19980645 Ver 1_COMPLETE FILE_19980710

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Iffl?W'A
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 10, 1998
Wake County
DWQProject # 980645
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse River
Buffer Rules
Mr. Danny Bowden
City of Raleigh
Storm Water Engineering Manager
222 West Hargett Street
Raleigh, NC 27602
Dear Mr. Bowden:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 0.1 acres of wetlands or waters for the purpose of replacing an existing culvert and restoring a
streambank, as you described in your application dated July 7, 1998. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows
you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. This approval is also valid for
the Neuse River buffer rules (15A NCAC 2B .033). 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 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification
and any additional conditions listed below.
1. Written DWQ approval is required for the stream realignment plan before impact occurs. This plan must
include detailed bioengineering details including tree planting.
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.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Dorney
Central Files
Steve Sands; CH2M Hill
980645.1tr
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper

CH2MHILL
July 7,1998
John Dorney
N. C. Division of Water Quali
4401 Reedy Creek Road
Raleigh, North Carolina 27607
U 6= j
9 ?! A
CH2M HILL
4824 Parkway Plaza Boulevard
Suite 200
Charlotte, NC
28217-1968
Tel [phone]
Fax No. 704.329.0141
RE: Section 401 Certification - Huntleigh Drive Culvert Improvement Project
Dear John:
Enclosed please seven copies of a completed Section 401 Certification form for the
subject project for your review and comment. We have also submitted the
application form to the U. S. Fish and Wildlife Service, State Historic Preservation
Office; and the U. S. Army Corps of Engineers for approval. Please contact me at
(704);29-0073, extension 276 to discuss the details of the application.
Sincerely,
Stephen Sands, PE
Project Manager
Enclosures
P: \ RALEIGH \ HUNTLEIG \ DENISU3. DOC
? . .i
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)

W
980645
DWQ ID: ?•
26
PRE-CONSTRUCTION NOTIFI
FOR NATIONWIDE PERMITS THAT REQUIRE:
2)
1) NOTIFICATION TO THE CORPS OF
APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
QUALITY, ATTN: JOHN DORNEY 4401 REEDY CREEK ROAD,
RALEIGH, NC 27607. PLEASE PRINT OR TYPE
1. OWNER'S NAME: Citv of Raleigh
2. MAILING ADDRESS: 222 West Hargett Street
SUBDIVISION NAME
CITY: Raleigh STATE: NC
ZIP CODE: 27602
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3240 - 3305 Huntleigh Drive
3. TELEPHONE NUMBER: (HOME) [phone] (WORK) Same
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Dannv Bowden - Citv of Raleigh
Storm Water Engineering Manager
222 West Hargett Street
Raleigh, NC 27602
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wake - NEAREST TOWN: Raleigh
'•.
W
See Attached 1" = 2000' USGS topographic map
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.)
Huntleigh Drive (City of Raleigh maintained) over New Hope Tributary of Marsh Creek
6. IMPACTED OR NEAREST STREAM/RIVER: New Hope Tributary of Marsh Creek
RIVER BASIN: Crabtree Creek of the Neuse River
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ( ) NO (X) IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO (X)
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO (X) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES (X) NO ( ) IF YES, DESCRIBE ANTICIPATED WORK-:
The downstream lake (Beaman Lake) is targeted to be maintained by the City of Raleigh to upgrade
the embankment for safety considerations and to remove sedimentation/ silt for aesthetics and
water qualitv benefits.
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
Total disturbed acreaee: 40'x 450' = 0.4 acres
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Total wetland area: 200'x 200' = 0.9 acres
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION: 40' x 100' = 0.1 acres

FLOODING: OTHER:
DRAINAGE: TOTAL ACRES TO BE IMPACTED:

10b. (1) STEAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
FT
FT
FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: X PLACEMENT OF PIPE IN CHANNEL:
LENGTH BEFORE: 150
WIDTH BEFORE (based on normal high water contours): 10
AVERAGE DEPTH BEFORE: 5
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? -N/A WHAT IS THE EXPECTED
POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The existing culvert will be replaced with a double concrete box culvert Minor upstream and
downstream channel improvements will be completed to ensure the culvert capacity See attached
plans and construction sequence plan.
13. PURPOSE OF PROPOSED WORK: Replacement of the existing Huntleigh Drive Culvert
(60" RCP) with a double 9'x 5' box culvert to relieve frequent flood of the Homes and roadway in
the area. One hundred and fifty (150) feet of channel re-alignment to ensure the culvert system
FT AFTER: 150
FT AFTER: 5
functions freely and is maintainable.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Downstream channel has clogged with silt/sediment which has reduced the hydraulic capacity of
the culvert system. Replacement of the culvert system must be supplemented with downstream
channel work to provide the design capacity of the culvert system and to ensure the system is
maintainable. The defined channel created downstream of the culvert outlet will be protected with
rip rap toe protection and soil bioengineering application above the toe.
I
ft
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: Being contacted with this application
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
Being contacted with this application
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES (X) NO ( ) (IF NO, GO TO 16)
IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT. YES ( ) NO ( )
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO (X)
IF ANSWER 17B IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECT STATE CLEARINGHOUSE, NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA
27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
a. WETLANDS DELINEATION MAP SHOWING ALL WETLANDS, STKEAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND
38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE
SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH
EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.

e. WHAT IS LAND USE OF SURROUNDING PROPERTY?

Residential land use is surrounding the majority of the project The downstream portion
discharges to a small lake used for community aesthetics.
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
MANAGEMENT PROGRAM,
OWNER'S/AGENT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
.
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CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits.
2. Flag the work limits and mark all tree removal areas and tree protection areas.
3. Hold a pre-construction conference at least one week prior to starting construction.
4. Excavate outlet channel and install permanent outlet protection (rip-rap toe protection
and bioengineering slope protection above rip-rap).
5. Install temporary rock check dams in outlet channel to reduce downstream
sedimentation due to culvert and channel improvement construction.
6. Install temporary diversions along entire alignment of culvert replacement to divert
minor flow from construction area.
7. Remove existing 60-inch storm drainage pipe.
8. Drive sheet pilesalong entire length of excavated trench.
9. Install temporary filter fabric and rip-rap to protect excavated construction area from
erosion.
10. Install cofferdams to divert flow to one side of the construction area.
11. Construction box culvert bottom slab and sidewalls along entire construction area for
one cell of the box culvert. Culvert concrete forms and cofferdam installation must
be installed in a temporary fashion so that they can be removed to provide an un-
obstructed flow area for large storm events.
12. Upon completion of the placement of one cell of the box culvert, divert storm
drainage flow into the completed cell. Complete the box culvert bottom slab and
sidewall installation.
13. Complete culvert installation with construction of top slab and backfilling.
14. Install upstream channel improvements along with rip rap toe protection and
bioengineering protection above rip rap.
15. Inspect all erosion and sediment control practices, cofferdams, filter fabric, etc.
weekly and after rainfall events. Repair any damage immediately.
16. After site is stabilized, remove all temporary measures and install permanent
vegetation on the disturbed areas.
17. Estimated time before final stabilization 3 months.
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