20030607 Ver 1_COMPLETE FILE_20030519

WATER
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 2, 2003
DWQ# 03-0607
Davidson County
Mr. Reid Kerns
P.O. Box 2257
Asheboro, NC, 27204
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Kerns:
You have our approval, in accordance with the attached conditions, to place permanent fill in 149 linear feet
of perennial streams in order to construct two road crossings at the Daniel Trace Subdivision Project in Davidson
County, as described in your application received by the Division of Water Quality (DWQ) on May 19, 2003.
After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetiands. This
Certification allows you to use Nationwide Permit Number 39 when it is. issued by the U.S. Army Corps of
Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge, Randleman Rules and Water
Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as well as
the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
hftp://h2o.enr.state.nc.us/ncwetiands ;
2. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and.below locations of each
culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream
grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and
re-installed correctly.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
?l
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htto•//h2o enr state.nc.us/ncwetlands)
Omt»mer Service #: 1-877-623-6748
Use of native vegetation and other soft stream bank stabilization techniques must be used where
practicable instead of rip rap or other bank hardening methods; If rip-rap is necessary, it shall not be placed
in the stream bed, unless specifically approved by the Division of Water Quality;
3. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed.
The responsible parry shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality upon completion of the project. Please send photographs upstream and
downstream of each culvert site to document correct installation along with the Certificate of Completion
form.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan . Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
Mack Summey, 218 Gatewood Ave., High Point, NC, 27262
030607
F
W
Office Use Only: og " 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
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Reid Kearns
Mailing Address: PO Box 2257
Asheboro NC 27204
Telephone Number: 336-629-2301 Fax Number: N/A
E-mail Address: N/A
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: H. Mack Summey, Jr., PE
Company Affiliation: Davis-Martin-Powell & Associates, Inc
Mailing Address: 218 Gatewood Avenue
High Point, NC 27262
Telephone Number: 336-886-4821 Fax Number: 336-8864458
E-mail Address: msummey(a)dmp-inc.com
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: Daniel Trace Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): 6678-03-44-7146
4. Location
County: Davidson Nearest Town: Denton, NC
Subdivision name (include phase/lot number): Daniel Trace
Directions to site (include road numbers, landmarks, etc.): I-85 to Thomasville, 109 South
To Denton, left on Hwy 47, property across road from Burlington Industries site (very
large building)
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 31.88
7. Nearest body of water (stream/river/sound/ocean/lake): Toms Creek
8. River Basin: Yadkin Pee Dee
(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: Existing land use is wooded and vacant, adjacent
properties are wooded/residential , property across road is manufacturing facility
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Proiect
Includes construction of 3000 if of roadway and installation of approximately 64 if -
66" RCP & 18 if Rip Rap and 50 if dual 48" RCP's & 17 if Rip Rap for Outlet
protection at the proposed stream crossings. Work will be done with Track Hoes,
rubber tired back hoes, dump trucks, pans and bull dozers.
11. Explain the purpose of the proposed work: Purpose of construction is to develop a 45 lot
single family residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts include piping with outlet
protection of approx. 149 If of stream at two separate crossings. One crossing is for 64
Page 7 of 12
If of 66" RCP with 18 If of rip ran, the other is for 50 If of dual 48" RCP's with 17 If of
rip rap. The stream disturbance is being held below the 150 ft. threshold.
2. Individually list wetland impacts below:
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 http://www.fema.eov.
*** 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: O Acres
Total area of wetland impact proposed: O Acres
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 Culvert & Rip
Rap 82 UT 3' Perennial
2 Culvert & Rip
Rap 67 UT 3' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 If
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:
Open Water Impact
Site Number
indicate on ma
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.):
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 development of this proiect reauires two roadwav connections to an existing road
(Bombe Rd) which in turn results in two crossings of the stream. A great deal of time has
been spent developing different subdivision layouts in order to minimize stream impacts.
Additional surveying has been done to revise the roadways. After an acceptable plan was
developed, headwalls were added to culverts (inlet & outlet) to further reduce stream
impacts below 1501f. The acceptable layout lost one lot. Once construction begins, the
limits of disturbance will be clearly flagged by a surveyor in order to avoid further impacts.
Page 9 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/newetlands/strtnizide.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.
None Required
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.ne.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Page 10 of 12
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
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, )?
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 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 213 .0242 or .0260.
N/A
XI. Stormwater (required by DWO)
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.
There is no impervious area existing. With roadway, house and driveways being built the
impervious area will total approximately 4 acres. Total site area is 31.88 acres. Total
Impervious area will be approx. 12.5%. No stormwater controls are proposed due to the
low amount of impervious area. No downstream areas will be flooded as a result of this
development.
XII. Sewage Disposal (required by DWO)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
A public 8" Sanitary sewer will be placed within this development that will drain to a
pump station with stand-by power (a generator) and in turn will be pumped to the Town of
Dentons' public sewer line. flows to the Towns WWTP that has the capacity for treatment
of the waste produced by this development.
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).
N/A
1..--
Z d o3
Applicant/Agent's Signature bate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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SCALE 1:62500 'rp
0 t 3 4 MILES ROAD CLASSIFICATION
Heavy-duty Light-duty..
0 3000 6000 9000 12000 15000 IBM 21000 FEET
Medium-duty Unimproved dirt ........h
1 .5 0 _ 1 2 3 4 5 KILOMETERS t U. S. Route State Route '
CONTOUR INTERVAL 20 FEET The western half of this area also covered by
•N.C. 1:24000 scale planime(fic maps of Denton NW and
DATUM IS MEAN SEA LEVEL ?`• - High Rock 7.5 minute quadrangles, surveyed 1949
QUADRANGLE LOCATION DENTON, N. C.
N 3530- W S000 / 15 I
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON 25, D. C. 1957
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST i
I A A
1F-L
4GE
vilS104
J1i/16C 1..VC:JW
0 1 3 4 MILES
0 3000 6000 iIo00 12000 15000 10000 71000 FEET
.5 0 1 12 3 4 5 KILOMETERS
si7?T rn
CONTOUR INTERVAL 20 FEET
DATUM IS MEAN SEA LEVEL /?, ¦N.C.
QUADRANGLE LOCATION
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON 25, D. C.
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
ROAD CLASSIFICATION
Heavy-duty ............. Light-duty
........,....
Medium-duty..... Unimproved dirt .........
V U. S. Route O State Route
The western hall of this area also covered by
1:24000 scale planimetric maps of Denton NW and
High Rock 7.5 minule quadrangles, surveyed 1949
DENTON, N. C.
N3530-WR000/15
1957
'30'
A A

DAVIS-MARTIN-POVIIELL & ASSOCIATE ?',NC.
ENGINEERING • LAND PLANNING - SURVEYING
? 1??
218 Gai:ewoou AvAnue, Suits 102, High Point, NC 27262
- Phone: [phone] /Fax: [phone]/e-mail. [e-mail] et 4) JQ?j
TRANSMITTAL LETTER Date: May 12, 2003

To: NCDENR - Wetlands Unit Re: Daniel Trace Subdivision
Environmental Services Branch
4401 Reedy Creek Road Pre-Construction Notification Form
Raleigh, NC 27607
ATTN: Todd St. John/John Dorney DMP Job No. E2952
We are sending you (X) attached () under separate cover the following items:
Shop Drawings
Prints
Q Plans
Q Samples
Q Specifications
Q Disk
Q Copy of Letter
0 Other
#Copies Description Disposition
7 ea. Plans
7 ea. Pre-Construction Notification Application
2 ea. Project Narrative and location Map
1 ea. Check for $200.00 Review Fee
Remarks: Here is a new project for review. It involves 2 stream crossings for a
residential subdivision. One copy has been sent to Todd Tugwell, USACE. If
you need any additional information pleas do no hesitate t call. Than !
By: i
H. Ma k Summey, Jr., PE
c: File
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7, OBTAIN GRADING PERMIT FROM NCDENR -LAND QUALITY, „ „
l / ~ ~ ~ / % / F~/ (TSB ~15~ / A ~5~ - ~W W 2. CONTRACTOR TO HAVE 66 & 48 RCP ON .SITE PRIOR TO BEGINNING ~ Q ANY N T CO S RUCTION.
~ iii Ti, / P ~ PIPE CROSSING DETAIL - DAMEL LANE 3. CONTRACTOR TO CLEAR STREAM CROSSING AREA OF ANY
SCRUB BRUSH OR WEEDS PRIOR TO INSTALLING COFFER DAMS, ~ Q
~ Z 4, CONTRACTOR TO INSTALL DI VERSIONS ALONG EACH SIDE OF CUL BERT ~
CROS57NG IN STREET RIGHT OF WAYS TO DIRECT" FLOWS TO SEDIMENT
TRAP S DURING CLEARING & GRUBBING DI HERSIONS TO REMAIN IN
PLACE UNTIL PIPES ARE IN PLACE.
5, CONTRACTOR TO INSTALL COFFER DAMS AS SHOWN ON PLANS \ AND HA ~E ADEQUATE PUMP ON SITE TO PUMP ANY ACCUMULA lE0 ~
STREAM FLOWS PUMP FORCE MAIN LINES TD BE DISCHARGED INTO
TEMPOS?ARY SEDIMENT TRAPS AS SHOWN ON 1NlS PLAN, ~ ~
6, CONTRACTOR TO HA l/f_' ADEOG:l1 TE MAN EQUIP~AFA/T POWER ~ ~ . ~ ~ x
~ "=20' TO /N5 i~LL PIPES AS RAPT Y` A P ~ DL S OSSIBLE
- 7. ONCE f~IPES ARE SUCCESSFULL Y INSTALLED, CONTRACTOR
1' TO PLACE RlP RAP INLET AND OUTLET PROTECTION AS SHOWN
_ ON PL~'hS AND BACKF/LL ALL AREAS ~ ~ ~ ~
. _ 8 ONCE PIPE CROSSINGS ARE COMPLETE, REMO ~E COFFER DAMS
AND TAI ~ S BLIZE ALL DISTURBED AREAS THAT WERE DISTURBED BY ~
THE COFFER DAM CONSTRUCTION, ~ W WO
~ - - 9, ONCE THIS /S COMPLETE, CONTRACTOR TO CONTINUE INSTALLATION ~ W~ - - - ~ z
OF ALL OTHER PERTINENT EROSION CONTROL MEASURES s ~ ~
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BA~1PV L~(NS TILL/N~ ~ ~ 1 1 ~1 1 I I _ ~ \ \ \ REMOVE ALLUVIUM 2' DEEP U~ O TO BEDROCK OR TO FIRM SOIL, ~ U
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SHEET NO.
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KEARNS & McDOWELL DEVELOPERS, LLC O
PO BOX 2257
PIPE CROSSING DETAIL - DEERFIELD LANE ASHEBORO, N. C. 27203
3 3: [phone]
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z 1.16 D 08 1, 08 0.95 10 , 00 NAG DS75 10 206.00 S F, 338.00 S F. 486.00 C F. ; ° 069 55 0.64 5.13 0 186.00 C F. 528, 00 C - TEMPORARY CONSTRUCTION ENTRANCE Fl; 3 FT. 8 FT, ~
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