
/ / ~ i , L~ - LAND DISTURBANCE. SHEET EROSION CONTROL DETAIL SHEET FOR SEEDING REQUIRE-
/ / / WD.~ _ - - - - / / ~ ter. / i r _ MENTS AND THIS SHEET FOR CONSTRUCTION SEQUENCE. z
- Q O s N sr~'12" w _ / _ - 4. SEE EROSION CONTROL DETAIL SHEET FOR TEMPORARY SEDIMENT TRAP AN ~ D CULVERT OUTLET STABILIZATION SIZING. ~
' _ ~ ~ / I / .67.28 FT ~ RIGHT OF WAY ~
Easement i ~ ,,a. DISTANCE FROM EDGE OF 5. EXCELSIOR MATTING SHALL BE PLACED IN DITCHES AND OTHER AREAS THAT EXHIBIT -
/ 0.44 Acre t ~ do s " ¦ - - _ _ _ J - - _ , - ~ ~ j ~ + oplar Tree 8 OR 1Q. ~E9P~R UNE MULCH DISPLACEMENT FROM VELOCITY SCOUR. ~ R/W TO ROAD CENTERLINE ~
~ i L9 ~ -APPft~XIMATE L ~ . ~ S 0 _ i ~ , OCATION VARIES ~
~ ~ - 85 L.F. 48" RCP- o , ~ 6. ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTICAL TO MINIMIZE EROSION. W
~=4- ~ 0 271 ~ o~ ~ , WHEN WORK IS TO CEASE FOR OVERNIGHT OR LONGER, THE OPEN TRENCHES SHALL c
_ ~ ~ ---t A ~ _ s - I ~ - - _ _ _ _ f - - - - ~ ~ , ~ - - s ~'~M , I ~ ,j, ~ CF1AIt~ UNK FENCE SHOULDEI 6' 30' OF S 9.5 B ASPHALT, 2" THICK g' 6' BE LEFT SO AS TO PREVENT WATER IN THE TRENCH DUE TO RAIN OR OTHER CAUSES FROM BEING CHANNELED INTO A CREEK, LAKE, ROADSIDE DITCH, ETC. UPON START UP
SHOULDER SHOULDER DITCH OF WORK AGAIN, ALL WATER IN THE TRENCH SHALL BE PUMPED INTO A STONE FILTER
~ - ~ f ~ r / ~ ,NEW 48 INV. ~ + ~ END NOT ~ ~ / ~ \ TRENCH AS DETAILED HEREIN. ~
/ / _ - _ .ELEV. 536.30 , - .IAI ~~53 00 ~ . ACCESSIB " / / _ ~ / ~ ~ ~ 1 PER F " 1/4" PER FT. 1/4" PER FT, "
~ ~ 1 PER FT. 1 PER FT. 7. THE CONTRACTOR SHALL AVOID THE PLACEMENT OF ANY MATERIAL OVER ANY EROSION
/ f~_ \ ~ tlf00 ' i EXIST. 4 _ - - - '-'y CONTROL DEVICE WHILE IT IS IN USE. 4~1 2.
/ ~ \ A ~ CULVERT INLET ~ 0 BE RE ~ _ 2. " 1;1 ~ii~i~ 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AT THE END OF
/ ~ ~ ~ ti• x ~ \ 2 PR ECTION TYP. ~ • , ~ti 8 COMPAC _ ( ) i 1 < 8 COMPACTED AGGREGATE z 6» EACH WORK DAY, IN ORDER TO MAINTAIN A GOOD STATE OF REPAIR, UNTIL THE USE
~ 1 y 2 0 1 ~ ~ BASE COUR, \ ~ \ ~ , u / BASE COURSE UNDER ROAD OF TH Q E DEVICES ARE NO LONGER WARRANTED. AT THIS TIME THE DEVICES SHALL BE
REMOVED AND DISPOSED OF SO AS TO CAUSE NO a P STREAM SILTATION. IC AL A S CT 10 N
I ~ g 0, ~ ~ ~ / ~ ~ mound:-7 -Iron"R€bors \ ti ~ / ~ , ~8 \ ~ ? ~ / A ~ ~ Q NO SCALE - Z
\ ~ - _ - - _ - - _ ~ \ ~ T- ~ . ~ / at three corners of the ~ ~ ~ ~ - ~ ~ / ~ ~ Pum in Station Lot o z
~ P 9 a - C~ J
~a•ti ` ~ ~ •T/ ~ a o
~ ~ \ ti ~ ~ ~ k 1 / ~ z~ z
~ ~ ~ , EXIST. ~6RAVEL _ ~ ~ ~ _ ~ _ ~ / _ DRIVEWAY ~ - 540 o a o- a
-•-ti~ ~ ~ ~ 560 \ - ~ ~ Set: 3 4" Iron R~ ar - _ - J V
/ I ~ North - 578,357.66 ~ L _ , _ _ _ _ _ _ - / 560 a =
~ ~st = 1,722,477,60 FT\ ~ , ~ - - - - - ~ ~ _ ~
~ ~ . / ' Tb BEIAflL / W ~ = H ~ Curve Lengt 100.00
urve Len th = 100.00 - ~ 9 K - 7.76 z
~ ~ ~ ~ a~ ~ ~ ' 3 o TEMPORARY DIVERSION - - . - - K= 0.00 E=1.61 / ~ y z _ W E - 0.62 y
\ ~ ~ 5 ~ ~r ~ { - 555 ~ ~ ~ 0 ~ ~ ~ ` '6FT H TYP ~ ~ i ~ r ~ h~ I ~ / 555 z
/ ~ ~
91 , V V 2.00 , ~
~ SQ gj ~ I I -550 p . ~ . ~ ~ • o ~
~ ~ ~ ~ ~ 550 ~ o ~ r; ~ ~ m . ~ ~ ~ c,, 0'~°
~ s91 Poge ~ ~ { ~ Easement No. 2 N o t` v r1 ~ 8 V a ~ ~ y 550
>I~T D ~ I \ 0. J9 Acre t , , - N rive ~ o U ~ 1°n ' : ~ O ° N I II ode
\ \ ~ \ 0~ \ ' / l~ N \ ~ / ~ o I a N p + ~ D49 J + N ~
- E .-C6N~TRUCTION B Q O N \ o W N J
\ \ ~ I ~ > yd ~ I ENTRANCE (TYP.) 2 ~ w II II o U III II II w a UIW Q ON > Q Q~ ~ /
\ ` ~ ~ ~ ~ ^ 545 \ -r ~ ~ J 545 PRO~CT NUMBER
~ \ \ ~ / ~ ~ 1 ,I I \ \ ~ ~ ~ fl \ 1 \ V / ~ V) W ~ ~ ~ ~ - a MCC-06-007- DD I ~ ~
\ ~ / I I \ \ ~ ~ Uwh I u ~
~ DESIGNED BY Q > ~
\ \ ~ ~ ` \ Deed H J ~ ~ ~ 5 ~ ~ W '~D ~ ~W~ ~ 9 `L /
\ \ / ~ ~ ~ ~ ~ 540 \ \ \ \ / ~ I \ i N H ° ~ / 540 DRAMIN BY
\ ~ / < / JWW
i p„
0 \ \ \ Rackm - 602.96 FT , \ \ \ \ \ Q \ Arc =/50.01 FT / JWW
\ \ \ 535 \ \ a, Chord~Iniormation / I \ 1 NEW 48" RCP- INV. L 535.54 535 SCALE
\ \ N 308'44" W / 1 "=40'
50.00 FT / \ \ p - . \
r DATE N O 00 r U') cO r
°o~' oUO o~ o~ ~U-) FEB. X06
\ \040 \ 530 + + 0 ~6 O N O CO V-) O It LO tr) Ul) Lh Ln 530
\ o \ ? -1+00 0+00 0+00 1+00 2+00 3+00 4+00 5+00 of
dwg 1:1

,
Lo
HO~A'•.
SUPPORT POST "
• ~ . / • A. i.~~
IN CHANNELS, ROLL OUT STRIPS OF MATTING PARAI TATTING PARALLEL TO X ; ; ~ , .
THE DIRECTION OF FLOW AND OVER THE PROTECTIVI E PROTECTIVE MULCH Q COMPACTED FILL W : 3;~, ~ :s:'~ ~~,;ti
3' NATURAL 1' THICK GROUND MATTING NORTH FL~__OW_- ~
FLOOD STORAGE ZONE #57 STONE AMERICAN GREEN 00 ~ a~
i~~i~; MODEL S75 ~ ~ '~/~~~~/j~/~
i ii~~ii~~ii~~ OR EQUAL SEDIMENT STORAGE ZONE ~\~~~,T_ ~/j~ „ ~j~~~ 8 MIN.
~n
z ~ ~
FLOW 4" ~ ~
~ ~ INVERT PIPE ~ ~ FENCE FABRIC ~ - MIN. ~ w
'V~~~A~~~~~//, 8' ~~o
1'
SECTION A-A TYPICAL CROSS SECTION
6' FENCE O•C.
MAX FABRIC
INSTALL STAPLES EVERY FOUR FEET IN IUR FEET IN P T P T
FLOW LINE, ALTERNATING EVERY TWO dERY TWO SUP OR OS ~ TYPICAL FALL STAPLES ( )
INVERT PIPE FEET ON EITHER SIDE. INSTALL STAPLES EVERY FOUR FEET ALONG TOP EDGES fOP EDGES
A A
STAPLE
(TYP) - ~
O " ~ ~ N
FLOW 1 18" OVERLAP i~~~~~ -18 OVERLAP (TYP) W W y W ~ ~
~ ~ ~ ~ ~ ~ N . . /iV/~V~ V~~V~~V/~\ \ ~ ~
\/\~j\ ~~/~~/j//%//j~/~~/~~/~~/ N
y~,~~~,~ /i~/r ~//j~/~~/~~/~~/~~/ /j ~/j O ~
CLASS B RIP-RAP ~ Q lr7
JOIN STRIPS BY ANCH~ 4" x 8" N I BPS BY ANCHORING U to
AND OVERLAPPING AS TRENCH X M ?LAPPING AS SHOWN NOTES: O = ~p
m
NOTE: DIMENSIONS ARE MINIMUM UNLESS ANCHOR MATTING IN 1. SUPPORT POST: EITHER 4-INCH DIA. PINE, 2-INCH DIA. OAK O O co
OTHERWISE SPECIFIED BY THE ENGINEER. 6" TRENCH (TYP) OR 1.33 POUND LINEAR FEET STEEL. Z M / M
O"
2. FENCE FABRIC: EXTRA STRENGTH SYNTHETIC FILTER FABRIC ~
X L I MA I N N c I L I V A L IN OR PERVIOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER O
2 NO SCALE 2 C OR POLYETHYLENE YARN MEETING SPECIFICATIONS AS SHOWN ~ m
NO SCALE 2 F N. TR W IN TABLE 6.628 0 C. EROSION AND SEDIMENT CON OL = PLANNING AND DESIGN MANUAL. ~
Q
3. IF FENCE FABRIC JOINTS ARE NECESSARY, SECURELY FASTEN
THE FABRIC ONLY AT A SUPPORT POST WITH OVERLAP TO THE
NEXT POST.
12" THICK LAYER OF
#57 WASHED STONE 5 0' 5,0' 2.1 SLOPE 4. ANCHOR BOTTOM OF FENCE FABRIC IN TRENCH WITH BACKFILL P OF COMPACTED SOIL OR GRAVEL. a
MIN MIN.
1:1 SIDE SLOPE (TYP) }
T F N IF NECE m DIMEN E S ARY SE S
2:1 SLOPE 5.0' MAX. E CLASS B NO SCALE 2
RIP-RAP ~
1800 CU FT/ACRE 0
NATURAL 6'-0"
GROUND BASE LENGTH ~i. FILTER FABRIC
2' MIN. Z 0
SECTION A-A LEVEL - COMPACTED SOIL CROWN
FROkI DITCH d
„ EXCAVATION -
s, 21" MIN. o• 2:1 SIDE SLOPE MAX. MIN. BERM r (PLACE ON ~
J~~ ~~2 LOWER SIDE N
Q WEIR OF DITCH) / r~~/r ,r
1.5' y ~ ~ ~i~,r
~ ray, ~ 2.1 SLOPE /~~~%~~i~~~i~~i~~~i~~ ~ . ~ ~y:~ ~
6.0' y'~\ EMERGENCY BY-PASS OR FLATTER //i~/i~/%/i~/%/i~/%/i//~~/i ~ //~r/i
MAX. DEPTH 6 BELOW TOP OF TRAP / / / ~ r ~ .PTH fin.. • ~~i ~%i~~ ~ r/~/ ~i,;//~///~/~i
~ ~ /~j i
6" THICK MIN. OF
-3" COARSE STONE 1:1 SIDE 2 FILTER 3.0' SLOPE 1 SIDE 1:1 SIDE SLOPE (TYP) NOTE: THE DNERTED RUNOFF SHOULD BE RELEASED THROUGH A _OPE STABLIZED OUTLET, SLOPE DRAIN, OR SEDIMENT TRAPPING MEASURE. ~
FABRIC MIN. MAX. 4X. Z z
NATURAL GROUND T IT H P RY P RMAN N DIVERSION D C M F a
~ BASE WIDTH ~ti a NO SCALE 2 J a
a a a - ~
SECTION B-B ~ ~z z
NOTES: JZ-O- J J
1 A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFlC WILL V e oa 0 0
BE ENTERING OR LEAVING A CONSTRUCTION SITE TD OR FROM A PUBLIC STREET. o~ a ~ N oc z A IL AM N
IF THIS LOCATION IS SUBJECT TO SEEPAGE OR HK~H WATER TABLE STABILIZE a a 0
FOUNDATION WITH GEOTEXTILE FABRIC. z Disc the area to be seeded to a minimum de th of 4-6 inches. 0 P F..
0 V
2 THIS ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT A A V _ Remove all loose rock, roots, etc., leaving surface smooth and uniform. _
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE ~ ~ . _ ~ ~
AS CONDITIONS DEMAND AND REPAIR AND/OR CLENJOUT OF ANY MEASURES Ap I lime and fertilizer evenly and incorporate into the top 4 6 inches z ~ PY ~ O
USED TO TRAP SEDIMENT. of soil by disking or other suitable means. Operate machinery on the contour. ~ OZ 0 z
W ~ on a fresh) re ared seedbed and cover the seed li htl b rakin or ~ Z Seed Y P P 9 Y Y 9 ~ z
3 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS chain dra in ;then firm the surface with a roller or culti acker to rovide 0 ~ W 99 9 P P Q
MUST BE REMOVED IMMEDIATELY. ood seed contact. 0 9 ~ V
4 WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO V WOCO
ENTRING A PUBLIC STREET. WHEN WASHING IS REQUIRED, R SHALL BE DONE Mulch oll seeded areas immediately and anchor mulch. \ ~ ~ ~ -
ON AN EREA STABILIZED WITH CRUSHED STONE WHICH DRNNS INTO AN PLANTS & MIXTURES PLANTING RATES ACRE PLANTING DATES I"' V m B / W
APPROVED SEDIMENT BASIN. TRAP PLAN ~ - H ~
Tall Fescue 80 - 150 Ibs/acre Aug. 15-Oct. 15 ~ ~
Feb. 15-May ~
N I U N L B RY ORA TM SEDIMENT TRAP SCHEDULE Tall Fescue & 50 Ibs/acre Feb. 15-Apr. 30 Scar.
NO SCALE 2 - Sericea Lespedeza 60 Ibs/acre Nov. 1-Feb. Unscar.
DISTURBED REQUIRED TRAP REQUIRED SURF. TOP TRAP N0. AREA ACRE VOLUME CU. FT. AREA SF LENGTH FT. ~ TOP TOP PRO~CT NUMBER DEPTH (FT.) WEIR (FT.)
~ ) ( ) ( ) ( GTH (FT.) WIDTH (FT.) Tall Fescue & 60 Ibs/acre July-August MCC-06-00]-D~
TST-1 0.17 306 213.4 25.0 Browntop Millet or 30 Ibs/acre 25.0 12.5 3 4 DESIGNED 8Y
TST-2 0.19 342 252.6 25.0 Sorghum-Sudan (Millet & Sorghum must 25.0 12.5 3 4 Hybribs be kept 10-12" max. height) ,1V11W
TST-3 0.18 324 326.7 25.6 25.6 12.8 1.5 8 or~?wN eY Tall Fescue & 70 Ibs/acre Nov.1-Jan.
TST-4 0.60 1080 736.2 38.4 38.4 19.2 2.1 4 Ryegrain 251bs/acre MDC
TST-5 0.73 1314 683.9 39.0 39.0 19.5 2.8 4 (Keep annuols cut
1n_1~"1 CHEgCED BY
v v ~ , JVYW Weeping Lovegrass 5 Ibs/acre Nov.1-Jan. SCALE
TEMPORARY SEDIMENT TR ENT TRAP D
NO SCALE 2 Common Bermuda9rass 8-12 Ibs/acre (hulled) April 15-June 30 NONE
15-20 Ibs/acre (unhulled) Feb. 1- March DATE
FEB. '06
2 OF
PROJECTS MYRICK KRDRENTH DWG DEGILS. 1:1
71
06

_ _
Y
COMPAN ~
1~. R. DRENTH Montgomery County,
Norfh Carolina;
CIVIL SITE P C/0 MYRICK CONSTRUC PACKAGE
1CTION COMPANY
-06-007-DD
Project No. MCC- FEBRUARY 2
2006
SITE
SHEET INDEX ?'"'t~ ta~ ~ ~
1. SITE PLAN i °j0~! 2 ' I
~O9 ~
+06 ~1~
2. SITE \ EROSION CONTROL DETAILS Z 06
2~
TILITY N~ N~"y o
SITE 8~ UTI
DESIGN SER ITE PO BOX 2151 RVICES
si
6 UTILITY ASHEBORO, NORTH CAROLIN DESIGN VOICE (336) 636-54 'OLINA 27204
- 5422
636-542 -5421 VICINITY MAP
FAX (336)-
NO SCALE
rojecis\MCC\dwg\Cover.dwg 1:1

-.r
~ ~
oun
Iron Pipe at pine stump _ -
Found: Tie Line - - - 3/4" Iron 5'12„ 'N - -
Rebar - S 863 ~ \ ~ ~ ~
Tie Line ~ 268.82~FT \ \ \ \ \ ~ ~ ~ s o ~ . 1 U
\ :;~b = U : •
_ • - 321.34 FT \ \ \ \i ~ \ \ \ \ • ~3:
~ I I \ \ 0 ~ ~ \ \ \ ~ \ I \ 0 \ y \ \ \ \ r. S •.r ~d ~ y.• N
I Foundl I \ \ • \ \ \ \ \ l I A ~ \ / SS WO S \ 3/4 Irpn ~ v I \ \ \ p S ~ V A A \ < \ 4 4 h ~~i 'V
~ ~ Reba I ~ / \ \ WOODS \ / ~ \ \ \ \ 0 \ \ \ \ 89 9~ 4 F ~~~h N~~, \ ~ p\~ Tle Line ~
~ / \ i \ \ ~ \ \ I I 1 I ~ \ \ \ \ \ \ \ \ \ \ \ \ ~ S 71'04'44" E
I I I I ~ ~ ~ \ \ \ \ \ \ \ \ / \ \ \ \ \ \ ~ ~~z-- \ . 13.44 FT \ \ \ \
I ~ I \ \ \ \ \ \ \ / I I / ~ ` ~ / ~ \ \ \ \ ` Found:
I / I \ \ \ \ l ] I I ~ I ~ V / CONSTRUCTI LIMNS \ \ V A \ ` \ \ \ 3 4" Iron \ \ ~ \ \ ~ \ \ \ ( _ _ _ \ Rebar }
/ ~ / V I ~ ~ v~ \ \ \ I I / / / I , A \ \ \
~ I / I I / / 1 I I .00 \ \ \ \ \ \ \ \ \ ~ \ Found: Z \ \ \ \ \ \ Iron ~ ~
/ 1 / I ,off ~ , \ \ 1 / / / I ~ ti 7~' \ \ \ \ ~ \ \ \ \ ~ \ \ Rebar ~ w
/ f I I EARIN ~ ~ ~ \ \ / / \ ~ G \ \ \ \ \ / / / / I I /'Si \ \ \
/ / / / I ~ 1 \ \ \ \ \ \ \ \ \ \ \ \ ~ ~
/ / / I \ / i I ~ \ \ \ \ ` ` \ ` ` ~ GRADING AND ER \ OSION CONTROL LEGEND \ \ \ \ \ \
I / I 1 1~ \ i' I \ /i ~ ~ ~ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \
~ ~ \ / I ' : T TA I ~ o \ AEA \ AEA \ \ ~ ~ ~
I ~ L - j / / ~ _ .2~ A rely ~ PUMPING STATION \ _ _ - / / ~ / ~j60 \ ? I ~ ~ II\\ OODS\ \ \ \ ~ EXISTIN N CONSTRUCTION ENTRANCE/EXIT, ~re~ 2 \ \ \ \ \ G TREE LIE RIP-RAP CHANNEL
LINE BEARING DISTANCE ~ \ / / / 1 •~y~COO ate \ / ~G / / ~ I 1 \ \ \ \ ate \ \ \
L1 S 43'16'15" E 87.60 FT ~ •oy • ~ / ~ \ ~ ~ ~ \ a / 1 ~ 1 ~ 1 \ \ \ ~ EX STING FENCES EXCELSIOR MATTING
L2 S 46'43'45" W 60.00 FT 1 \ / ~ ~ _ ~ 1 + D~ / ~ / ~ TS~T 5 I \ \ \ \ \ \ o
1 ~ ~ L3 N 43'16'15" W 13.33 FT ~ \ ~ ,hj / 0• / ~ / ~ \ \ \ \ \ \ DRAINAGE COURSE T5T-1
o ~ L4 N 43'1615" W 24.22 FT \ ~ ~ / / I ~ • ~ ~ ~ \ \ \ \ ~ \ \ \ \ TEMPORARY SEDIMENT TRAP (TST)
43'16'15" W 50.05 FT ~0 / Q / g0 fj ~ , \ • / ~ / *;j ABC , T 1 \ k \ \ \ \ -J" ~5 ~ EXISTING GROUND NT
L6 N 46'43'45 E 21.20 FT • ~ • ~ ~ ~ . _ 8 1 / ~ I ~ ~ ~ 34 Irn ~ ~Q / ~ ~ \ \ \ o CO OUR 1 ~ \ \
L7 N 46'43'45" E 38.80 FT / / i ~ 0 ~ 0 / ~ I ~ / \ ar / Q J 4J / / / I ~ ~ ~ \ \ \ ~ \ ~ \ \ ~ CULVERT INLET PROTECTION (CIP) Q ~ ~ \ \ \ -----7)8 PROPOSED GRADE CONTOUR N
SEWER LINE DATA ` ~ ,f / I 1 1 ~1a . ~ / / s F , / / / 1 1 LINE BEARING DISTANCE 1 ~ ~ ~ p. Q \ \ ~ ~ 1 ~ \ \ \ r
I 6 v / i / ~ / , / / l ~ / I L8 N 62'40'33" W 60.61 FT I 5'h 6~ ~ f ~ / / ~ ~ 1 \ \ ~ N ~ \ \ \ \ CULVERT W/ HEADWALL OR FES STANDARD DOT ROCK SILT SCREEN,
l9 S 81'57 43 W 196.86 FT I ~ P 5 ~ ' - ~ ~ _ _ y ~ / / i / I 1 \ \ , STONE CHECK DAM ~ 1 \ \ \ Q
~ $ ~ ~ L10 S 89 04'55" W 196.82 FT l ~ i 'o• / • ~ / ~ , ~ / I l \ \ ~ z l ~ ~ \ \ \ TBM TEMPORARY BENCH MARK - (~J
L11 N 71'42'40" W 174.47 FT \ \ I / ~ / / I ~ ~ \ \ CONSTRUCTION/CLEARING LIMITS J N t \ \ ~ 0
L12 N 88'12'46" W 322.23 FT / - ~ ~ ~ -I' ~ •o• 66~/ ~ ~ TEMPORARY DIVER F 1 \ ~ , /o / ~ ~ \ \ SECTION NUMBER OR DETAIL LETTER ~ ~ ~ i \ \ ~ In
L13 N 44'55'58" E 103.18 FT \ \ / ~ ~ ~ DITC,J~~(T'~P.) 2 f ~ I C EXCELSIORMATTI ~ / / o ~ ~ ~ / ~ , I \ \ - CENTER LINE N Q ~ ~ 1 \ \ ABC U r
L14 N 02'13'20" W 141.95 FT 4„ ~ / 4 / , CABC / • ~ I \ 123 X ~
L15 N 02 34 33 W 132.96 FT 2 IN DITCH TYP.) \ ~ ~ i ~ ` \ \ SHEET NUMBER {WHERE SECTION/DETAIL APPEAR Q ~ / ' \ \ PROPERTY UNE (I~ OR WHERE SECTION/DETAIL WAS TAKEN FROM) m
L16 N 52'10'57" E 1 1- / ~ / ~ ~ 'S ~ 19.06 FT \ \ ~ / ~ / ~ ' - _ - 6~ ~ / 1 15 ENV. 55200 ? / / , ~ / / ~ \ ~ ~ ~
1 \ I \ ~-TDD TEMPORARY DIVERSION DITCH TDD a Z M
New Road Easement - ~ ~ ` - - % ` ~ / ! ~ ~ ~ , ` / ( ) ~
\ ~ ~ A ~ ~ULVE T INLET / , ~ ~ J ~ _ O j SEDIMENT FENCE ~
LINE BEARING DISTANCE 2( PROTECTION (NP,) ~ / ' , ~ , _ - - - ~ O
~ ~ m ~ W
L17 N 12'59'06" W 254.55 FT / ~ ~ ~ \ ~ p ~ WOODS ~ , / / \ \ , fi / i~ i~ / / ~ 2
/ / Nom, oo - i-~ _ _ - , L18 N 7T00'S4" E 45.00 FT I n \ \ ~ ~ , ~ / ~ - _ ~ ~ ~ ~ / N ~ Q
ER ~ SIGN C ONTR OL G N L NOT
„ I Town f ~ ~ I o ~CoY ~ - , yp L19 S 125906 E 204.14 FT NORTH I Tro usiness L~ ter Q - - ~5 Uwharrie ' , Uwharrie B
I y ~ - ~ Deed Bo 369 Pa e ~lN- - Deed Book CAROLINA ~ I 9 0 15" INV. 550.OQ~ ~ Deed Book 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS
L2D S 12'59'06" E 58.97 FT / iat Cabinet Slide 1S5-A LAKES, OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THIS PROJECT.
GRID NORTH 1 , ~ _ _ - P a
L21 S 62'43'12" E 73.56 FT ~ ~ - 2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COM-
_ ~ ~ ~ ~ MENCEMENT OF CLEARING, GRADING, EXCAVATING, OR OTHER OPERATIONS THAT WILL
L22 N 4fi'43'45" E 106,96 FT A `TYPICAL ROAD y ~ , , ~ - - - - - - - - ' / ~ ~ . DISTURB THE NATURAL PROTECTION. THE EROSI N } 0 CONTROL DETAILS SHOWN HEREIN m
y L23 S 43'16'15" E 45,00 FT ( i---------`---------- ARE FOR THE CONTRACTORS REFERENCE. THE DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE MADE BY THE ENGINEER.
- ~ / - ~ ~ , , TEMPARARY-SEDI NT D _
_ - 4 S 46'43'45" W ~ ~ -1 ' ~ - L2 100.00 FT / i ~ - _ _ - ~ ~ ~ fi ~ TRAP (TY ~ -2' 0 3. TEMPORARY OR PERMANENT SEEDING SHALL BE COMPLETED WITHIN 15 DAYS FOLLOWING
/ / / ~ + + ~ l2~ - LAND DISTURBANCE. SHEET EROSION CONTROL DETAIL SHEET FOR SEEDING REQUIRE-
~ woo~.s-- MENTS AND THIS SHEET FOR CONSTRUCTION SEQUENCE. z
~ Spa ~ ~ _ _ - - 4 4. SEE EROSION CONTROL DETAIL SHEET FOR TEMPORARY SEDIMENT TRAP AND CU V T ~
Q ~ S N 62'4~i'12" W L ER _ OUTLET STA8IUZATION SIZING. ~
~ / i RIGHT OF WAY d
Easement ~ ~ \ e _ ~ ~ R150.00 ~ ~ n - / ~ , 0.44 Acre t ~ ~ ~ , - _ ~ Fo~r>~:-6- , _ - - DISTANCE FROM EDGE OF 5. EXCELSIOR MATTING SHALL BE PLACED IN DITCHES AND OTHER AREAS THAT EXHIBIT
- - _ _ _ , - ~ ~ ~ ~ j ~ ~ t 1 Poplar Tree 8" pR 1 " ssEI~R UNE i ~ r 9- MULCH DISPLACEMENT FROM VELOCITI' SCOUR. m R/W TO ROAD CENTERUNE ~
i ~ S p _ , ~ ~ -APPR$XIMATE LOCATION . ~ VARIES a
~ ~ 85 L.F. 48 RCP- 5 6. ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTICAL TO MINIMIZE EROSION. W
/ ~ _ ®2.71% \ ~ o\ ~ ~ , WHEN WORK IS TO CEASE FOR OVERNIGHT OR LONGER, THE OPEN TRENCHES SHALL o
_ _ ~ - -•fi ~ ~ ~ s ~ , ~ _ , J ~ ~`'Z , , CaAlt~ LINK FENCE ' 30' OF S 9.5 B ASPHALT, 2" THICK 6' g' BE LEFT SO AS TO PREVENT WATER IN THE TRENCH DUE TO RAIN OR OTHER CAUSES FROM BEING CHANNELED INTO A CREEK, LAKE, ROADSIDE DITCH, ETC. UPON START UP
_ - - _ ~ / , SHOULDER _DER SHOULDER DITCH OF WORK AGAIN ALL WATER IN TH E TRENCH SHALL BE PUMPED INTO A STONE FILTER d
= - I , \ / ~ ,NEW 48 INV. , ~ END NOT ~ TRENCH AS DETAILED HEREIN. _
/ ~ _ _ _ ` .ELEV. 536.30 wooos , _ 1~1u.~53 00 ACCESSIB „ 1 4" PER FT. 1/4" PER FT. p
/ - ~ . ' / \ ( ~ 1 PER FT. R FT. 1 pER 7. THE CONTRACTOR SHALL AVOID THE PLACEMENT OF ANY MATERIAL OVER ANY EROSION
/ ~ \ ~K, W00 ' ~ EXIST. 4 - 4, CONTROL DEVICE WHILE IT IS IN USE. .1
/ \ A ~ CULVERT INLET \ TO BE RE ~ 2 i, 1:1 `~~\,c 8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AT THE END OF
1 2 PR ECTION TYP. \ , i, 8 COMPACTED AGGf - ~ ( ) / , PACTED AGGREGATE Z 6" EACH WORK DAY, IN ORDER TO MAINTAIN A GOOD STATE OF REPAIR, UNTIL THE USE
~ ~ 1 2 ' ~ ~ BASE COURSE UN ~ 0 1 ~ ~ DER ~URSE UNDER ROAD Q OF THE DEVICES ARE NO LONGER WARRANTED. AT THIS TIME THE DEVICES SHALL BE
1 \ ,r ~I REMOVED AND DISPOSED OF SO AS TO CAUSE N a TYPI 0 STREAM SILTATION. AL ROA S D ECTI ON
~ ~ ~0 ~ ~ ~ / ~ _,_~ound:-7f$ Iran-Rebors - \ o~ I ~ A ~ Q NO SCALE - z Z
\ ~ _ _ - _ - _ - _ ~ ~ T ~ - ~ / at three corners of the \ ~ 1 ~ - / _ - _ _ - ~ ~ ~ . ~ Pumping Station Lot O
- \ \ o ~ ~ / , ~ a - C~ J
,ry 1 , > , a o z~
\ a wagDS ~ / u z o a
` ~ ~ , EXIST. GRAVEL o- a
_ ~ ~ ~ ~ - ~ / DRIVEWAY ~ - 540 - -------~k~ ~ ~ 560 ' ~ ~ Set: 3/4 Iron R~ ar - - _ , J V
\ ~ North - 578,357.66 ~ c~A' L , _ _ _ _ _ _ - / 560 a =
~ ~st = 1,722,477.60 FT\ , , - - I _ " - - - - / _ ~
/ W ~ OC H - Curve Lengt = 100.00 F..
~ ~ ~ \ BARING • ~ ' I Tb RE?~dQVEA _ _ 7 - - - .e~,~ - - ~ _ . _ _ _ urve Length - ve Length - 100.00 K = 7 ~ ~ .76 z
~ ~ a6 ~ 3 ' 3 o I TEMPORARY DIVERSION - _ ~ - K = 0•' \ ~ \ ~ 5 / ~ . ? I - 555 K= 0.00 E=1.61 / ~ ~ z W E = 0.62 ~
1 _ ~ , ~ 50 . I 'BfT~H (TYP.) 2 / 555 z
~ \ i ~ n ~ I \ / O O 0
~ ebar: v ~ ~ ~ / o N N .J- I '2.00 V V 12.00 ~ N
~ s \ -ice ~ I \ i \ SO ~ ~0 ~ I -550 ° ~ ~ ~
_ \ ~ \ ~ / , ~ ~ / . ~ \ 550 d ~ \ C ~r w ~o m ~ ~ ~ o ca ~ g V
Kok 491 Poge \ ~ ~ - Easement No. 2 a a ~ h• 550 o II ~ ao ~ e
>~r Dri \ •C ~ I \ 0.19 Acre t , , - ~ o r, ° t` ~ O ° cv I Od
\ \ / f~ ~ 01 \ a \ / ~ o I u ~ > + ~ II ~
~ 0 I TEMI~ T ° ~ \ \ - - / .--C6N'~ RUCTION B Q O ~ o W N ~ J
\ \ ~ I ENTRANCE (TYP.) 2 ~ w II II II p U II I II II w . ~
\ ~ / ~ / D 545 Q > \ \ \ \ ~ i i I .I ~ cnw ~ J 545 PROJECT NUTABER
~ v ~ l y to W ~ ~ _ ~ MCC-06-007-DD
\ \ ~ ~ ti \ \ \ ~ s• .c J I ~ ~ ~ a JJ II II > DESIGNED BY
\ \ \ / ~ i Uwh \ 1 ~ / • _ Q ~ $a H J ~ ~ ~ 5 ~
\ \ ~ I ~ _ \ Deed \ \ \ i ~,r \ I (n W '0 i ~ t7g ~
\ \ \ / \ ~ \ ~ 540 \ \ \ ~ oo I \ / ~ F" o A ~ DRAWN BY 540
\ \ \ \ ~ / ~ \ ~ f \ \ 1 / ~ ~ ~ I ~ JWW
/ CHECKED BY
cS6 \ \ \ \ UUKYL' DATA
\ \ \ \ Radius - 602.96 FT / \ \ \ \ \ \ Q / \ Arc --/50.01 FT JWW
\ ~ \ \ \ 535 \ \ o~ Chord' Information / I \ NEW 48" RCP- INV. L 535.54 SCALE 535
\ \ ~.r N/713-08'44" W / \ \ 1 "=40'
\ \ y \ 50.00 FT / \ \
N r DATE O N cDr ~ p 00 1n
\ \ F ` \ / \ N \ \ o \ / LO \ r \ 0~ ON 0O~ 00"t O~ ~Ln FEB. i06
\ \o" ~o \ 530, +`O 0 LO OL Nan n~ It U') n~ nLn 530
\ a \ ? \ \ -1+00 0+00 1+00 2+00 3+00 4+00 5+00 OF
dwg 1:1
- V

'`'k~ uu~•~'•.
SUPPORT POST ~ . ~s•'•, Ov 1r 4••
IN CHANNELS ROLL OUT STRIPS OF MATTIN G PARALL THE DIRECTION OF FLOW AND OVER TH fTING PARALLEL TO - ~ ; ~
E PROTECTIVE PROTECTIVE MULCH x s"~:3 e'j - Q COMPACTED FILL -u :~n ~ : :W 3:~
' 3' NATUr~L 1 THiC~.~: ;ND .y
MATTING NORTH FLOOD STORAGE~ZONE ~~STONE ~ ;.z
~ ~ AMERICAN GREEN MODEL S75 ~ ~ FLOW \WL / ' `~v~ N
SEDIMENT STORAGE ZONE OR E - QUAL ~ / ~//j//~
1n //j~
8 MIN.
~~/i~~/i~ / ~ FLOW z
~ INVEf?T PIPE ~ ~ }
4~~ J
a' 00 FENCE FABRIC - ~ MIN. ~ N
1' o
SECTION A-A
TYPICAL CROSS SECTION
FENCE 6 0•C MqX.
FABRIC
INSTALL STAPLES EVERY FOUR FEET IN FLOW LINE, ALTERNATING EVERY TWO t FEET IN
INVERT PIPE FEET ON EITHER SIDE. INSTALL STAPLES ~Y TWO SUPPORT POST .L STAPLES TYPICAL
A EVERY FOUR FEET ALONG TOP EDGES ( ) EDGES
A
STAPLE
- - (NP)
FLOW °yy ~
1 18" OVERLAP - /i/ ~ O OVERLAP TYP W ( ) W N
;~~i~~i~ ~ y ~ ~ //VA/VA ~ y y y ~ N
/i//j //A//A// / \,VA~~AA~AA~AA~AAVAAV~ W W ~ W VA
~~i~~i~~ ~~i~~i~ r~/i!/r~//~//~//~V//V/\ ~ ~ ~ ~ Q ~~Aj/AAj/AA//AA//AA/AA//AA/A/ ~ /AA~AA Z
i~ i~ /V~//VA/VA//~~//VA/VA VA \ V /V A//VA//~ J N
CLASS B RIP RAP , \~i~/i~/i~ ~ //~/i~/ice//j/j%//%//%//%/ O N VA,VA~~~A.~\,~A ~ ~ ~
JOIN STRIPS BY ANCHOR Q ~
AND OVERLAPPING AS SF BY ANCHORING 4 x 8 N U S ~PPING AS SHOWN TRENCH X ~
NOTE: DIMENSIONS ARE MINIMUM UNLESS NOTES: O 2 ~ m ~ t0
OTHERWISE SPECIFIED BY THE ENGINEER. ANCHOR MATTING IN
P 6" TRENCH (TYP) LAN 1. SUPPORT POST: EITHER 4-INCH DIA. PINE, 2-INCH DIA. OAK O O ~p
OR 1.33 POUND/LINEAR FEET STEEL. ~ Z ~
O" 2. FENCE FABRIC: EXTRA STRENGTH SYNTHETIC FILTER FABRIC ~
ULV IN L T IN A L I A IN c C OR PERVIOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER O
NO SCALE 2 NO SCALE 2 OR POLYETHYLENE YARN MEETING SPECIFICATIONS AS SHOWN ~ m 2 W
IN TABLE 6.626 OF N.C. EROSION AND SEDIMENT CONTROL =
PLANNING AND DESIGN MANUAL.
Q
3. IF FENCE FABRIC JOINTS ARE NECESSARY SECUR ~ ELY FASTEN THE FABRIC ONLY AT A SUPPORT POST WITH OVERLAP TO THE
NEXT POST.
12" THICK LAYER OF
#57 WASHED STONE 5.0 5.0' 2:1 SLOPE 4. ANCHOR BOTTOM OF FENCE FABRIC IN TRENCH WITH BACKFILL P
MIN. 1:1 SIDE SLOPE (TYP) MIN. OF COMPACTED SOIL OR GRAVEL. a
2:1 SLOPE }
IM m I RY N 5.0 MAX. CLASS E B
RIP-RAP NO SCALE 2
1800 CU FT A / CRE
NATURAL 0 6'-0"
GROUND BASE LENGTH FILTER FABRIC
~ T 2' MIN. Z
LEVEL ~
COMPACTED SOIL CROWN ~
FROM DITCH a
c,~ s , 21" MIN. e~ ° 2:1 SIDE SLOPE MAX. SIN. EXCAVATION - PLACE ON BERM ~
QJ ~~ti ( LOWER SIDE ~
~ ~ WEIR OF DITCH /VV//VV/~~ u~
1.5' ) W r~ ~ 1 Q D
r r r` i~
~ MAX. ' EMER 2:1 SLOPE /\\/i~\~i~\~i\~i~\~i\\ \ .I ~y:'~ \/i\!r GENCY BY-PASS OR FLATT //\//\//\/i\/i\/i\/i\/i\/i\/i~ ~ /i\/i\\
DEPTH ~ BELOW TOP OF TRAP //Y/~~ / ~ . ~
6" THICK MIN. OF /AAj~ ~ VAiVAA VAA VAA~ r////
2-3" COARSE STONE 1:1 /VA/~ ~~~~AA//VA//
SIDE FILTER 3.0' SLOPE IDE 1:1 SIDE SLOPE (TYP) ~ NOTE: THE DIVERTED RUNOFF SHOULD BE RELEASED THROUGH A
FABRIC MIN. MAX. STABLIZED OUTLET, SLOPE DRAIN, OR SEDIMENT TRAPPING MEASURE. ~
NATURAL GROUND z z
BASE WIDTH TEM PO RARY PERM ANENT DIVERSI 0 N IT CH F a a
NO SCALE 2 J a,
SECTION B-B NOTES: a a a
1 A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL E }z z ~z-o-
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. B J ..I Oa v
IF THIS LOCATION IS SUBJECT TO SEEPAGE OR HIGH WATER TABLE STABILIZE O O oc a
FOUNDATION WITH GEOTEXTILE FABRIC. A AT I N oc 8c I A N M NT oc z
a ao Disc the area to be seeded to a minimum de th of 4-6 inches. Z -
2 THIS ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT P O v V H
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING A PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE 0 A V Remove all loose rock, roots, etc., leavin surface smooth and uniform. V =
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES g Q = ~ ~
USED TO TRAP SEDIMENT. _ Apply lime and fertilizer even) and incor orate into the to 4-6 inches ~ ~ Y P p z
of soil b di ~ y sking or other suitable means. 0 erate machlner on the contour. O P Y Q Z ~
3 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS - O z W ~
MUST BE REMOVED IMMEDIATELY. Seed on a freshly prepared seedbed and cover the seed li htl b rakin or ~ z 9 Y Y 9 ~ z
chain dragging; then firm the surface with a roller or cultipacker to provide Q W O ood seed contact.
4 WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE 9 ~ Q V
ON AN EREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN W V OC O Mulch all seeded areas immediately and anchor mulch. ~
APPROVED SEDIMENT BASIN. B ~ ~ - B
TRAP PLAN PLANTS & MIXTURES PLANTING RATES ACRE PLANTING DATES ~ V m W
H ~ Tall Fescue 80 - 150 Ibs/acre Aug. 15-Oct. 15 -
TEMPO RARY GRAV EL CON ST U TION N TR AN E X IT B Feb. 15-May
NO SCALE 2 SEDIMENT TRAP SCHEDULE Tall Fescue & 50 Ibs/acre Feb. 15-Apr. 30 Scar.
DISTURBED REQUIRED TRAP REQUIRED SURF. TOP
TRAP N0. 1 AREA (ACRE) VOLUME (CU. FT.) AREA (SF) LENGTH (FT. WIDTI TOP Serlcea Lespedeza 60 Ibs/acre Nov. 1-Feb. Unscar. DEPTH (FT.} WEIR (FT.) PROJECT NUMBER
(FT.) WIDTH (FT.) Tall Fescue & 60 Ibs/acre July-August _ _ _
TST-1 0.17 306 213.4 25.0 1 MCC 06 007 DD 12.5 3 4 Browntop Millet or 30 Ibs/acre
TST-2 0.19 342 252.6 25.0 1 ~ Sorghum-Sudan (Millet & Sorghum must DESIGNED BY 12.5 3 4 u»F,~~h~ ~,,...1 1!1 17~~ L..~,.L.l~
TST-3 0.18 324 326.7 25.6 1 12.8 1.5 8 1-- uc ncNt iv-iL roux. iiciyiIL) Jww
Tall Fescue & 70 Ibs/acre Nov.1-Jan. DRAWN BY
TST-4 0.60 1080 736.2 38.4 1 ~ 19.2 2.1 4 Ryegrain 25 Ibs/acre MDC
TST-5 0.73 1314 683.9 39.0 1S 19.5 2.8 4 (Keep annuals cut
to 10-12") CHECKED BY
TEMPOMRY SEDIMENT AP AP D Weeping Lovegrass 5 Ibs/acre Nov.1-Jan. JWW SCALE
NO SCALE 2
Common Bermudagrass 8-12 Ibs/acre (hulled) April 15-June 30 NONE
15-20 Ibs/acre (unhulled) Feb. 1- March DATE
FEB. '06
2 OF PROJECTS MYRICK KRDRENTH DWG DETAILS.dw 1:1

K. R. DRENT Montgomery Coun CIVIL SITE C/0 MYRICK CONSTR Project No. MC FEBRUAR SHEET INDEX 'H COMPANY
ty, North Carolina
PACKAGE
'RUCTION COMP/~NY
~C-o6=~-~D ,
3Y 2006
SITE
~tN
Y
.eu
7. SITE PLAN ~~~~aB£
~..w,~
2. SITE \ EROSION CONTROL DETALS
2 f SITE Sc U DESIGN SE 'L fL ab 2~,1~~ ~
2~`'
UTILITY ~ Nay
>ERVICES N °
'TG PO BOX 21 & UTILITY ASHEBORO, NORTH CA DESIGN X 2151
I CAROLINA 27204
C~/ACC VOICE (336) 636 1 636-5422
4plommmaFArn/C~7 FAX (336)' 636- 636-5421 VICINITY MAP
NO SCALE
rojects\MCC\dwg\Cover.dwg 1:1
8

oun Iron Pipe at t
Found: ~ pine stum ,~_r_______^~--
» Tie Line p ~ _ 3/4 Iron _ - _ .
Rebar S 86'35'12 W_,_ •C ~ ~ Line - ~ \ ~ Tie _ _ -C 268.82~T \
i \ ~ S 86'35'12" W - \ \ \ \ \ \ ~ t~' . No
- -•-•r' 321.34 FT \ \ \ \ \ ~ ? ~ • . 4 ~ .~J
T \ \ \ \ \ ~ \ ~ ~ i / \ \ \ ~ \
I Foundf I \ \ \ 60 \ \ \ \ \ \ I I y \ \ \ \ .W .3~''yy \~c ~ J N
3/4 I rpn ~ ~ I \ \ \ \ i~ \ \ \ \ I I 1 I ~ \ ~ s Reba o / \ \ Sp W0~ S \ \ \ S~, y~i ! \ \ \ X104, • ~ G~ r d N
I I ~ I I / I GODS \ ~ \ \ \
I I ~ I ~ \ ~ \ \ \ Tie Line r•' ~ S 71'04'44" E
I I ~ 1 I v v ~ v v v v \ \ \ \ ~ 13.44 FT
/ I / 1 I \ / \ \ \ \ I I I \ X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ Found: \ \ \
/ I / / 1 ~ / \ I I / / / \ I \ CONS`TjZUCTI LIMNS \ ~ I / I 1 \ ' \ \ 1 LIMITS \ \ \ \ \ \ ~ , ~ ~ ~ 3/4 Iron
\ \ \ \ \ \ ~ ~ ~ - _ \ Rebor \ \ ~ }
/ / I I ~ ~ ~ \ \ \ ~ \ \ ` \ \ Found: ~ \ \ \ \ \ \ \ \ \ Iron ~ z
/ / / / / / I 1 •o~ ~ ~ ~ \ ti 7~ . \ / I I 15 ~ A \ \ \ \ \ \ \ \ Rebar ~ ~ cn
/ 1 \ ~ ~ EaRINC \ ~ ? \ i ~ / i / I I ,r'~, \ \ \ \ \ \ ` ` \ \ ~ ~a o
/ / / / / / I \ I \ \ \ \ \ ~
I / i' ~l~ ~ A \ \ \ I \ ~ ~ \ \ \ \ \ GRADING AND EROSION \ \ \ CONTROL LEGEND
I \ I 1 1 \ \ \ \ \ \ \ \ \ \ \ \
I ~ •r / 1 ' 1 ~ ~\TTA AEA ` ` \
PUMPING STATION 1 \ _ _ ~ : j / 0 / ~ , ,1 LINE BEARING - / //.~o~~ , 560 \ I ` ~ .2~ , ~ \ \ ooos~ \ \ • ~ \ \ \ EXISTING N 2~ A rep 2 \ \ \ TREE UNE CO STRUCTION ENTRANCE EXIT
DISTANCE I \ / g \ _ L1 S 43'16'15" E 87.60 FT 1 \ / / ~ f 1 •~~0 ~~y~CO6 ate \ \ \ i \ RIP-RAP CHANNEL
G~ / / L2 S 46'43'45" W 60.0 \ / oy ~ / ~ ~ 1 ` ~ 0 FT 1 \ I ~ 1 1 \ \ i\ 1 \ \ \ s
L3 N 43'16'15" W 13,33 FT \ / ' / ` rr - 1. \ ~ \ \ \ \ \ \ \ tAp EXISTING FENCES T_ I \ EXCELSIOR MATTING ~ 5 1 ~ \
. \ o. ~ y TS~T 5 \ .M / 1 L4 N 431615 W 24.22 FT \ ~ \ / / / p ~ \ i~ \ \ \ 1 1 1
L5 N 43'1 ' \ ~ ~ i ~ ~0 I 615 W 50.05 FT , J 0 .o Q ~ / \ \ \ \ \ DRAINAGE COURSE ~ ~
L6 N 46'4345 E 21.20 FT .r~'"~• / h / ~ +"j 4 ABC ~ f" .r,. ~ ' ~ • ~ >t \ \ C7 TEMPORARY SEDIMENT TRAP (TST7 r , ~ \ \
L7 N 46'43'45" E 38.80 FT / ~ . ~ 3/4 Ir n ~ - ~ ~ r0 ~ ~ ~ \f i / 0 Q• I ~ ~ Aso EXISTING GROUND CONTOUR ~ ~ \ \ \ \ \
SE \ ar ~ Q~ \ / 0 / / WER LINE DATA / , J ~ / q0 . I Q ~ / / I ~ 1 ~ \
LINE B I 18 ~ ~ / / FARING DISTANCE / L / / s , ~ ~ / I LS N 62'40 33" W 60.61 FT 1 I ~ p~ ~ i / 0~ / , / / ` ` \ \ \ P CULVERT INLET PROTECTION CIP ~ \ ~ ~8 ROPOSED GRADE CONTOUR ( ) O
L9 S 81'57'43" W 196.86 FT 1 ~ t ~ / ~ / I / ~ ~ \ \ \ N ~ i 1 \ ~ ~ ~
P S ~ ~ y ~ / , / 9 04 55 W 196.82 FT I ~ g`L - _ ~ ~pY~' ~ ~ / ~ 1 ~ \ \ \ ~ ~ \ \ CULVERT W/ HEADWALL OR FES STANDARD DOT ROCK SILT SCREEN, N
L11 N 71'42'40" W 174,47 FT ~ \ ~ L ~ ` ` \ \ \ \ , STONE CHECK DAM \ \ Q ` ~ \ ~
L12 N 88'12'46" W 322.23 FT / ~ ~ \ ~ ~ ~ / 6flj i i \ \ \ M TB TEMPORARY BENCH MARK Z \ \ \ CONSTRUCTION/CLEARING UMITS - N
„ \ + y ~ 'o• ~ ~ ~ TEMPORARY DIVER$JON F 1 L13 N 44'55'58 E 103.18 FT \ / 0 / 1 1 \ r- N
L14 N 02'13'20" w C EXCELSIORMATTI 1 / ~ ~0 ~ DITC TYP / 141.95 FT , o , ~ 2 ~ \ \ SECTION NUM ~ ~ ~ ~ i , ` \ \ _ BER OR DETAIL LETTER ~ \ \ CENTER UNE Q ~
L15 N 02'34'33" W 132, ~ IN DITCH TYP. \ 4" CABC ~ . / / ' ~ ~ / 96 FT ) ~ ~ ~ , ~ ~ ~ 1 \ \ Aec N f , I V~
\ r / ,l' hip Li 6 N 52'10'57" E 119.06 FT \ ~ 1._- , ~ , , ~ ,phi ~ \ ~ \ 23 X i ~
~ 15 ENV. 55200 ~ / , ~ _ _ _ - a .p~ \ PROPERTY UNE SHEET NUMBER (WHERE SECTION/DETAIL APPEAR O ~ R / 1 \ OR WHERE SECTION DETAIL WAS TAKEN F M ~,6 ,~0 ~ / RO) m
New Road Easement \ ~ , , ~ / ~ • ~ g~ g ~'1 ` \ ~ ~
1 - / , / A ~ ~1~t1~E T INLET\ , / r ~ ~ , ~ ~ ~ ~ ~ ~-TDD TEMPORARY DNERSION DITCH TDD Z P') i ( ) ~
LINE BEARING DISTANCE 2l PROTECTION NP. ~ ti 00. ' ~ _ _ - - ~ / / I
~ I ~ SEDIMENT FENCE ~ ~ ~
L17 N 12'59'06" W 254.55 FT \ ~1"- ~ \1 ~ ~~r~l / ~ ~ O
\ ~ 1 , , , / \ \ N 0 L18 N 77'00'54" E 45.00 FT '~0 _ ~ ~ ~ m ~ W
I ~ \ \ - - I \ i , ~ 2 ~ N
1 S 12'59' f own of ~('o , i L 9 06 E 204.14 FT N ~R TH y r , R Q 0 SI 0 N C 0 NT
I I Troy usiness G~ ter 0 J- ~ 550 2 ~ , _ G N L N 0 S Uwharrie B
1 CAROLINA l eed Bo 369 Paqe ~o~ _ ~ - - L20 S 2 59 O6 E 58.97 FT I - ~ 15 INV. 550.00,- ~ Deed Book
G h i D N 0 R TH / / iot Cabinet `Slide 165-A 1 , , 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE I
L21 S 62'43'12" E 73.56 FT NA ~ ~ ' ` ~ ' _ ` - - ' - - - - D 83 / ~ , , , LAKES S LTING OF STREAMS, _ _ _ _ _ _ , OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THI P S ROJECT. °
~ C / - 0 ~ a 2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED P -
L22 N 46'43'45" E 106.96 FT A APICAL ROAD ~ - ~ ~ . ~ RIOR TO THE COM _ _ _ _ _ _ - - MENCEMENT OF CLEARING, GRADING, EXCAVATING, OR OTHER OPERATI N
/ 1 SE N - - - _ - ~ CIEARI _ , \ L23 S 43'16'15" E 45.00 FT ~ ~ _ _ ~ ~ i 1-' ~f ~ ~ y - _ DISTURB TH 0 S THAT WILL E NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN H I }
/ I ARE FOR THE CONTRA T ERE N m _ _ _ _ _ C ORS REFERENCE. THE DETERMINATION OF WHICH DETAIL IS
/ 1 / L24 S 46'43'45" W 100.00 FT - - , ~ + • , ~ ; ~ EORARYSEDI NT D _ APPLICABLE AS THE WORK PROGRESSES SHALL BE MADE BY THE EN IN G EER.
/ i ~ / / / ~ - - ; ~ ~ , TRAP - 5 -2' . k'
/ ~ i ~2~ - 3. TEMPORARY OR PERMANENT SEEDING SHALL BE COMPLETED WITHIN 1 c LAND DI 5 DAYS FOLLOWING _ STURBANCE. SHEET EROSION CONTROL DETAIL SHEET FOR SEEDING RE I -
/ / WOOS-~' / _ - MENTS AND THIS QU RE ~ _„A.,~.,~ SHEET FOR CONSTRUCTION SEQUENCE.
O 1 ~ p pp _ z
- - ~ / N 62'4 '12" W 4. SEE EROSION CONTROL DETAIL SHEET FOR TEMPORARY SEDIM NT ° L E TRAP AND CULVERT _
e ~ / l,, 'r ,67.28 fT Easem nt ~ ~ ~ ~ - OtfT ET STABILIZATION SI IN Z G. F
/ 0,44 Acre f ~ R150.00 ~ ,,G ~ ~ - Fourul: -6= - . - RIGHT OF WAY d
~ ~ % I 1 ~ ~ sp• ~ ~ 9 ~ + - y oplar Tree 8 OR 1~. R LINE _ r DISTANCE FROM EDGE OF 5. EXCELSIOR MATTING SHALL BE PLACED IN DITCHES AND TH - M 0 ER AREAS THAT EXHIBIT R/W TO ROAD CENTERLINE ULCH DISPLACEMENT FROM VELOCITY SCOUR. z
i ~ . ~ $ Q ~ , -APP~b VARIES °
_ ~ - '85 F ' i ~ , 1phIATE LOCATION . L1 o L.. 48` RCP- • 5 ~ ~ c 6. ALL TRENCHES SHALL BE STABILIZED AS SOON AS IS PRACTI A "
WHEN C L TO MINIMIZE EROSION, m WORK IS TO CEASE FOR OVERNIGHT OR LONGER THE OP N
.i _ - - - ~ - - _ _ - ~ i M i I I , ~ ~ v~ ~ ~ ~Y CI~'AI1~ LINK FENCE 6' 30' OF S 9.5 B ASPHALT, 2" THICK ~ ~ BE LEFT SO ~ E TRENCHES SHALL c 6 6 AS TO PREVENT WATER IN THE TRENCH DUE TO RAIN OR 0TH
SHO FROM BEING CHANNE ER CAUSES UNDER SHO LED INTO A CREEK, LAKE, ROADSIDE DITCH, ETC. UPON STA T UNDER DITCH OF WORK AGAIN ALL WAT R UP
/ ~ ~ ~NEW4" \ I / 8 INV. ~ / / I ~ \ 4 END NOT / _..._..._~.~`;ELEV.536.30 woods ER IN THE TRENCH SHALL BE PUMPED INTO A STONE FILTER ~ TRENCH AS DETAILED H d
/ ~ , , - ~DI1L\53 00 ~ ACCESSIB ~ „ „ EREIN. : „ 1 /4 PER FT. 1/4 PER FT,
\ ; \ s\ 1 P 1 PER FT. 1" p 7. TH ER FT, E CONTRACTOR SHALL AVOID THE PLACEMENT OF AN Y MATERIAL OVER ANY EROSION
/ ~ ~ ~ EXIST. 4 _ _ _ / ~ \ A \ CULVERT INLET ~ ~ - _ / TO BE RE ~ 21 4.1 2. CONTROL DEVICE WHILE IT IS IN USE.
\ ~ ~ ~
, `I 2 ~ 1 / ~ ~ 8 cai > 8" COMP 1:1 8. THE CONTRACTOR SHALL INSP ~ ACTED AGGREGATE ~ ECT ALL EROSION CONTROL DEVICES AT THE END OF
I ~ ~ u ~ ~ 1 \ 0 / 1 ~ / BASE 0 \ h a ~ ~6 ~ . / BASE COURSE UNDER ROA 6" EACH WORK DAY, IN ORDER TO MAINTAIN A Z D GOOD STATE OF REPAIR, UNTIL THE USE OF THE DEVICES ARE NO LONGER WARRANTED. AT THIS TIM Q
REM V E THE DEVICES SHALL BE I 0 ED AND I A DP S OSED OF SO AS TO CAUSE NO STREAM SILTATION. a
\ \ p ~ ti~ ~ ' ~ ~ / ~ _ _ mound:-7f$-Iron'~R-ebars \ ~ - - - - - - - ~ ~ i T5T-~ i _ • ~ ~ / at three corners of the A
_ - - - - - . ~ ~ ~ ~ 1 ~ / ~ ~ Pumping Station Lot _ Z No scALE ~ Q
\ ~ \ / ~ O Z
a - V J
ogos - \ ~ ~ EXIST. GRAVEL a o z
DRIVEWAY - 540 oc z o
- ~ Set: 3/4" Iron R ar ` _ - - - _ _ North = 57 I - - 560 a o- a
~ ~ 8, 357.66 ~ • ~ r- ~ ~ , st = 1,722,477.60 FTC ~ _ h ' L _ ~ ~ _ _ _ _ - - - - / 560
• EIS . 15 EPP V a =
~ ~ ,BLEARING , ~ T ftEMII. - -
_ Curve Lengt = 100.00 W ~ urve Length - 100.00 K = 7.76
\ ~ ~ 5 ~ ~ 3 4 ( TEMPORARY DIVERSION - _ _ _ _ K = 0. I"' ~ O 00 _ Z E - 1.61 /
- - ~ ~ ~ ' ~ 0 ro - ` 'B+T H 555 E = 0.62 ~ z W / 555 ~
y_ \ 7 Iro ~u, ~ _ _ - - Z ~ o
gi , ~ 0
0 v ~ I \ _ \ ~ ~ O ~ I 550 2.00 . ~ V V o ~ .rn ~
491 Poga ~ \ ' ~ ~ ~ 550 o ~r ao VV . d~ Cr sh o i M
~r D \ ~ I \ Easement No. 2 7"ZVe \ \ 1 I \ 0. f 9 Acre t - - - - - + N OIL 0 c0 prj W a ~ ~ t° B ~ N h• V
\ - u~ + ~ ~ II ~ 550
\ \ ~ ~ 0? II II ~°n r ~ o ° cv I de / > + II ~o II II + ~ .~0~ ~ + N ~ G
\ 1`•~ ~ I TEMP:-£6N~TRUCTION B ~ I Q ~ ~ \ ~ w N J Q > O II II w
\ \ \ ~ ~ I > \ y ENTRANCE (TYP.) 2 ~ ~ ~ \ / 1 / \ 0 cn w I- II II ~ p U it I tnw Q> oN ~ a Q> I-
i 545 \ \ ~ i I I I" J /
\ \ ~ a a cn w ~ rn 545 PRO~CT NUMBER > >
\ \ / ~ - - - a a ~ MCC-06- - u ~ 007 DD II
\ \ \ \ i / / I _ Uwh Q > ~ a~ DESI°NED BY
\ \ \ ~ ~ / \ ~ ~ ' _ ~ ~ Deed H J ~ ~ ~ 5 ~ (A W ~ 'OB$ ~ / ~WW
\ \ \ / ~ ~ ~ I 540 H ° A~ F- ~
540 DRAWN BY
s ~ ~ \ CUR DATA ~ \ / JWW
\ ,
Radius =/602.96 FT / \ \ \ \ ` \ \ CHECKED BY
\ \ Arc -450.01 FT
\ \ ~ \ ~ Chord' Information 535 \ \ o~ N Jl3IW 44 W / \ \ „ JWW NEW 48 RCP_ INV. L 535.54
\ \ y \ - 50.00 FT 535 scu.E
1,.=40'
\ F ` o, \ DATE O CN 0) 00 r U-)
0.= p OLO O~ OM '
\ ^ \ 1 \ \ ^ d ~ \ \ 530 O +0 0 ON 000 FEB. 06 OLO C\4 U-) MN +N +c0
\ -1+00 0+00 0+00 ~+pp Lc) U-) 530 2+00 3+00 4+00 OF 5+00 ~
dwg 1:1 C
b r
V

~ _ _ _
~--_._.-.,..w-----
_ ~
No SUPPORT POST v~,. •~.y
IN CHANNELS, ROLL OUT STRIPS OF MATTING PAf MATTING PARALLEL TO • ~ ; - sit
THE DIRECTION OF FLOW AND OVER THE PROTECT THE PROTECTIVE MULCH 4 COMPACTED FILL •v:N
3' NATURAL 1' THICK ~ :W : 3 •tV -
GROUND MATTING NORTH FLOOD STORAGE ZONE #57 STONE •N
AMERICAN GREEN FLO ~ W N
/ //vv~/vv//vv MODEL S75 SEDIMENT STORAGE ZONE OR EQUAL
in
- - 8 MIN.
~i~ z
~~vv~~vivvvvvvv ~ INVERT PIPE ~ ~ r
'V!/~~!/~\/~/~~/~~ - - 4" ~ z ~ J
8' MIN. FENCE FABRIC ~ ~
1' ~~o
SECTION A-A
TYPICAL CROS SECTION
FENCE 6 0. C, Mq
FABRIC X•
INSTALL STAPLES EVERY FOUR FEET I~ "OUR FEET IN
FLOW LINE, ALTERNATING EVERY TWO INVERT PIPE FEET ON EITH R EVERY TWO SUPPORT POST
E SIDE. INSTALL STAPLE STALL STAPLES TYPICAL ( )
A A EVERY FOUR FEET ALONG TOP EDGES TOP EDGES
STAPLE
- - (TYP)
FLOW .y ~
~ " / 18 OVER O 18" OVERLAP TYP ( ) W W W W ~ ~ N
/ W ~ ~ W ~ ~ ~
y ~ ~ y y ~ ~ , N /i~//~//~//~//V//\ V ~ ~ ~
\\j\\j\\ ~A/~~A/~~A//~A//~A//~A//~A//~ / , ~ ~ ~ ~ ~A/~~ Q
CLASS B RIP-RAP %//j//~//j/ / , //~`//~~/'//~~~/~//V//~//V/~ \ V/ - N /~/V//V//~V~~~A.~ p
~A~VAAiV~jA~/i~ VAA~. \,~A~~~ ~ u7 ~ d' ~Q~
JOIN STRIPS BY ANCI ZIPS BY ANCHORING 4 x 8 N U I
AND OVERLAPPING A~ NOTE: DIMENSIONS ARE MINIMUM UNLESS :RLAPPING AS SHOWN TRENCH X ~ NOTES: O = ~
OTHERWISE SPECIFIED BY THE ENGINEER. ANCHOR MATTING IN mF..to
PLAN 6" TRENCH (TYP) 1. SUPPORT POST: EITHER 4-INCH DIA. PINE, 2-INCH DIA. OAK O ip
O OR 1.33 POUND/LINEAR FEET STEEL. r1 Z
UV INL R E I N a I M A IN O" 2. FENCE FABRIC: EXTRA STRENGTH SYNTHETIC FILTER FABRIC IN ~
NOSA C C LE 2 C OR PERVIOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER p 2 OR POLYETHYLENE YARN MEETING SPECIFICATIONS AS SHOWN ~ m
NO SCALE 2 IN TABLE 6.626 OF N.C. EROSION AND SEDIMENT CONTROL W
PLANNING AND DESIGN MANUAL. _
Q
3. IF FENCE FABRIC JOINTS ARE NECESSARY SECURELY FAST ~ EN
THE FABRIC ONLY AT A SUPPORT POST WITH OVERLAP TO THE
12" THICK LAYER OF NEXT POST.
#57 WASHED STONE 5.( 5.0' 2:1 SLOPE 4. ANCHOR BOTTOM OF FENCE FABRIC IN TRENCH WITH BACKFILL c
MIP MIN. OF COMPACTED SOIL OR GRAVEL. a
1:1 SIDE SLOPE (TYP) a
2:1 SLOPE S I } DM N m ETF EN CE IF N ECE S SA RY 5.0 MAX. CLASS B E
r RIP-RAP NO SCALE 2
1804-CU FT/ACRE
NATURAL 0 6'-Op
GROUND GTH FILTER FABRIC
-z - 2' MIN. z
SECTION A-A 0 LEVEL
COMPACTED SOIL CROWN ~
FROM DITCH 4
so• 21" MIN. 1" MIN. EXCAVATION _
J0 2:1 SIDE SLOPE MAX. Q ti PLACE ON BERM ~
~ WEIR LOWER SIDE
OF DITCH) e
`~%`i 6.0 ~ RG N - 2:1 SLOPE ~/~~i~~i~~i~~i~~i~~r~ _ ~ //~i/, EME E CY BY PASS OR //~//~i/~i/~i/~//~i/~i~i~~i~~ 'S
MAX. DEPTH FLATTER ~i~~~~~ i~ i~ i~ i~/i~~i~/i~ /~/i~/i :PTH 6 BELOW TOP OF TRAP i/~i/~~
6" THICK MIN. OF ~/~/i~ /mar $ ~V~i~A~jA~j rA~j
2-3" COARSE STONE ~~~j/ ~V~~AA/V~~//
1:1 SIDE FILTER 3.0' SLOPE 1 SIDE 1:1 SIDE SLOPE (TYP) NOT
FABRIC MIN. MAX. '_OPE E. THE DIVERTED RUNOFF SHOULD BE RELEASED THROUGH A qX. STABLIZED OUTLET, SLOPE DRAIN, OR SEDIMENT TRAPPING MEASURE. ~
NATURAL GROUND Z
y~1. BASE WIDTH Z T MP 0 YP E RM ANENT D IVER SI ON DIT CH F a
a NO SCALE 2 J a
NorES: SECTION B-B a a a
z z
1 A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ~z- o - B ..I J
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. IF THIS LOCATION IS SUBJECT TO SEEPAGE OR HIGH WATER TABLE STABILIZE Oa v 0 0
FOUNDATION WITH GEOTEXTILE FABRIC. A oc a I M N oc oc z
a ao
2 THIS ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT Disc the area to be seeded to a minimum de th of 4-6 inches. Z p 0 V V
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING A A 0 V
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE Remove all loose rock, roots, etc., leaving surface smooth and uniform. V =
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. A I lime and fer i' ~ pp y t Ilzer evenly and incorporate into the top 4-6 inches ~ ~
Z I- of soil by diskin or other suitable means. 0 er ~ 9 p ate machinery on the contour. ~
3 ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS OZ ~ 0 z
MUST BE REMOVED IMMEDIATELY. W ~ Seed on a freshly prepared seedbed and cover the seed lightly by rakin or y z g ~ Z
chain dragging; then firm the surface with a roller or cultipacker to provide Q W
4 WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ood seed o g contact. ~ ~ o
ENTRING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE V W v Mulch all seede ~ 0
ON AN EREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. d areas immediately and anchor mulch. ~ y ~ ~
TRAP PLAN B ~ y PLANTS & MIXTURES PLANTING RATES/ACRE PLANTING DATES V m W H
TEM P RARY L C G V N TR CTI N NT EX IT _ I- OC Tall Fescue 80 150 Ibs/acre Aug. 15-Oct. 15
B Feb. 15-M ~ _ ay
NO SCALE 2 SEDIMENT TRAP SCHEDULE Tall Fescue do 50 Ibs/acre Feb. 15-A r. 30 Scar. P
DISTURBED REQUIRED TRAP REQUIRED SURF. TOP TRAP N0. AREA AC TOP TOP Serlcea Lespedeza 60 Ibs/acre Nov. 1-Feb. Unscar.
( RE) VOLUME (CU. FT.) AREA (SF) LENGTH FT. ~ ( ) NTH FT. WIT DEPTH (FT.) WEIR (FT.) PRO~CT NUMBER ( ) D H (FT.) Tall Fescue & 60 Ibs/acre July-Au ust
TST-1 0.17 306 213.4 25.0 g MCC-06-007-DD ?5.0 12.5 3 4 Browntop Millet or 30 Ibs/acre
TST-2 0.19 342 252.6 25.0
?5.0 Sorghum-Sudan (Millet & Sorghum must DESIGNED BY 12.5 3 4 H nbs " Yb be kept 10-12 max. height)
TST-3 0.18 324 326.7 25.6 JWW ?5.6 12.8 1.5 8
TST-4 0.60 1080 736.2 38.4 Tall Fescue & 70 Ibs/acre Nov.1-Jan. DRnwN eY 58.4 19.2 2.1 4
TST-5 0.73 1314 683.9 39.0 Ryegrain 25 Ibs/acre MDC i9.0 19.5 2.8 4 (Keen annuals cut
i I I I io 10-12') CHECKED BY
TEMPORARY SEDIMENT TR NO SCALE NT _ AP p Weeping Lovegrass 5 Ibs/acre Nov.1-Jan. JWW
SCALE 2
Common Bermudagross 8-12 Ibs/acre (hulled) April 15-June 30 NONE
15-20 Ibs/acre (unhulled) Feb. 1- March DATE
FEB. '06
2 OF
PROJECTS MYRICK KRDRENTH DWG DETAILS.dw 1:1
.
V

/I~~;~
K. R. DRENT Montgomery Coun CIVIL SITE ~H COMPANY ~r~~
n t y, North Carolina
PACKAGE
C/0 MYRICK CONST Project No. MC FEBRUAR SHEET INDEX ,ia~a,~ TRUCTION COMPANY
ACC-06-007-DQ _
?RY 2006
~ SITE
~ ~ ~t~
1 r ` Y 4w'
1. SITE PLAN ~ s
`,d,,
2. SITE \ EROSION CONTROL DETALB z ob ZA.2'I log w
SITE 8~ DESIGN S ITE Po aoX UTILITY Nc Nay o
SERVICES
BOX 2151
& UTILITY ASHEBORO, NORTH DESIGN
2TH CAROLINA 27204
36) 636-5422
CD\/~AC~ VOICE (336)
n v m6rc a FAX (336)-61 ')6)636-5421 VICINITY MAP
NO SCALE
rojects\MCC\dwg\Cover.dwg 1:1
e

oun Iron Pipe at ~oun : _ Iron Pipe at
pine stump pine stump
Found: Tie Line _ _ _ 3/4" Iron g•35'12" w - - - ~u u,~,~~
- - ~ ~ \ ~
Tie Line ~ 268.82~FT \ \ ~ \ ~
S 86.35 \ \ \ \ \ \ ~ ~ \ ~ ~ .fir ~ \
1.34 FT ~ \ \ \ \ ~ \ \ T ~ ~ \ \ s o, ~ ';•b
~ I I \ \ ~ \ ~ \ \ ~ Found) I \ o \ ~ ~ \ \ : r
I I „ l I ~ \ \ \ ~ s \ 3/4 Irpn ~ I \ ~ S ~ \ \ ~ pW0~5 so wOb 5 \ ~ s v v ¢4~
I I I I / R Reba o / \ I \ \ WOODS \ ~ \ \ ~ ~ \ \ \ ~ \ \ '9j ~ Tle Llne
I I ~ I I / \ \ . \ ~ ~ \ \ 1l m n~~ ~ \ \ \ ~ ~ S 71'04'44" E
1 I I 1 ~ V A / v'`~ ~ v 1 I / ~ v t ~ ~ \ \ \ \ \ \ ~ 13.44 FT \ \ \ \ \ \ \ \
/ ~ I J ~ 1 \ \ / \ I / I \ X \ \ \ \ \ ` Found: \ \ \ \ \ \ \
/ I I J ' ` I \ ~ CON U TI / I ~ / \ I \ \ STR C ~ CONSI~2UCTI LIMI1tS \ \ \ \ \ 3/4" Iron \ \ \ f ~ _ \ Rebar
~ I I I / / ~ I 1 ~
/ I ~ ~ I I I / ~ 1 1 I •ti \ \ \ \ \ \ \ \ \ \ \ I ~ \ \ \ \ \ Found: ~ z ~ \ \ \ \ \ » Iron ~ ~
/ / I I h ~ ~ \ ' \ \ \ \ \ \ \ \ \ \ Rebar ~ ~ ~
/ / / / ~ ~ ~ FARING \ ~ ~ \ \ \ \ \ \ \ \ \ ~ was o • \ \
/ / / / I \ / i I ~ ~ \ ~ I \ ~ ~ ~ ~ \ \ \ \ \ \ ~ GRADING AND EROSION CO \ \ NTROL LEGEND
1 I 1 1~ \ \ \ \ \ \ \
~ •r / 1 \ I ~ ~ G / ~ p~' '\TTA AEA ` ` \ \ • 1 \ \ \ pg\ \ \ i ~
\ ~ I ~ 1 PUMPING STATION 1 \ ~ - _ _ _ _ - / 4.~ ~ ~ ~ ~ ~ , 560 ~ ~ I ~ ~ '1 \ \ \ EXISTING TREE LINE CONSTRUCTION ENTRANCE/EXIT, .2~ A rep i~ \ \ \ ~ \
LINE BEARING DISTANCE 1 \ / / / RIP-RAP CHANNEL '6'~COd \ \ \ \ \ ~ \ 1 y ate \
\ / ~ I ~ L1 S 43'16'15" E 87.60 FT 1 ~oy . / ~ ~ ~ ~ ~ 1 \ \ \ ~ n EXISTING FENCES
L2 S 46'43 45 W 60.00 FT ~ \ ~ / 1 ~ 1 \ ~ \ 1 \ \ \ \ o EXCELSIOR MATTING ~ T-5 \ 1
L3 N 43'16'15" W 13.33 FT \ ~ / / p. / 1 ~ 1 1 ~ ~ \ \ 1 1 ~ \
L4 „ \ ~ ~ / / / ~ I N 431615 W 24.22 FT \ / ~ ' •(0 1~ I , \ \ \ \ \ DRAINAGE COU I \ \ RSE I \ 1 \ \ 1
L5 N 43'16'15" W 50.05 FT \ ~ ~ ~o Q ~ / \ / ~ , ~ ~ ABC / , ~ L6 N 46'43 45 E 21.20 FT _ ~ • ~ v• ~ _ 8 ~ ~ ~ I ~.L•~--• J ~ \ ~ TEMPORARY SEDIMENT TRAP • r 1 1 k \ \ \ ~
L7 N 46'43'45" E 38.80 FT / / ~ / Q ~Q Q / J I T I 1 \ I \ \ \ \ \ so EXISTING GROUND CONTOUR
\r ~ ~ ~ p~ I \ or J ~ .'L SEWER LINE DATA / / Q ~ / / / ~ I I ` \ I \ \ \ \ \ \ d' / I I \ P CULVERT INLET PROTECTION (CIP) ~
8 ~ / / LINE BEARING DISTANCE J ~ U ~ / ~ S ~ ~ ~ ~ / / ~ I ~ \ \ \ ~ \ 7~g ROPOSED GRADE CONTOUR
6~ ~ ~ o• ~ L8 N 62'40'33" W 60.61 FT J ~ 5~ 6~ ~ / i / ~ / , I I ~ \ \ ~ N
L9 S 81'57 43 W 196.86 FT 1 ~ P S ~ ~ ~ ~ / ~ I ~ \ \ 1 ~ N / \ \ CULVERT W/ HEADWALL OR FES , STANDARD DOT ROCK SILT SCREEN, ~ ~ ~ ~ \ \ \ STONE CHECK DAM
ti - , L10 S 89'04 55 W 196.82 FT ~ ~ ~ 0 •o. / k / ~ ~ / \ \ \ Q / ~ 1 ~ \ \ ~ Z
L11 N 71'42'40" W 174.47 FT ~ 1 ~ I L ~ ~ / / ~ \ \ CONSTRUCTION/CLEARING LIMITS TBM TEMPORARY BENCH MARK - (V ~ I I ~ 1 \ \ ~
L12 N 88'12'46" W 322.23 FT i ~ \ + ( / o• 56/ ~ TEMPORARY DIVER F F 1 1 \ SON i \ \ SECTION NUMBER OR DETAIL LETTER ~ ~
L13 N 44'55 58 E 103.18 FT \ / ~ DITC TYP. 2 C EXCELSIORMATTI 1 0 , . ~ ) L14 N 02'13'20" W 141.95 FT j / .~y / ~ ~ , ~ 2 I \ \ CENTER UNE N Q
~ IN DITCH TYP. \ 4" CABC ~ / L15 N 02'34'33 W 132,96 FT ~ / / ~ \ aac U I / a ~ I \ t23 n
\ r -f L16 N 52'10'57" E 119.06 FT ~ , / hip / ~ \ \ SHEET NUMBER WHER TI X ~ i F~ \ PROPERTY UNE ( E SEC ON/DETAIL APPEA Q ~
~ 15 ENV. 55200 ~ / , ~ - _ - _ _ ~ .p~ / ~ \ ~ OR WHERE SECTION/DETAIL WAS TAKEN FROM) m
/ ~ I ~ O ~ h / O co
New Road Easement \ ~ ` , , ~ / ~ I ~ ~-TDD~~ TEMPORARY DNERSION DRCH (TDD) a Z M
~ ~ ~ ~ A ~ ~ULVE T INLET / ~ ~ ~ / ~ I / .i O - - - -1" ~ I SEDIMENT FENCE ~
LINE BEARING DISTANCE ?l PROTECTIO>d (TYP.) ~ / ~Q ~ ~ -
L17 N 12'59'06" W 254.55 FT / ~ - ~ ~ \ ~ ~ ~y ~ WOODS / ~ i~ / ~ ~ m
~ / Q ~ ~ / W / 2
L18 N 77'00'54" E 45.00 FT f n \ ' ~ , - - - , , -
I \ R Q SI ON NT R ~ 0 LG EN E RA L N OT ES J
L19 S 12'59'06" E FT I Town of,~oy T l--~' 0~ 204,14 NORTH I Tro ~ - - X56 _ I y usiness Cer,~er ~ _ _ _ _ _ _ _ _ i Uwharrie B
1 eed Bo 369 Po e ~0~ - 1 _ - „ i ,i - ' - ~ CAROLINA I q 0 1 Deed Book 1. THE CONTRA T
5 INV. 550.00-- ' L20 S 12'59'06" E 5g,g7 FT / lat Cabinet Slide 165-A GRID NORTH J ~ 1 ~ C OR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS
/ i ~ , \ L21 S 62'43'12" E 73.56 FT ~ 1 , , . _ _ _ _ _ LAKES, OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THIS PROJECT.
NAD 83 / ~ ~ ~ Q 1 ~ n 2. EFFECTIVE EROSION CONTROL MEASURES SHAD. BE INITIATED PRIOR TO THE COM-
/ A API A ~ - L22 N 46 43 45 E 106.96 FT ~ C L ROAD y ~ ~ , ~ ~ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - MENCEMENT OF CLEARING, GRADING, EXCAVATING, OR OTHER OPERATIONS THAT WILL
1 / 1 SECTIQN CLEARI - - DISTURB THE NATURAL PROTECTION. THE EROSION CONTROL DETAILS SHOWN HEREIN }
L23 S 43'16'15" E 45.00 FT ~ `~f _ ARE FOR THE CONTRACTORS REFERENCE. THE D MI m _ _ , _ _ _ _ _ _ ETER NATION OF WHICH DETAIL IS
- . Q ~ ' / / 1 , - TE P.ORARY SEDI NT D APPLICABLE AS THE WORK PROGRESSES SHALL BE MADE BY THE ENGINEER.
L24 5 46'43'45" W 100.00 FT - ~ , ~ ~ / ~ ~ 1 ` ' 3~-TEMPORARY OR PERMANENTS I ~ . EED NG SHALL BE COMPLETED WITHIN 15 DAYS FOLLOWING °
~ ~ ~ , TRAP (T~,. / / ~ ~ ~ (2 _ _ _ _ _ 1 LAND DISTURBANCE. SHEET EROSION CONTROL DETAIL SHEET FOR SEEDING REQUIRE-
.x. ~ / a-. ~ _ _ _ - . MENTS AND THIS SHEET FOR CONSTRUCTION SEQUENCE.
i / - S{Q ' s
~ i P~ S N 62'4 '12" W - - - 4. SEE EROSION C NT _ _ _ 0 ROL DETAIL SHEET FOR TEMPORARY SEDIMENT TRAP AND CULVERT
Easement No. ~ ~ ~ ~ ~ ~ e _ _ OUTLET STABILIZATION SIZING. r-
/ , ` 0.44 Acre t ~ ~ , ~ ~i< , • , _6-- _ - - RIGHT OF WAY DISTANCE FROM 5. EXCELSIOR MATTING S P - EDGE OF HALL 8E LACED IN DITCHES AND OTHER AREAS THAT EXHIBIT
' ~ I ~ S' {~P'o lar Tree " " f - - - - - i , - r P 8 OR iQ. R LINE R/W TO ROAD CENTERLINE MULCH DISPLACEMENT FROM VELOCITY SCOUR. ~
/ - S O _ ~ , -APP~XII~ATE LOCATION ~ ~ VARIES
uo _ - _ 85 L.F. 48 RCP- o , / c ~ ~ 6. All TRENCHES SHALL 8E STABILIZED AS SOON AS IS PRACTICAL TO MINIMI a
- r ®2.71 o~ ~i _ ~ \ I- ~ WH N ZE EROSION. W E WORK IS TO CEASE FOR OVERNIGHT OR LONGER, THE OPEN TRENCHES
~ _ - 1..-.. I ~ / - . _ . - _ - - 7 - ~ CF1A INK ' 30' OF S 9.5 B ASPHA T ~ ~ BE LEFT SHALL ° 6 L , 2 THICK g 6 SO AS TO PREVENT WATER IN THE TRENCH DUE TO RAIN OR OTHER CAUSES
' ~ + I I ~ Ill FENCE SHOULDER FROM BEING CHANNELED INTO A CREEK, LAKE, ROADSIDE DITCH ETC. UPON TA SHOULDER DITCH OF WOR ~ S RT UP K AGAIN, ALL WATER fN THE TRENCH SHALL BE PUMPED INTO A STONE FILTER
NEW 48 INV. ~ ~ N N / / / J ~/1 ~ E 0 OT ~ TRENCH AS DETAILED HEREIN. _
/ _ _ ELEV. 536.30 ~ . ACCESSI » 1/4" PER FT. 1/4" PER FT, „
R FT. 1 PE 1 PER FT. 7. THE CONTRACTOR SHALL AVOID THE PLACEMENT OF AN ~ Y MATERIAL OVER ANY EROSION
~ , ~ ~ ~ EXIST. 4 _ _ - - - q: ~ Z. r- CONTROL DEVICE WHILE IT IS IN USE.
/ ~ ~ ~ \ A ~ CU IN ~ ~ TO V ~ ~ •1 LVERT LET ~ BE RE ~ 2. 21 » `~~i 8. THE ~
1 y 2 ~ ~ ~ 8 COMPACTED AGGREGA 1:1 CONTRACTOR SHALL INSPECT ALL EROSION CONTROL DEVICES AT THE END OF r• TE EACH z
~ 1 ~ Q/ 1 ~ ~ ~ ~ 1 ~h ~ ~ ~ 6 u~ / / BASE COURSE UNDER ROAD 6 WORK DAY, IN ORDER TO MAINTAIN A GOOD STATE OF REPAIR, UNTIL THE US OF THE D E EVICES ARE NO LONGER WARRANTE . A Q D T THIS TIME THE DEVICES SHALL BE
1 ~ 7 il' 1 ~ P REMOVED AND DISPOSED OF SO A T a s 0 CAUSE NO STREAM SILTATION.
\ \ S~ ~0 ~ ~ ~ / ~ _ _ _ mound.-7 f$ I~r>-R-ebars \ ~ ~ : / at h Q NO SCALE
\ ~ _ _ - _ _ _ _ ~ , ~ ~ ~ - ~ / tree corners of the ~ ~ ~ / _ _ _ _ - _ ~ ~ - ~ Pumping Station Lot z _ o Z
i / \ ~ 0 / ' \ Q V J
`ti ~ 1 ~ - a o
~ ~ ~ ti v z o~
_ ` ~ ~ ~ , EXIST. f~AVEL z oQ r o_
- , ~ ~ ~ ~ - - , ~ / DRIVEWAY ~ - 540 - " -------•-4 ~ ~ 560 \ ~ ~ Set: 3/4 Iron ar - - - _ a F. V
\ ~ North - 578,357.66 ,01 ~ L , , - _ - - _ _ _ _ J V / 560 V
\ ~st = 1,722,477.60 FTC ~ - _ _ _ _ a s _ ~
/ EXIS 15 6PP _ i Curve Len t = 1 W ~ ~ g 00.00
urve Length = 100,00 K = 7.76 F" 0
~ ~ ~ ~ ~ 3 o I I TEMPORARY DIVERSION _ , - \ ~ ~ / ~ 555 - z K- 0.00 E=1.61 / ~ E = 0.62 Z
_ _ ~ ~ PST( ~ ~ ~O ~ . ~ ~T.~H {TYP.) 2 W ~ 555 y z
,n i L ~ , ~ 0 ~
gl `2. V V 00 ,
~ 0 ~ p ~ I - 550 ~ ~ y o ~
o ~ ~ ~ ' ao
ook 491 p ~ / ~ ~ ~ / ~ ~ 550 ~9e ) ~ ~ - Easement No. 2 o~ ~ ~ a N ~ ~ ~ 550
~ ~ I I ~ _ - - _ ~r Dr2v2 ~ ~ ~C ~ ~ 0.19 Acre t o~ pr II ~ o 0 ~ ~ ~ o N I II Od /
\ ~ ~ 0 > + ~ t II + ~ ~~0 J + N G II p ~ \ S W N ~ >
\ ~ / I TEMI~.-C8N`;TRUCTION B \ \ ~ O J
~ ! I. \ \ ~ y ~ ENTRANCE TYP. 2 { ) ~ ~ II II O U III II II W vl ~ • ~ W Q> ON ~ Q Q> H
\ ~ / 1 / 545 \ -r I ~ \ ~ i / ~ 1 I HJ 545 PRO~CT NUM
\ ~ ~ \ ~ w ~ W ~ (n 8ER o_ o_
\ \ ~ ~ w ~ \ \ a- - - J J ~ MCC-06-007-DD II fl ~
~ / ~ ~ Uwh \ ~ a > a~ D~slc>HED BY
\ \ \ ~ / ~,r ~ I ~ ~ Deed \ ~ Ul W \ ~ ~
\ \ ~ ~ ~ ~ I 540 " (fig' H H
540 DRAYYN BY
v v ~ / ~ ~ ~I ~ A\ \ JWW
\ ~ c~ f~iiDOP/11ATA ~ ~ V A. ~
\ \ \ C,)- \ Radius - 602.96 FT / \ \ \ / CHECKED BY
\ \ \ Q / \ Arc -150.01 FT / \ \ \ \ / JWW
\ -~ON \ \ \ 535 \ \ cnor'inkrmation / \ I \ \ \ NEW 48" RCP- INV. L 535.54
\ n N~73MW44` W / \ \ \ \ \ : a \ 50.00 FT 535 scAi.E
\ \ l IN, 1 "=40'
DATE O N 0) aD U-) f-, 0 OOH C> to O~ O~ r
+ U-) N o O N O M FEB. 06
p \ f \ \ \ \ O/ k \ \ \ 530 \ ^ i \ \ \ O~ NIA +~n In +cOD M In It ~ U') In 530
a \ ? \ \ -1+00 I-C 0+00 1+00 2+00 3+00 4+00 5+00 OF
dwg 1:1
r

_ ~
~uy~'~~
Ho
SUPPORT POST •.••v~~• ~"'",sj~'•, .O .i;
IN CHANNELS, ROLL OUT STRIPS OF MATTING PA ' MATTING PARALLEL TO x OMPACTED FILL ~ 3r Q C . W ~ti
THE DIRECTION OF FLOW AND OVER THE PROTEC' THE PROTECTIVE MULCH ~ ; y ; t~ d• ~ h .
- oo N OW ~ p~'••.. ~
3> NATURAL MATTING NORTH s ~'~~NI 11 M~~
1' THICK GROUND AMERICAN GREEN
FLOOD STORAGE ZONE #57 STONE ~ MODEL S75 ~ n
OR EQUAL 8 MIN.
z
T STORAGE ZONE SEDIMEN ~n ~ ~
- - ~ 4.. ~ ~ ~ FENCE FABRIC ~ ~
FLOW MIN. W
~~~~j~~j~ ~ ~ INVERT PIP ~~o
8
TYPICAL CROSS SECTION
1' s o.c
S CTION A-A FENCE 'MAX.
FABRIC
INSTALL STAPLES EVERY FOUR FEET FOUR FEET IN SUPPORT POST
FLOW LINE, ALTERNATING EVERY TWO EVERY TWO (TYPICAL)
FEET ON EITHER SIDE. INSTALL STAP INVERT PIPE EVERY FOUR FEET ALONG TOP EDGE' NSTALL STAPLES
G TOP EDGES
A A
STAPLE ~
(~'P) O
- - ~ " W y N . W W ~ r
18 OVEf 18 OVERLAP (TYP) W W ~ N
FLOW ~ ~i~~~ /i~/A//A/rA/~ ~ ~ y W ~ Q
- - ~i~~\~\// i~~/~~/~ W
~ /~~/~./~./~~/~~/~~/~~//V/\ \ V/ V/~/~ j~~ j~~A/~~~j~A/~A/~~j~A/~~ j ~A//~~ ~ p N
%/~~A~/~A/~~A~~~A~~~A_. In ~ d' ~i ~Q~
4" x 8° N U I
CLASS B RIP-RAP ' TRENCH X ~
JOIN STRIPS BY AP STRIPS BY ANCHORING O = ~ ING AS SHOWN NOTES: m ~ ~
AND OVERLAPPING )VERLAPP
ANCHOR MATTING IN RT POST: EITHER 4-INCH DIA. PINE, 2-INCH DIA. OAK O O ~ ~ 1. SUPPO a Z ~
NOTE: DIMENSIONS ARE MINIMUM UNLESS 6" TRENCH TYP ( ) OR 1.33 POUND/LINEAR FEET STEEL. r~
OTHERWISE SPECIFIED BY THE ENGINEER. O"
PIAN 2. FENCE FABRIC: EXTRA STRENGTH SYNTHETIC FILTER FABRIC ~ OR PERVIOUS SHEET OF POLYPROPYLENE, NYLON, POLYESTER O
N I SPECIFICATIONS AS SHOWN ~ m N HYLENE YARN MEETING W I C OR POLYET
I P A NL I IN TABLE 6.626 OF N.C. EROSION AND SEDIMENT CONTROL = 2 ~
L NO SCALE PLANNING AND DESIGN MANUAL. Q
LE 2 NO SCA
3. IF FENCE FABRIC JOINTS ARE NECESSARY, SECURELY FASTEN
THE FABRIC ONLY AT A SUPPORT POST WITH OVERLAP TO THE NEXT POST.
12" THICK LAYER OF 4. ANCHOR BOTTOM OF FENCE FABRIC IN TRENCH WITH BACKFILL °
#57 WASHED STONE - 2:1 SLOPE a 5.0 OF COMPACTED SOIL OR GRAVEL. ~
MIN.
1:1 SIDE SLOPE (TYP)
~ ARY m S NECES IF C N E T N IM
2:1 SLOPE 5.0' MAX. CLASS B NO SCALE 2
RIP-RAP c
1800 CU FT/ACRE 6'-0"
y,
NATURAL FABRIC ~ z 2' MIN. o
GROUND BASE LENGTH LEVEL
SFC,TION A-A COMPACTED SOIL CROWN ~ n
FROM DITCH
EXCAVATION r BERM
~ 21" MIN.- 21 MIN. (PLACE ON ~
, 2:1 SIDE SLOPE MAX. G ~ LOWER SIDE e OF DITCH / /i /r~~/ W
~J ~~ti : -
QJ WEIR ~ /~/i~/
~ 1.5' r 2:1 SLOPE ~/i~~~~/~~T ~~~i~~ ~ •y1 ~r/~~~/' r~/~~~~y~y~i~iy~i~/~ ~ r~i~
6.0' / EMERGENCY BY-PASS OR FLATTER ~ri~~/~~/i.~/i.~ri,~/i.~/l~ii~~~i~~~i~~ ~ ~r~~~ ~
MAX. DEPTH " ELOW TOP OF TRAP /i,/- ~ir~~i~~~ i~~~~~,r DEPTH 6 6 ~ ~i,~/r~r/ r/~/ /
np NOTE: THE DNERTED RUNOFF SHOULD BE RELEASED THROUGH A
" 1:1 SIDE 6 THICK MIN. OF 1:1 SIDE 1:1 SIDE SLOPE ( ) ~ STABUZED OUTLET, SLOPE DRAIN, OR SEDIMENT TRAPPING MEASURE.
FILTER 3.0' SLOPE 2-3 COARSE STONE SLOPE Z Z MAX. C H
FABRIC MIN. MAX. IT D RSI N a VE NT DI F NE a RMA P ND Y L GROU P TURA M NA
BASE WIDTH 2 ~ a NO SCALE a a a
~ti }z _ z
SECTION 6- J 6 6 J - 0- Z J
V Oa ~ 0
NOTES: B oc a ocz~
F CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL 1 A STABILIZED PAD 0 C STREET. N M A IL N a
OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLI BE ENTERING R TABLE STABILIZE ao z 0
LOCATION IS SUBJECT TO SEEPAGE OR HIGH WATE IF THIS the area to be seeded to a minimum depth of 4-6 inches. Disc F' 0 v
FOUNDATION WITH GEOTEXTILE FABRIC. . ~ V = urface smooth and uniform. V =
ONDITION WHICH WILL PREVENT A A Remove all loose rock, roots, etc., leavings ' ~ F" ~
2 THIS ENTRANCE SHALL BE MAINTAINED IN A C OWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING - Z ~ and incor orate into the to 4 6 inches Apply IKne and fertilizer evenly p P ~ ~
TRACKING OR FL ITIONAL STONE THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADD PAVEMENT. MEASURES ner on the contour. F" or other suitable means. 0 erate machi y Q Z of soil by disking P 0 Z
IONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY AS CONDIT - W N Z
USED TO TRAP SEDIMENT. eedbed and cover the seed li htl b raking or Z Seed on a freshly prepared s 9 Y Y ~ W
Iti acker to rovide 0 dra in • then firm the surface with a roller or cu p p Q chain gg g, 0 ~
DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS 3 ALL SEDIMENT SPILLED, ood seed contact. V 9
MUST BE REMOVED IMMEDIATELY. WOCO nd anchor mulch. ~ y
WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO Mulch alt seeded areas immediately a ~ ~ - V m
4 WHEN NECESSARY, BE DONE UBLIC STREET. WHEN WASH~IG IS REQUIREO~ R SHALL ENTRING A P NS INTO AN PLANTING DATES W ~ - PLANTS do MIXTURES PLANTING RATES ACRE B
R STABILIZED WITH CRUSHED STONE WHICH ORAI ON AN E EA TRAP PLAN H ~ .P1,Ad
APPROVED SEDIMENT BASIN. Tall Fescue 80 - 150 Ibs/acre Aug. 15-Oct. 15 - ~ Feb. 15-Ma ~ Y
XI Tall Fescue & 50 Ibs/acre Feb. 15-Apr. 30 Scar.
N ON B P SCHEDULE I T TRA U MEN C SEDI L Y R 0 P M E T DULE Sericea Les edeza 60 Ibs/acre Nov. 1-Feb. Unscar. P PROJECT NUMBER
2 RE UIRED TRAP REQUIRED SURF. TOP NO SCALE DISTURBED Q TOP TOP pTH FT. WEIR FT. - DE ( ) ( ) Ibs acre Jul -Au ust MCC 06-007-DD Tdl Fescue & 60 / Y 9
TRAP N0. AREA ACRE VOLUME CU. fT.) AREA (SF) LENGTH (F ( ) ( LENGTH (FT.) WIDTH (FT.) Browntop Millet or 30 Ibs/acre DES~cNED eY
25.0 12.5 3 4 Sor hum-Sudan (Millet & Sorghum must g JWW
TST-1 0.17 306 213.4 25.0 4 H ribs be kept 10-12 max. height)
TST-2 0.19 342 252.6 25.0 25.0 12.5 3 ~
ST-3 0.18 324 326.7 25.6 T 12,8 1.5 8 Nov.1-Jan. DRAWN 8Y 25.6 Tall Fescue & 70 Ibs/acre
Ibs acre MDC 19.2 2.1 4 Ryegrain 25 / 38.4
TST-4 0.60 1080 736.2 38.4 (Keep annuals cut CHECKED 8Y 39.0 19.5 2.8 4 10-12"
rcr_~ 0.73 1314 683.9 39.0 t0 ~ 11AlIA/
. E28F DIMENT A Weeping Lovegrass 5 Ibs/
acre Nov.1-Jan. Common Bermudagrass 8 12 Ibs/acre (hulled) April 15_June 3o 15-20 Ibs/acre (unhulled) Feb. 1- March PROJECTS MYRICK KRDRENTH DWG DETNLS.dw 1:1
TEMPORARY SEDIMENT
NO SCALE
0 b