20040250 Ver 1_Complete File_20040220

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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
March 1, 2004
Granville County
DWQ Project #: 04-0250
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE
City of Oxford
Post Office Box 1307
Oxford, NC 27565
Subject Property: Coon Creek Outfall
You have our approval, in accordance with the attached conditions, to temporarily impact 135 feet of
perennial stream and .43 acres of buffers for the purpose of installing a new gravity interceptor as you
described in your application dated February 6, 2004. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3374, which may be
viewed on our website at httR://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use
Nationwide Permit Number 12 when the Corps of Engineers issues it. 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, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA 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 except as
modified below. If you change your project, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this 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 211 .0506 (h) (6) and (7). This approval shall expire when the corresponding
Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to
be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
Conditions of Certification:
Certification of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of
Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.

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), (http:/th2o.enr.state.ne.us/ncwetlands
Page 2
City of Oxford
March 1, 2004
Violations of any condition herein set forth may result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit.
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 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 John Dorney at 919-733-1786 or Steve Mitchell at
our Raleigh Regional Office at 919-571-4700.
Sincerely,
JRD/bs
Attachments
P. irector
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Davis-Martin-Powell & Associates, 218 Gatewood Avenue, Suite 102, High Point, NC 27262

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Appticame" or' iviA".)
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 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (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: ?
H. Applicant Information
WETLANDS / 401 GROUP
1. Owner/Applicant Information FER Y ?? 7009
Name: City of Oxford
Mailing Address: PO Box 1307
Oxford NC 27565 WALITY SECT 0A1
Telephone Number: 919-603-1100 Fax Number: 919-603-1107
E-mail Address:
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:
E-mail Address:
Fax Number:
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: Coon Creek Outfall
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Granville Nearest Town: Oxford
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Project located adjacent/parallel
to Coon Creek beginning at confluence of Coon Creek & Jordan extending North to a point
North of Salem Road (SR 1522) -10 10,500 LF total
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):
7. Nearest body of water (stream/river/sound/ocean/lake): Coon Creek & Jordan Creek
8. River Basin: Tar Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http //h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project area consists of wooded areas adjacent to Coon
Creek with sparse residential development
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
The project will consist of installation of a new gravity sewer line by means of track-
mounted mechanical excavator. All areas disturbed will be re-vegetate upon completion of
sewer installation. Channel crossing to be stabilized wM12-rap and project corridor
reve etag ted upon completion.
Explain the purpose of the proposed work: Installation of a new gravity interceptor to provide
sewer service to a planned residential community and future development within drainage
basin.
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.
Future permit requests may include crossing Coon Creek with a collector line tying to the
proposed project However, these potential tie-ins are not known / nor being planned at this
time Will be requested in the future on an as-needed basis.
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
Provide a written description of the proposed impacts: Coon Creek is proposed to be crossed a
total of 8 times and Jordan Creek a total of 1 time. Channel to be excavated for pipeline
installation, restored to pre-construction grades and stabilized with rip-rap upon completion of
pipeline installation.
1. 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:
Total area of wetland impact proposed:
2. 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?
(please specify)
A Excavation 15 Jordan Creek 21 Perennial
B Excavation 15 Coon Creek 32 Perennial
C Excavation 15 Coon Creek 25 Perennial
D Excavation 15 Coon Creek 28 Perennial
E Excavation 15 Coon Creek 25 Perennial
F Excavation 15 Coon Creek 29 Perennial
G Excavation 15 Coon Creek 32 Perennial
H Excavation 15 Coon Creek 30 Perennial
I Excavation 15 Coon Creek 22 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com,
www.mapguest.com, etc.).
Page 8 of 12
Cumulative impacts (linear distance in feet) to all streams on site: 135 Linear Feet
3. 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: rill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proposed outfall alignment was selected in order to minimize impacts and provide an
economical project Topography is a major constraint in final alignment choice due to steep,
rocky cliffs on alternating sides of Coon Creek Alignment minimizes impacts to the extent
practical while limiting the installation depths of the proposed sewer.
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, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). 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/wEp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Page 10 of 12
Amount of Coastal wetland mitigation requested- (acres):
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 12,454 3 N/A
2 6,134 1.5 N/A
Total 18,588 N/A
* 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.
* Impacts occur at stream crossings & do not exceed threshold in Table of Uses, 15A
NCAC 2B .0259 - Mitigation not required.
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.
N/A
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater to be treated at City of Oxford WWTF.
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 Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
- DAVIS - MARTIN - POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
218 GATEWOOD AVENUE • SUITE 102
- HIGH POINT, NC 27262
PHONE [phone] • FAX [phone]
.10?
February 18, 2004 .?
Re: City of Oxford, NC ee
Coon Creek Outfall ?Sewer System Improvements y
DMP Project E-3233 (BF)
Division of Water Quality 11ErLANt.)S/401(aROUp
401/Wetlands Unit
??
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 WATEh? QUA L rrY SEC riG,V
Dear Sir/Madam:
On behalf of the City of Oxford, and in regards to the referenced project we are enclosing the
following information for your review and approval:
• Seven (7) executed Pre-Construction Notification forms
• Seven (7) sets of construction plans & supporting information
• $200 review fee (Oxford check #14042)
The proposed project will involve the installation of approximately 10,500 linear feet of sanitary sewer
outfall west of Oxford along Coon Creek. The proposed project will provide service to a proposed,
large residential subdivision, as well as provide for future service within the drainage area. Due to
topography constraints and economics, the proposed project requires the crossing of Coon Creek a
total of nine times. The proposed alignment minimizes impacts to the extent practical while
limiting/minimizing the installation depths of the proposed sewer.
We trust this information is complete and will allow you to issue approval at an early date. Should
you or your staff have any questions or require additional information please do not hesitate to
contact our office.
Sincerely,
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
Ben Palmer, PE
c: Ms. Amanda Jones, USACE (enc)
Mr. Larry Thomas, PE, City of Oxford (enc)
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11 ( INV IN - 387.63• . ~ EIP~ I I ~ - ~ TAX REF; 1924.04-92-6546
I I INV OUT 387,43 ~
~ JONATHAN E. CARVER
DB 605 PG 768
1 ( f\ JOHN G. HUNT I TAX REF: 1924,04-92-4185
II ~!/.%''r-'~ ~ DB 592 PG 945 v
I l TAX REF; 1934,03-11-5612 l--~==~'~'
~ ~ ~ INV, 393 31 ~ , , - x
U ~
JOHN G. HUNT \
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.`MAIN _ r_ , _ ~ _ _ . I , - P,' 21 _ t- a - r- _ .
_ - E , a ; _ _ PLACEMENT
~ _ _ _ . o _ , _ _ _ - . , - - DEPTH _ LL.
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1, MATERIAL AND CONSTRUCTION SPECIFICATIONS SHALL CONFORM TO
TO THE CITY OF OXFORD STANDARD SPECIFICATIONS.
A EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM 2, LL
AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. CONTRACTOR TO
Y TH ATION OF ALL EXISTING UTILITIES BEFORE BEGINNING - VERIF E LOC ~
N TRU TION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL (n r- r` COS C N
;~la R PAIR IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER, W BE E ED
i - - - R ~ ~ 3. CONTRACTOR TO NOTIFY NC ONE CALL CENTER (1 800 632-4949) PRIG ~
Z W TO EXCAVATION, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY ~ ~
t NT RING ANY UNDERGROUND OBSTACLE Z
IN THE EVENT OF ENCOU E ~ FR M TH PLANS,
~ REQUIRING A DEVIATION 0 E Z ~ ~
0
~ WAY PIP 1 " IN DIAMETER OR LESS DISTURBED DURING ~ 4. ALL DRIVE ES 2
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE
J REPLACED WITH 15" RCP, ALL DRIVEWAY PIPES OF SUITABLE SIZE J ~ ~
DISTURBED DURING CONSTRUCTION SHALL BE REINSTALLED BY THE J ~ Q
CONTRACTOR, ALL COST OF REINSTALLING EXISTING DRIVEWAY PIPE, W Z ~ v
REPLACING UNDERSIZED PIPES OR PIPES DAMAGED DURING ap = W
TR TI N SHALL BE INCLUDED IN THE COST PER LINEAR FOOT OF W Z coNS uc o a ~
z = SEWER INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED
~ ~ T R, WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRAC 0 ~
RIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE W D Z
PROVIDED WITH PROPER INLET AND OUTLET PROTECTION.
.
5. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL
r WA AFT. R ROBBING, TWO WAY TRAFFIC SHALL BE MAINTAINED DRIVE YS E C
AT ALL TIMES DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT
- F-4'V'AY SHA P RFORMED IN ACCORDANCE WITH APPROVED RIGHT 0 LL BE E
n _ ~ % ~ T ENCROACHMENT AGREEMENT. CONTRACTOR TO RESET ALL DISTURBED
SIGNS MAIL BOXES ETC, CONTRACTOR SHALL RESEED ANY DISTURBED
_ AREAS IN ACCORDANCE WITH SPECIFICATIONS, '
6, DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON
THE ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE
~ . NIN AT TH END OF EACH DAY ALL MATERIALS SHALL BE SCREE GS. E d
/ REMOVED AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL ~ Z
~ SOIL RESIDUE. COST FOR STONE SCREENING AND ROADWAY CLEANING
SHALL BE INCLUDED IN THE LINEAL FOOTAGE PRICE FOR FORCE MAIN \
y r- _ _ _ - INSTALLATION.
T PR P RTY IR NS 7, CONTRACTOR SHALL MAKE EVERY EFFORT 0 RETAIN 0 E 0 ~
MONUMENTS AND OTHER PERMANENT POINTS OR LINES OF REFERENCE.
n r PROPERTY IRONS, MONUMENTS, ETC. DISTURBED BY THE CONTRACTOR
~ o SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE
EXPENSE OF THE CONTRACTOR,
8, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT
AND STAKING REQUIRED FOR CONSTRUCTION OF THE PROJECT,
o ~ 8
9, CONTRACTOR SHALL INSTALL FORD TYPE STREAM CROSSINGS
AT ALL CREEK CROSSINGS FOR CONSTRUCTION AND FUTURE
MAINTENANCE ACCESS,
OXFORD `
m N
0.~^
1
TEMPORARY SEDIMENT TRAP
J
i N0o TEMPORARY ROCK CHECK DAM
i ~ i RIP-RAP INLET/OUTLET PROTECTION
O Z
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~ ! W TEMPORARY CONSTRUCTION ~
ENTRANCE W Y
LL W Z
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PRQIECT LOCATION MAV ~ Q 1 STA. 10+00 TO 22+00
Q H
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Z J 3 STA. 34+00 TO 46+00
4 STA. 46+00 TO 58+00
5 STA. 58+00 TO 70+00
6 STA. 70+00 TO 82+00
7 STA. 82+00 TO 94+00
8 STA. 94+00 TO 106+00
U 9 STA. 106+00 TO END
W O
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w
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DB 99 PG 36 ~ ~ ~ ~ EX. MH TAX REF; 1923.02-87-6430 6B~ ~ Z ~ \ / ~ ~ EASTON, EASTON & BAKER Z
TOP - 376,70 \ ~ \ o DB 99 PG 36
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OVER EX, SEWER
RiM - 377,00 BEFORE YOU DIG !
~ ~ ~ ~ INV IN - 367;64 \ ~ CALL 1-800-632-4949 x
NOTE; U ~ N.C. ONE-CALL CENTER `
EX. MH ALL MANHOLES SHALL BE 5 I.D. IT'S THE LAW !
u~ TOP - 376.84 EAR PRECAST, UNLESS OTHERWISE NOTED, INV. IN - 367.35 EAR SCALE: 1"=40' HORIZ.
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CHARLES W. HICKS, JR. I i / ~ ~ / ~ Z
DB 660 PG 322 I / C - - - - ~ lE~ -7-x/77'- lE~\ ~--f'lE6'7"
00 ~0~ TAX REF: 1924.04-90-1569 `l'` P~ ~
~P ~1'\ ~ ~ / / ~ \ \ 0 0 I 1 ~ ~ ~ I o p
GO M 1 ~E I I ~ H ~3
0~ 1 TA + ~0~ F S . 88 39.29 ~ 13'5915"W ~ i ~ 1 ( x JP ~ ~ ~ a
P 6 ~ MH X29 RIM - 399.50 ~ TA, 82+60.11 S S INV IN -384.73 ~ p i ~ I ~ 111 ,
EF' RIM - 395.25 waL o _ S ~T~, INV OUT 384.53 I I ~ ~
INV IN -382.68 2~ _ ~ ~ ~ ~ 1 ~ ~ ` ~ I o~ W Z
INV OUT -382.48 i ~ t., MH X30 ~ / ~ i ¢ ~ ~ ~ ~ / / ~1 ~ / ~ \ / ~ W ap W
'L-• STA. 85+96.99 i / / p I I MH ~3 ~ W N 5 I ~ ~ _
~ ~ . 40' P RIM - 399.50 ~ ~ ~ ~ ERMgN ~ \ ~ ~ ~ ENT ~r INV IN -383.32 ~ ~ ~ ~ ~ MH 2 STA. 93+51.15 ~ P ~ Z = I ~ ~
TSB 15 ~ v _ ~LrTY ~ ~ / i \ \ # I ~ ~ ~ ~ ESMT• I INV OUT - 383.12 , i ~ ~ A 1 6 DIA, MANHOLE ~ ST , 90+88 0 ~ i ~ l1 I ~ i / i ~ 1 J ~ _401,25 RIM - 405,50 ~
1 J AdV IN -385.67 INV IN 386,66 Z
\ ` ~ / l1J ~1 _ / / I J ~ INV OUT -365;47 DINAH A, HENDERSON INV OUT 386,46 -
DOROTHY C. MANGUM egg ~ \ ~ ~ , _ _ l JJ i ~ DB 187 PG 446 ~ / /t
DB 258 PG 903 ~ ~ ~ ~ ~ \ I \ / ~ / I ~ TAX REF: 1924.04-91-0243
TAX REF: 1924.04.-90-0342• ~ ~ 336, ~ \ I ~ ~ ~ ~ ~ i ~ ti
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JOHN G. HUNT
DB 592 PG 945
TAX REF: 1934.03-11-5612
~ m I SCALE: 1 =40 HORIZ.
410.0 1 = 4 VERT,
410.0
_ H._~33 _ ' _
_ _ - - +5 .15 _ . r -
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f- INV
- _ i - 3 .6 . 6 ~ 2 ~ - ' ~ ~ ~ ~ ~ 386.46
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; . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ . _ _ _ - A; -85+96,9- - - - - - - - _ _ _ _ _ _ _ - _ _;;~Ik 88 RIW - 441.2!5
~T I RIM 99.54.; 1NV 1Pf 3,5;87 - - _ Rlrrl 3 9.50 ~ - - -
INV!IN -383.32 _ - - _ ~ - - T - . - _ fNV III 3$4,73 - - _ - . _ , y
_ _ _ _ _ , - . - - INV ill T ti tNV OUT -383;?2 - ~ INV-OUT -384,53._.:. . - _ _ ' - - r.- - - _ - _ . _ . _
_ _ _ _ .
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'r"""' JOHN T. & LUCY H. BODE ~'o~d ~N DB 774 PG 606
TAX REF: 1924.04-73-2443

~ ~ DB 18~ L S. DANIEL \ ~ DB 182 PG 471 ~ ~ NOTE:
~ ~ ~ ESP TAX REF: 19; iAX REF: 1924.04-92-0615 ~ ~ CONTRACTOR TO PROVIDE •
~ \ MH#45 WITH PIPE BOOT AT
~ ~ ~ PROPER ANGLE & ELEV. FOR
~ ~ ~ ~ \ 1 ~ Z ~ \ FUTURE SEWER EXTENSION.
~ ~ ~ n
\ ~ \ MH X45 N ~ ~ ~ W
l . . ~ MH ~l44 ~ ~ ~ STA. 115+19.40 ~ MH .~43 ~ ~ ~ 6' DIA. MANHOLE ~
\ ~ ~ \ l1~ l 1 STA. 114+29.09 \ ~poa ~ ~ STA. 113+07.48 \ ~ RIM - 422.00 ~ ~
~ ~ ~ \\i .ALEXANDER WILLIAMS, JR. ~ MH X42 \ ~ ~~111 d 04 P 6' DIA. MANHOLE 6 DIA, MANHOLE \ ~ , _ _ _ W v
1\ ~ B 2 G 29 STA. 111+43.06 'fil 1 \I I TAX R F' 1 4 - - ' 1 1 I ~ 11 E . 92 .04 92 2481 6 DIA. MANHOLE > RIM - 417.00 ~ ~ INV IN - 392.20 - ~ RIM - 418.25 _ ~ - 2 ~ _INV OUT - 391.82 Z
11 1 Illf I p 0~ ~ 1 i I I RIM - 411.50 _ INV IN 391.71 - _ Z INV IN 391.35 _ _ _ , - u. _ INV OUT - 391.51 \
0 ` 1 I 1 II / ~ INV IN - 390.93 x 1 1 II I 1' 3 INV OUT 391.15 ~ ` - ~ _ k - ~ ~ \ \ ~ ~ a ~
P ~ l< l 06 ~ ~ ~ / I ~ 1 / ~ / \ ~ INV OUT - 390.73 I 1 1 Irk r I /
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STA. 106+16,82 I ~ ~ ~ ~ ~ _ - ~ - _ ^ ~ ~ i ( TION ESMT.
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INV IN -389.85 r STA..108+78.06 ~ ~ ~ ~ ~ _ _ _ - - RIM - :405.50 ON Z INV OUT - 3.65 ~/ri ~ _ ` I _ - - - - + _ _ -
1 /r INV IN - 390.39 ~
INV OuT - ~9o,1s ~ ~
/ / ~ i~ ^ - REEK REEK ~ ~ ~ , ~ ~ ~ ~ - _ •
~ _ _ ~ ~ ~ ~ ~ COON C-~.''-~- F. ROYSTER CRITCHER ~ ~ ~ ~ ~ ~ - _ -
DB 187 PG 636 ~ ~ _ _ =S'r"~"`~'S'~ _ _ ~ .r
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I RIM - 418.25 _ INV IN - 391.71 418.25 RIM - 422.00
INV IN - 391.35 420.0 _ INV OUT - 391.51 " ~ 391.35 INV OUT - 391,82 SCA 1 =4 ~ LE. 0 HORIZ
~ INV OUT - 391,15 ' - 391,15 1"= 4' VERT,
. _ . ~ ~ 420.0
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4 4. a
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PROVIDE STD• LETTERS: "SANITARY SEWER" V Z W ~
Z Z
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MH To ° ~ p
AS W HEIGHT OF STACK TO BE BASED ON 100-YR FLOOD ELEV. Q f' Q 2.0 FEET + 100-YR FLOOD ELEV. 3,0 FEET MINIMUM
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CAST OR CORED HI OR CORED HOLE °
d FOR KOR-N-SI d FLEXIBLE SLEI -0R KOR-N-SEAL i FLEXIBLE SLEEVE w
~ MASONRY PLUG END
16" Typ d ? Q ALL STAINLESS STEEL SPIDER ASSEMBLY °q ~ ~ OF ENCASEMENT PIPE TWO PER LENGTH OF PIPE MINIMUM
d c ADEQUATELY DEIGNED TO MAINTAIN O 3 PROPER GRADE do ALIGNMENT
,I ~ INDICATt:D ON PLANS 4" M W
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N.T.S.
48" DIA., 10 GAGE MIN„ FULLY BITUMINOUS COATED 2 ~
FLANGE TUNNEL LINER PLATE WITH A MININUM OF 1 Q GROUT PLUG PER 4,5 LF (ie. EVERY 3rd RING}
5' VARIES 5' PIPE DIA.
12" 12" i
I I-III-i I
~ _ ~ III; III
Y CONCRETE ~ =I w I-~ I 1 BLOCKING AS REQUIRED TO ~ I PREVENT FLOTATION DURING
_ ~ ENCASEMENT a' V f: r GROUTING.
~I - r
unuiY uNE FINAL T ~ GROU PROCEDURE ANO ~
.y (DIA, vARIES~ MATERIAL AS APPROVED BY
te" CONCRETE 18" ENGINEER BEFORE THE GROUTING Z PROCESS BEGINS W ,
ENCASEMENT END VIEW ~ I
LESS THAN 3' 12" CLASS a CONCRETE (2,500 psi) 3 8" MIN. DIA. CHAIN W
/ ONE (1 EVERY 20 LF
NOTE; CONCRETE SHALL BE 3000 PSI J Q
I I CONCRETE ENCASEMENT NOT RE UIRED WHEN PIP I I I O ES J
AT LEAST 3' BELOW CREEK BOTTOM ~ Z Z ~ LL
E 'v O 18 DIAMETER PIPE
<V
I 12" 12" CROSS SECTION " t X4" TREATED PIPE SKIDS NAILED
N 4000 PSI GROUTED INVERT ON TO CONCRETE INVERT OR STEEL LINE AND GRADE (OPTIONAL IF ANGLES WELDED ON LINE AND GRADE W Y
L1. ~ RAILS ARE USED) TO TUNNEL. F- W ~
TE E MENT X cnw~
6" TRENCH IMOT N.T.S. TRENCH woiH s' LY Z
LL
J_ Q F SECTION wZ
W O TUNNEL DET a~
p~ F 0 N.T.S. - ~_y
U~
a %\i ~~i ~ • CONCRETE OR - - Q U
i\~ Y\ HAND TMIPED % _ 9 % i~ i • % WASHED STONE II=III=1 I== - ~ III-iii= ~
~ HAND TAMPED ~ f\ b y (AS DIRECTED BY ENONEER} =III=II I I-iii-I I ~ Z Q
~ y~ ~ 11=III=1 I_ i I= CON E1E 1. CHAIN PIPE TO TUNNEL LINER EVERY 20 FEET MATH A MIN, 3/8" H Q I= CLASS B CR DIAMETER, HIGH STRENGTH CHAIN ANO BLOCK AS REQUIRED TO ~ ~
P~) PREVENT FLOTATION DURING THE GROUTING PROCESS. Z Va ~I I
M i\~ % ~ i ~ ,2~ II-1 -1 n , \ y\ _ i\ \ = - 2. IT IS RECOMMENED THAT THE PIPE BE FILLED WITH WATER DURING
-III III N ~ ~ ~ ~ \ - - W y ~ \ \ - - I=III=~ I THE GROUTING PROCESS TO HE P PR T ~ L EVEN THE PIPE FROM FLOATING
II II = ~ I= DURING THE GROUT PROCESS I=1)1=1 I '
~ a ~ s 11-III=1 III=III= 3. A 100+ psi ROWABLE FILL IS RECOMMENDED FOR GROUTING BETWEEN ~ ~I=~
n CRUSHED , CRUSHED w = ~ =I ~ I N - I , STONE PVC PIPE - 0' TO 12' ~ STONE _ 12' T ~ a ~ = ~ I=1 III=III= THE OUTSIDE OF THE CARRIER PIPE ANO THE INSIDE OF THE TUNNEL
M OI PIPE 0 TO 2 - - _ - PVC PPE 020' =III=I ~ I 1=111=11 IJNER, IF A PUMPED GROUT IS USED, THE MAXIMUM GROUT PRESSURE
w a PPE - 12' TO 16 Z I q PIPE - > 16 ~I 111 El Al IHE NOZZLE SHALL NOT EXCEED 5 Psi.
U W 4. THE ABOVE IS NOT A DESIGN AND IS SUBMITTED AS A POSSIBLE
7 O OPTION FOR INSTALLATION OF THE TUNNEL AND NEW SEWER LINE, THE
PLAN PLM CONTRACTOR SHALL PROVIDE A DETAILED DESIGN FOR THE TUNNEL, CARRIER PIPE AND GROUT PROCESS, PREPARED BY AN ENGINEER
a PIPE BEDDING DET Aa. LICENSED TO PRACTICE IN NORTH CAROLINA, AND SUBMIT FOR
w APPROVAL PRIOR TO BEGINNING TUNNEL INSTALLATION. ALL COSTS 10
z N.T.S. ANTI-SEEP ASSOCIATED WITH THIS DESIGN SHALL BE INCLUDED IN THE PRICE PER n-SEEP COLLAR LINEAL FOOT OF TUNNEL AND/OR CARRIER PIPE.
0 Z
N.T.S. N.T.S.
0 mil

Winos
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~ rr f~O ESTABUSFMNG VEGETATION N •
v. v v v NO BARRIER wit ~ - ot."""r ~~I, ~ - - - - - ~'r•nrrnn•
WATER SAND FILL ~ SEEDBED PREPARATION
EDGE WATER
FILTER FABRIC . + + 1, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE ' _ SOIL CONDITIONS, IF AVAILABLE. ~ ~ ,
PART 1 ~ ~ 1 CROSS SECTION 2
BARRIER 1.5 !L t2" N.C,D,O.T. /57 ,.arm 2, RIP THE ENTIRE AREA TO 6-INCH DEPTH, ~ Sror" ylewoA ~ ar ~ aev. m ne
n~, WASHED ST 5 tt PART 1 min 3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE ~J
° 1.5 fi 0 " 0°0~0~00°~ ~ x BOTTOM REASONABLY SMOOTH AND UNIFORM,
0 9 mm o 1ttOD cu tt/ocre ti, ,.p~o oOo~00o ?y N E SAND FILL "c~' ~ 0 0 o PROP, PIPE 4, APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX ~
0 0 0 0 o po OooO~Do°p~ SILT FENCE 00p 0 00 `r'v"~'" WITH SOIL (SEE BELOW"). V) ~ N
O~~~p ~ PRFI °'r""" 'r 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONABLY UNIFORM
FILTER FABItlC - 0 0 0 o ExCOitvoted Cross section Ilter fobrk P SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, I ~
CONSTRUCTION SEQUENCE SEED ON A FRESHLY PERPARED SE BE AND COVER SEED LIGHTLY WITH SEEDING ~ ` 6, EO D Z W v
1 CONSTRUCTION SHALL BE PERFORMED DURING LOW FLOW PERIODS, EQUIPMENT OR CULTIPACKER AFTER SEEDING. ~ ~ Z
STONE SECTION 2 CROSSINGS SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT PROHIBIT THE STREAM FLOW. C, i f h tream banks and bed and roach 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, (L
3 THE BANK ~POSITE OF THE COFFER DAM SHALL BE PROTECTED BY SAND BAGS. SI Construction 1. Keep cleanng and excavot on o t e s app Specification sedans to o minimum.
THE MINIMUM LENGTH OF PROTECTON REQUIRED IS 25 FT ON EACH SIDE OF THE Rock out4ls COFFER GAM, AT A HEIGHTH OF 24" ABOVE WATER LEVEL. THE EXTENT OF 2. Divert all surface water from the construction site onto undisturbed areas 8, INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN Q r. od' inin thhe str m. LLine unstable stream banks with riprap or otherwise THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60X DAMAGED,
not to exc PROTECTION MAY VARY AS DIRECTED BY THE ENGINEER ON AN INDIVIDUAL BASIS. TEMPORARY ROCK CHECK DAM 200 feet apocinq o pr r~tely stag~ize them. RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. PD oP Q
4 INSTALL NON-ERRODIBLE BARRIER AROUND 1/2 OF CROSSING. NdlB: TO BE INSTALLED Dt CHANNEL DURING BERM BERM 5 INSTALL FILTER FABRIC AROUND INSIDE BARRIER, 3. Keep stream crossing of right angles to the sirean flow, This is particularly important when culverts are used. 9. CONSULT CONSERVATION INSPECTOR FOR MAINTENANCE TREATMENT AND FERTILIZATION
CULYERT INSTALLATION. AFTER PB'E DtSTAIL,A]'lON 6 PLACE SAND FlLL INSIDE BARRIER. 4. Align rood o proaches with the center line of the crossing for a minimum AFTER PERMANENT COVER IS ESTABLISHED. ~ ddicta ce of ~Q ft, Raise br'd a butm is and ulvert,fills o mini m of 1
IS CONPIETB, ITTDL2B SfON6 A3 PIPE OtTTLET BERM 7 EXCAVATE PIPE TRENCH. STABILIZATION, 8 INSTALI PIPE. ft. o~'ove od oinm opprooc~ ~ec~ions ~o preventc eroosion from su~ace runoff ~ ~ n Ilowf flows to ass around structure, 'APPLY: AGRICULTURAL LIMESTONE - 2 TONS/AC (3 TONS/AC IN CLAY SOILS J _ o d to a P FERTILIZER - 1,000 LB AC - 10 10 10 J Q
Excowt 9 BACKFILL WITH CONCRETE AND/OR EXCAVATED MATERIAL TO ORIGINAL PROFILE, 5. Stablize, oII disturbed eas sub' t to flowi voter, i cl din to Wed o flow / / /
pit 10 REMOVE SAND FILL. oreos, wit riprap or o~(ier su1-c~e means ~~~lesign ve~oci~y ~c~eeas"the~owoble SUPER PHOSPHATE -500 LB/AC - 20X ANALYSIS W v for the inplace soil (Table 8.050, Appendix 8,05), MULCH - 2 TONS/AC -SMALL GRAIN STRAW ~ W
COFISTRUCT90N 1. Phase stone to the lines and dimensions shown in the plan on a filter labric Plan view 11 REMOVE FILTER FABRIC AND BARRIER. 12 IMMEDIATELY REVECEIATE STREAM BANK BY SEEDING ANO MULCHING, SPECIFICATIONS loundalion' i3 INSTALI TEMPORARY SILT FENCE. 6. Ensure that b s channels necessary to dewoter the crossing site are stable ANCHOR -ASPHALT EMULSION 0 300 GAL/AC W ~ Z
b f re divert'~n~tfge stream, U on c rnppletion of the crossin ,fill, compact, and W N s~oglize the boss channel oppropnotbiy. g Z =
2. Keep the censer atone s~tion at least 9 inches below natrwl ground level ~qn Orertsl 6" 14 RELOCATE TO OPPOSITE SIDE OF STREAM AND REPEAT ABOVE STEPS. where the dem abuts the channel beaks, sNab !ta settlement 15 AFTER SEWER MAN HAS BEEN NSTALLED AND COFFER DAMS REMOVED, m em ar stream crossin immediotel when the ore no Ion er needed. 7, Re ove t par y gs Y Y 9 ESTABLISHING TEMPORARY VEGETATION I/?? R e t strap ch~nn~ to it or lnd cross-section, and smooth and Y.
i CONTRACTOR SNAIL INSTALL RIP RAP, AS SHOWN ON PLANS, WITH FILTER FABRIC oeSro rioi~ stog~l~e oN d~sturbe~ ar~s. PP P Y THE TEMPORARY SEEDING OF DENUDED AREAS THAT NOT BE BROUGHT TO FINAL GRADE W
3. Eitend stone at least 1.5 tt bey~d the ditch banks to bap overflow water 4 tt min " ' t AND STONE UNDERLAYMENT TO STABIUZE STREAM BED, from undercottiag the dam as it re-Balers the channel. 1 't Emergency ~ ~ I 8. Leave in stream sed'mier?t traps in place to continue capturing sed'inent. FOR A PERIOD OF MORE THAN 30 WQRKINC DAYS, BUT LESS THAN ONE YEAR SHALL BE Z Maintenance Insp t t Ner runoff-producin rQins to,chech for IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING APPROPRIATE ~
mox 4111.5 ~ FaN a~alow bloc o e m ~ is, channel nprap displacement, SEEDING SCHEDULE. E"
4. Set spacing bdween dame to aetalre shat the elevation el the top of the lower ~ ~xalde slope top dam is the same as the toe elevation of the upper dem. N0t'"~ ~ eor„ COFFER DAM STREAM CROSSING or , i~ , d ropors m y o prevent fur her domoge to the installation, PP 9
3 ftl NOT TO SCALE 5. Protect the channel downdream from the klwest check deto, coaideritlg tbd min ESTABLISHING PERMANENT VEGETATION
water wiH slow over and erowtd Ute dem. NTS THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED NATHIN 15 WORKING
Stone section 8, Neke sore that the channel reach above the mod updraam dem u stable. DAYS OR 90 CALENDAR DAY$ AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PRE410US SPECIFICATIONS AND THE FOLLOWING APPROPRIATE
SEEDING SCHEDULE,
7, Bnaure that the channel a rtenances, such as culvert tmtrencea below check BERM WITH ROCK OUTLET dams, are not sub'ect topd~am e a block Irom ]slced stones, ag ~ d~P N, T.S. SFt01A.DERS, SIDE DITCHES, SLOPES MAX, 3;1
( )
ILUN'rENANCE Inspe~el check dams and channels for damage after Bch ruaoN event. APPLICATION RATE
Anticipate submergence sad deposition above the check dem and er~ion from high (lows around the edges of the dam, Correct e8 damage immediately. II SEEDING PERIOD ~ PER ACRE PER 1000 S.F.
significant erosion occurs between dams, install a protective rip rnp liner m that AUG 15 - NOV 1 TALL FESCUE 120 2.8~'
portion of the chaaaeL NOV 1 -MAR 1 TALL FESCUE P~Q 120 2.8/
Remove sediment accumulated behind the dams as needed to prevent damage ABRUZZI RYE 25{f 0.6~ MAR 1 -APR 15 T F ~ AU ESCUE 120 2.$~ ~
io channel vegetation, allow the channel to drain through the done check dem, end prevent large !Iowa Ir+om wag sediment over the dam. Add atones to Z APR 15 -JULY 30 HULLED COMMON 12# 0.3/
dam as needed to maintain design height end cross section. BERMUDA GRASS
:~~~~r~ ~ vo~ ~ JULY 15 AUG 15 TALL FESCUE ~ 60~ 1,4~
o~ ~y~ 3 iv ~ 3 " BROWNTOP MILLET R 35~ 0.8~
~ t _ t , ~ 3 ~ i r3 ~ 1 ~ t SORGHUM -SUDAN HYBRIDS 30~' 0,7~
o ~ I /a /fir / II
VARIES t'-o' 12" A.C,DA,T.
12' A.C,DA,T. p57 5 ft O llaahed Stone min SLOPES (3;1 to 2;1)
COMPACTED 2~ RIP-RAP PERMANENT UNNG Mashed Stone NORTH AMERICAN GREEN SC150 SOIL MIN, WITH GEOSYNTHEiIC FABRIC LINER OR EQUAL FOR 1EMPORARY LINING o° o° 0 1.5 It
1800 cu tt/acre 00~0~00~- BASIN DIMENSIONS APPLICATION RATE acre , oo po 00 00 0o c?•1 ~ ~
~,ow `L• 00 00 00 00 00 00 0 ~ 8 NO. W XL xD WEIR SEEDING PERIOD LYP~ PER ACRE PER 1000 S,F. Oo Oo Oo Oo Oo Oo Oo Oo 0
• ; ~ ; ' ~ ~ ; • 1e' MN, f TYPICAL STREAM SECTION TYPICAL DITCH SECTION ~c ~ 000000000000000000000 MAR t -JUN 1 SERICEA IESPEDEZA 50~ 1,2~ o° o° o° o° o° o° o° o° 0 0 0 0 1 10,x18 x3, 4~ SCARIFIED
iii\~~%'~`\i \\'i i\i\\~'\\i~i~\~~\ \i NiS NTS 0 DO „~~\-,,i,,~\\.~~~iiA.A\\,~~ii~A,~~\,~~ii\~ ~~AiV\\~ o~ °00000 1 x1 'x 4 ( )AND 2 0 8 3 MAR 1 -APR 1 TALL F
s' TYPICAL Cross sect Cross section r labric 3 8 x17 x3 4 ( 5} eyQ ESCUE 60~ 1.4~
(MAR 1 -JUNE 30) OR ADD WEEPING 5~ 0.1# 4 12 x20 x3 4
STREAK CROSSING and DITCH STABILIZATION ~x1 'x ' 4' LOVEGRASS 5 6 3 3
CONSTRUCTION 1, REMOVE AND PROPERLY DISPOSE 4F ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONAL 6 6'x13'x3' 4' (MAR 1 -JUN 30) OR ADD HULLED COMMON 81p 0.2~ Overti1113" BERMUDA 7 7 x15 x3 4 CRASS
SPECIFICATIONS MATERIAL, ~ 21" 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS, settled IDlil for settlement g 6'x13'x3' 4' JUN t - SEP 1 • TALL FESCUE AN 60 1.4 c ~ ~ ~
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY PdNT THAN THE DESIGN ELEVATION P PLUS THE SPECIFlED SETTLEMENT. 9 12'x20'x3' 4' ' BROwN MI T TOP LLE 35~ 0.8~
4. PRONDE SUFFICIENT ROOM AROUND DIVER5KNJ5 TO PERMIT MACHeiE REGRADING AND CLEANOUT, / ~ ~ / ~ p 4 f min 5, VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, IMILESS IT WILL REMAIN N PLACE LESS /r~~i i~ 'Ib 4 t min ~ / 10 6'x13'x3' 4' SORGHUM -SUDAN H RI 0 :x`/2:1 side ~ ~ 93. YB DS 30~y 0.7p
THAN 30 WORKING DAYS. ~ ~ O ~I 11 7 x14 x3 4 SEP 1 -MAR 1 SERICEA LESPEDEZA 70~ 1.6~
5 It OOo 0~ 0 Oo 0~ max ~ ~ 0~0~0~0 ~o° o° o o° 0°0 slope max bar-per 12 12'x22'x3' 4' 0 0 0 0 ~ 8 belb~ (UNHULLED, UNSCARIFIED} 00 00 00 , ~ .1 side slo
febrio 0 ~0 DO r %j ~o~ 0 00 00 ~ Notarial settled 13 5 x12 x3 ~ 4~ ANQ TALL FESCUE 50~ 1,2~ .000 max ~ 14 11 x20 x3 4 _
sound of dam (NOV 1 MAR 1) ~Q ABRUZZI RYE 25~ 0.61
MAINTENANCE INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL. NNIEDIATELY REt1011E 3 1t SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RDGE. CAREFULLY Cf#CK OUTLETS LATH 3 it 15 10 x20 x3 4 16 7'x15'x3' 4' min "TEMPORARY -RESEED ACCORDING TO OPTIMUM SEAS~1 FOR DESIRED
AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PER1WlEN1LY STABIUIED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND IM1H THE NATURAL GROUND IEVEI t71D $t0ne SeCt10 17 6 x12 x3 4 PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER $tOAe SeCtiO[1 18 10'x20'x3' 4' 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHAD OUT.
APPROPRIATELY STABILIZE IT. ED 19 8 x16 x3 4
20 5'x12'x3' 4'
c ~a VIN'1111 ~7 ~M~ 21 Tx15'x3' 4'
~r~~~'IV1R1 GAICIfI {if.l~l~l N. N.T,S.
N.T,S, Z
W
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W SEQUENCE of CONSTRUCTION
E N ,
o - rv _ _ 1. Obtain grading permit at pre-construction meeting on site, 2. Install stabilized construction entrance/
I Qdb o• 1~' mud romp of all construction entrances.
w 0 Z I 3, Clear site enough to install erosion control devices, 0. ~ , 4, Install sediment and erosion control devices. ~
0 N N 5. Clear and grade site. ID ~ J
6. Install drainage system,~V
c ~ ff 0~ 'tr 7. Protect all drains a structures. 9
tl uun ~h 8. Maintain and clean erosion control facilities throu hout g w Y duration of project, v~ ~ W
to r~ ~ 2-3" 9. Seed site. Z ~ W
a coerce eie w ~S 10. After all oreos have been stabilized, remove all ~ Ly
1. DRIVE STEEL POST 24"INTO GROUND AND EXCAVATE A 6": ~CAVATE A 6" X 6" TRENCH temporary erosion control devices,
ij UPHILL ALONG THE LINE OF POSTS. MAX. 8~ BETWEEN POST! ~ BORE PIT 2, ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM C BETWEEN POSTS. I'L' C THE BOTTOM OF THE W
o PROPOSED Waahia~ - ]f conditions at the site are tech that most of the mud and sediment FENCE 6" INTO THE EXCAVATED TRENCH, U ENCASEMENT ~ ~ - are nd removed by vehicles traveling over the gravel, the tires should be Z Z
Z PIPE ( ~ washed. >taahing should be done on an arse stabilized with crushed stone that 3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE GENERAL MAINTENANCE PROVISIONS EXTEND THE
v°-, drains into a sediment trap or other suitable disposal area. A wash rack may also BOTTOM OF THE FABRIC 6" INTO THE TRENCH. 1• Inspect temporary erosion control devices after each period
~ be used to make washing more convenient sad effective. 4, BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO w THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCI )IL FIRMLY TO ANCHOR ~ of significant rainfall. Check devices for rills, erosion, or JNOFF IS FORCED TO
I ~ - _ ~ Construction GO THRU THE FENCE AND CANNOT GO UNDER IT. i in . All r h I t IT. P P 9 a eas s ou d be stab~hzed within 15 working days
~ ~ ~ ~ STOCKPILE Sp2C1flC8t10nS~ 1. Clear the entrance and exit area of aH vegetation, roots, and other objec- of r n to co struct~on m that area. Denuded oreos shall not exceed W
t ~ AREA tionable material and properly grade iL a 1000 linear feet without seeding and stabilization. All oreos demo ed riot to estoblishin ermanent stabilization shall be ~
RE NCE p 2, Place the gravel to the specific grade end dimensions shown on the plane, and STEEL POST REQ'D W BURLAP ONLY i ~ / ) 9 P gp 'BURLAP ONLY) immediately re-established. Z
w EDGE OF smith it, ~ PAVEMENT SF _ ~ X FA RI EROSION CONTROL PROCEDURE Additionally, the following items shall be performed in
accordance with the specdic construction details on this FENCE ItEO'O) The contractor shall conform to all requirements of the soil sheet:
N 3. Provide drainage to carry water to a sedment trop or other amiable outlet, ~ z NOCWIRE FENCE REQ'D CHECK oAM ~ ~ ~ AT NATURAL 4. Use geotextile fabrics because they improve stability of the foundation in ~ ~ BACKFILL TRENCH WITH SOIL sedimentation and erosion control laws and regulations of the
DRAINAGE OUTLET locations sub' t t0 see a or water table. ~ M MATERIAL AND TAMPNG OR 'H MATH SOIL State of North Carolina os established and enforced by the 1. Sediment basins and inlet protection devices shall be TAMPMiG OR Land alit Section of the North Cordino De ortment of cleaned when sediment has accumulated to one-half of the
~ l~ Pa6 ~ n BORE SITE DETAIL WASHED STONE TO 6" ABOVE ro s ABOVE Qu Y P
~ GRO D. N,T,S, , Environment and Natural Resources. These requirements design depth of the dev'~ce. The sediment shall be placed shall include but not be limited to the folowing: in the disposal area or oppl'~ed to the land area. Any
Maintenance Maintain the gravel pad in a caodition to prevent mud or sediment from leev- o 1. lUl denuded oreos are to be seeded and stabilized grovel facings contaminated by the sediment shall be replaced
~v 1ho nnnafn~nl~nn als TM~ nur wnnnro iwnehn inn~lroeaine rich 7_inn6 ,I.I ~ rif6in 15 ~Invc of emm~lnfinn of nnv nhnee of nrneiinn wifh CIRnn nrnval
stone. After each rainfall, inspect any structure used to trap sediment and clean Should conditions exist unfavorable for seeding or other 2. Rip-rap, silt fence, and earth berm diversions shall beSHEET
it out as necessary. Immediately remove all objectionable materials spilled, iv d' intended ground cover, mulch and tack application as inspected for erosion, displacement, breaks, overruns, and
washed, or tracked onto public roadways. specified below will be required. excessive sedimentation. These damages shall be repaired
a w TEMPORARY SILT FENCE 2. All erosion control improvements shall be maintained, repaired by returning the device to its design condition.
a TEMPORARY CONSTRUCTION ENTRANCE E and kept working until acceptance of project. I Seeded areas eroded prior to permanent stablization shall be regraded as necessary, reseeded and mulched until a
z 0 N. T. S. suitable surface is achieved.
z
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