20010219 Ver 1_COMPLETE FILE_20010214

OWAT?RpG
r
4 'C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 2, 2001
DWQ# 01-0219
Pitt County
James H. Jatko, City Engineer
City of Greenville
1500 Beatty St.
Greenville, NC, 27834
APPROVAL of Tar-Pamlico River Buffer Rules
Dear Mr. Jatko:
You have our approval to construct the Elm Street Culvert Replacement and Channel Improvement project
in Pitt County, as described in your application received on February 14, 2000. This approval is valid for the Tar-
Pamlico River Buffer Rules (15A NCAC 2B .0259). 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 and Water Supply Watershed regulations.
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 and you may be required to send us a new application for a new approval or 401
Certification. If the property is sold, the new owner must be given a copy of this 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).
If you do not accept any of the conditions of this approval, 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
conforming 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 the Tar-Pamlico River Buffer Rules.
If you have any questions, please telephone John Dorney at 9197733-9646.
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
Central Files
File copy
010219
North Carolina 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)
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Sincerely,
Tardy Projects
Subject: Tardy Projects
Date: Fri, 23 Mar 2001 14:34:50 -0500
From: Bob Zarzecki <[e-mail]>
Organization: Division of Water Quality; 401 Certification Unit
To: deborah sawyer <[e-mail]>
CC: Cyndi Karoly <[e-mail]>
Deborah,
I've reviewed the following projects and beleive that they are fine to issue (see comments). We will go
ahead and issue them if we don't hear back from you before 3/31/01. Thanks,
Bob
010219 Elm Street, Greenville OK to issue
010220 Chapman Lumber Co., Currituck Co. OK to issue;
requesting placing rip-rap 5' wide and 645' long in front of existing bulkhead.
Bob Zarzecki
Environmental Specialist III - DENR/ DWQ
401 Wetlands Certification Unit
1 of 1 3/23/012:36 F
P.O. Box 7207
PUBLIC WORKS DEPARTMENT
CITY OF GREENVILLE
N O R T H C A R O L I NA
y ?V81 27835-7207
R(P ' `February 7, 2001 21
Mr. John Dorney
North Carolina Department of Environment and Natural Resources
4401 Reedy Creek road
Raleigh, NC 27607
Re: 401 Certification
Elm Street Culvert Replacement and Channel Improvement
City of Greenville, North Carolina
FEMA Project Worksheet #1023 (WKD # 00403.51)
Dear Mr. Dorney:
Enclosed for your review and approval for the above referenced project are the following items:
• Letter from Ms. Cheryl Nash, Environmental Specialist with FEMA dated February 24, 2000,
concerning this project.
• Pre-Construction Notification Application including locator map, erosion control plan, and related
details.
The enclosed application is for the channel improvement at Elm Street in Greenville, NC near Greenville
Boulevard. A portion of the existing culvert collapsed as a result of the storm flows from Hurricane
Floyd and extensive scour and bank erosion has occurred requiring these improvements
I hope this is the kind of information you were looking for. Additionally, as stated in the referenced
letter from FEMA, U.S. Fish and Wildlife Service has determined that Special Conditions apply to this
project. These have been incorporated into the design and contract documents.
We will be informing your regional office of the progress of this project. If you have any questions or
need further information, please do not hesitate to contact us at 252-329-4525.
Very respectfully yours,
Ja es H. Jat P
ity Engineer
Attachments
cc: T. N. Tysinger, Jr., PE, Director of Public Works
William B. Kerr, PE, Engineer III
:ODMA\PCD OCS\COG\94666\ 1
010 219
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 3
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. 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: City of Greenville
2. MAILING ADDRESS: 1500 Beatty St.
SUBDIVISION NAME: N/A
CITY: Greenville STATE: NC ZIP CODE: 27834
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) (WORK) 252-329-4350
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Pitt - NEAREST TOWN: Within Greenville, NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) At Fornes Run adjacent
to Elm St. and approximately 150 feet north of Elm Street and Greenville Blvd. intersection.
6. IMPACTED OR NEAREST STREAM/RIVER: Green Mill Run RIVER BASIN: Tar-Pamlico
7. (a) 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 0 NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NO
(c) 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? No.
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES F? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: <1
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0
to. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 130 FT AFTER: f* ? FT
WIDTH BEFORE (based on normal high water contours): 20 FT from top of bank to top of bank.
AVERAGE DEPTH BEFORE: 6 FT maximum channel depth
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: X 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? - WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The stream sideslopes will be modified with a backhoe. Riprap and live staking will be installed.
13. PURPOSE OF PROPOSED WORK: Channel improvement and velocity dissipation
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
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: Nt?, 212#Z006
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 N/A.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES ® NO ? (IF NO, GO TO 16)
(a) 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
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, DIRECTOR 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) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, 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 I INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF 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?
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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,
'! L-4001
O E 'S/AGENT'S SI N TURF DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
11* 41. UNITED STATES
DEPARTMENT OF THE INTERIOR
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RIGHT-OF-WAY LINE BASED FROM CENTERLINE
OF EXISTING ROAD AND CITY OF GREENVILLE
ROADWAY PLANS DATED AUGUST 1. 1956.

W.R. & GAY COX
1804 S. ELM ST.
DB F33 PG 402
PIN: 05096

HOOKER MEMORIAL CHRISTIAN CHURCH
1111 GREENVILLE BLVD.
PIN: 26940
NO DEED REFERENCE FOUND
SCALE: 1 INCH EQUALS 25 FEET
1. STAKES SHALL BE TAMPED INTO PLACE AT THE SANE TIME
THAT ROCK 15 BEING PLACED ON THE SLOPE FACE.
2 THE STAKES MUST HAVE SIDE BRANCHES AND BALM INTACT.
THEY SHOULD BE 1.5 INCHES OR LARGER N WAIETER AND
SUFFICIENTLY LONG ENOUGH TO EXIENO WELL INTO SOIL BELOW
THE ROCK SURFACC
3. THE BAST ENDS OF THE MATERIAL MUST EXTEND INTO THE
BACKFLL OR UNOSTURBEI) SOIL BEHIND THE WRAP. A STEEL
ROD OR HYDRAULIC PROBE MAY BE USED TO PREPARE A HOLE
THROUGH THE RP-RAP.
t. ORIENT THE LIVE STAKES PERPENDICULAR TO THE SLOPE WITH
GRONNG TIPS PROTRUDING SLKRITLY FROM THE FlNSHED FACE OF
THE ROCK.
5. PLACE STALES IN RANDOM CONFIGURATION.
PYRAMAT LINER TO BE SECURED AS STATED N SPECIAL.
2

PYRAMAT LINER
USED TO SECURE
SEE RP-RAP TOE DETAIL
LINE STANCE
4
BIOENGINEERING _(LIVE STAKE DETAIL)
Nor TO SCALE
1. EACH RIP-RAP PLACEMENT SHALL BE BEDDED IN LAYER OF .
GEOTEXTILE FABRIC. PLACEMENT OF RIP-RAP SHALL IMMEDIATELY FOLLOW
THE PLACEMENT OF THIS LAYER. KEEP VOIDS TO A MINIMUM AND FORM A
DENSE WELL GRADED MASS OF STONE. DO NOT DISLODGE THE
UNDERLYING BASE OF FABRIC WHEN PLACING STONE. COST OF THE STONE
BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE PLACING OF
RIP-RAP.
2. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 1.0
HORIZONTAL TO 1.0 VERTICAL FINISHED GRADE OF THE RIP-RAP IS TO
BLEND WITH THE SURROUNDING AREA
3. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
(ESPECIALLY AFTER SEVERE STOMS) AND WEED BRUSH GROWTH.
4. THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE 36 INCHES
OF CLASS 1.
REFERENCE LIVE STAKE DETAIL
1. SEE NOTES 1. 2 & 3 IN RIP-RAP TOE DETAIL.
REFERENCE LIVE STAKE DETAIL
INSTALL CLASS 2 RIP RAP
FILL VOIDS W1TH CLASS 1
GEOTEXTILE FABRIC
RIP-RAP TOE DETAIL
NOT TD SCALE
ST
STAKES
TO A
POINT -
DEAD STOUT STNS
rxAMAr LINER
.
GEOTEXTILE FABRIC-'
RIP-RAP APRON DETAIL
NOT TO SCALE
I
IDTH
BED ELEVAT
Q F0
4'
DAMET R, G%
LOS
?
A
LE S a FOOTER ROCK
0
ON
ENDS
2
C
B
?
0 LOGS SHOULD BE BELOW THE
Q Q BOTTOM
STREAM BED

0 ROCK
n QIAMETER
14-38'
TYPICAL LOG V HOOK VANE DETAIL
NOT TO SCALE
ANGLE ROOT WAD 30'
UPSTREAM TOWARDS THE FLOW
WHEN BACKFILLING OVER AND AROUND
BAN HOR FOOTER PACK kOCKST AND LOOGS AND
IN BETWEEN XL WADS TO FIRMLY SECURE
ALL CONNECTIONS AND GAPS.
ROOTWAD TO BE PLACED THRU BENDS.
to ROOTWAD TO OVERLAP.
STONE PLACED BETWEEN ROOTWADS.
FOOTER LOG-
1FT OW ACTUAL NO. OF ROOTWADS AT EACH
\ LOCATION TO BE DETERMINED BY THE ENG.
ANCHOR ROCKS -OFF LOG
ROOT WAD LOGS
l Fr DIA.
PLAN VIEW
SEE PLANTING PLAN FOR
STABILIZATION MEASURES
CUT-OFF LOG
E1F/AT10N T WO I HN ORIRI ONTAL
1.8 t L INV E O ANCHOR FOOTER LOG ROCKS TO BE
O LA D D
OF EACH FOOOTTER LDOWNSTREAM G SHAT NIT IS
FOOTER LOG LEANING AGAINST THE LOG ON THE
CROSS SECTION VIEW SIDE AWAY FROM THE CHANNEL.
ROOT WAD DETAIL

--*, ^ A

FEDERAL EMERGENCY MANAGEMENT AGENCY
4P FEMA -1292-DR-NC
4020 Capitol Boulevard
Raleigh, North Carolina 27604
February 24, 2000
01021 9
City of Greenville
Attention: Mr. James Jatko
City Engineer, Public Works Department
1500 Beatty Street
Greenville, NC 27834
Subject: Project Worksheet #1023
Replacement of pipe culvert at Elm Street and Fornes Run
Dear Mr. Jatko,
This letter is in reference to our telephone conversation of February 24, 2000 regarding the
removal and replacement of the pipe culvert located at Elm Street. A site visit was conducted
to this culvert by U.S. Fish and Wildlife Service on February 22, 2000. At that time, U.S.
Fish and Wildlife determined that Special Conditions apply to this project. U.S. Fish and
Wildlife will require the following:
1. The bottom of the new culvert shall be placed 12-24 inches below the stream bed.
2. The debris, both woody and construction., currently located within the channel shall be
removed.
3. A. low'flow charnel shall be constructed within the stream bed for a length of 50 feet.
In addition to the above Special Conditions which are being required of the project, U.S. Fish
and Wildlife has the following suggestions. These suggestions are strongly recommended to
the City of Greenville, but are not being required of the City due to the fact that they are not
eligible costs reimbursable by FEMA.
1. U.S. Fish and Wildlife Services recommends that the construction debris placed within
the washout area on the adjacent private property be removed. It is recommended that
this property then be graded in a terraced fashion, the terrace to be constructed to
provide stormwater storage for a 1.5 - 1.6 year interval storm.
V
'-*`' _A
FEDERAL EMERGENCY MANAGEMENT AGENCY
February 24, 2000
City of Greenville
Attention: Mr. James Jatko
Subject: Project Worksheet #1023; Replacement of pipe culvert at Elm Street and Fornes Run
2. It is recommended that the terrace be landscaped with native vegetation following final
grading. The native vegetation should be chosen for its ability to slow stormwater flow
and for its ability to survive periodic inundation.
The environmental review of the subject Project Worksheet has resulted in a determination that
the work is eligible provided it is done in compliance with the U.S. Fish & Wildlife Service
Special Conditions.
Sincerely,
t ' l?Al
. Nash
Environmental Specialist
C: Mr. Kevin Moody
U.S. Fish and Wildlife Service
P. O. Box 33726
Raleigh, NC 27336-3726