20010814 Ver 1_COMPLETE FILE_20010531

O? vv r, J F9
`J Michael F. Easley
'O G Governor
r7William G. Ross, Jr., Secretary
> -{ Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 11, 2001
DWQ# 01-0814
Lenoir County
North Lenoir Water Corporation
Post Office Box 1579
Kinston, NC 28503
APPROVAL of 401 Water Quality Certification
Dear Sirs:
You have our approval, in accordance with the attached conditions, to construct a waterline across Briery Run in
Lenoir County, as described in revised application materials received by the Division of Water Quality on May 31, 2001.
After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number
3288, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows 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. 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 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.
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 919-733-9646.
Attachment
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
File Copy
Central Files
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)

0A 0 8 14
DWQ ID:
CORPS ACTION ID:
401 ISSUE;
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
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: North Lenoir Water Corporation
2. MAILINGADDRESS: P.O. Box 1579
SUBDIVISION NAME
Kinston STATE: NC ZIP CODE: 28503
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Albert V. Lewis, Jr., P.E. McDavid Associates, Inc.
P.O. Drawer 49, Farmville, NC 27828
252) 753-2139
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Lenoir _NEAREST TOWN: Kinston, NC
f AYWNT
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
(See Index Sheet)
6. IMPACTED OR NEAREST STREAM/RIVER: Briery Creek
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE 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 ENVIROMENTAL 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
PERMITAND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (x ) IF YES, DESCRIBE ANTICIPATED WORK:
N/A
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: N/A
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
F
FILLING: 0.00

FLOODING: 0.00

DRAINAGE : 0.00
EXCAVATION: Less than 1.0 Acre
OTHER: 0.00
TOTAL ACRES TO BE IMPACTED: Less than 1.0 acre
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: N/A FT AFTER: FT
WIDTH BEFORE (based on normal high water contours): Sec 81" x 11" Plans FT
AVERAGE DEPTH BEFORE:See 8;"xl l" Plans FT AFTER: Same As Before -FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: x
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODLNG:
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. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Water lines will be placed 6' minimum below the bottom of the channel with
the use of a horizontal directional drilling machine or excavator.
13. PURPOSE OF PROPOSED WORK: Relocation/upgrade of water line to provide
notable water supply to rural residents.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Water line extension/upgrad is necessary to provide potable water supply
to rural residents.
Erosion control measures will be provided/installed (Rip Rap gravel filters
and check dams, etc.) to minimize sediment from entering stream.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
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: N/A
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 LNVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( X ) NO ( ) (IF NO, GO TO 16) _
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) . NO ( X )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( X)
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM 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 1 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 PROPOERTY?
DOT Right-of-way, woodland and agricultural area.
10
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS 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,
?A- I& -- 10,14, ? '5 . - / t - -- P, /
??? R'S/AGEiNI T'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

May 18, 2001

McDAVIDAssoCIATES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE, GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • Fax [phone]
120 N. Main Street • P.O. Drawer 49 109 E. Walnut Street • P.O. Box 1776
Farmville, NC 27828 Goldsboro, NC 27533
NC Department of Environment
and Natural Resources
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626
ATTN: John Dorney
PAYMEW
RECEIVED
Dear Mr. Dorney:
4011SSUED
0.10814
SUBJECT: Nationwide Permit Request
Contract No. 1 - Water Distribution
Crescent Road Water System Improvements
North Lenoir Water Corporation
In reference to the subject project, please find enclosed the following:
1. One (1) set of the following plan excerpts:
a. Cover sheet and Creek Crossing plan drawing from sheet 5 of Plans for the
subject project (MAI N - 491 Red).
b. Standard Drawings SD 044012, SD 044040, and SD 044020 which shows a
typical Creek Crossing, plan and section views.
C. Standard Drawings SD 070010 and SD 070020 which shows erosion and
sedimentation control measures for a typical Creek Crossing, plan and
section views.
2. Seven (7) copies of signed permit forms.
3. Copy of letter to US Army Corps of Engineers.
r
Water lines constructed across creeks shall have minimum bury depth of 6 feet. We are not
aware of any wetlands that will be affected by this project.
Please find enclosed MAI Check No. 14618 in the amount of $200.00 for Nationwide DEM
401 Permit. Request DEM 401 Permit or permit waiver at your earliest convenience.
D405J WM01 1
NLWC-CN 1-CRESCENT-ROAD-NATION WD-PERMIT. LTR;2
2:07pm
010518
Please advise if I may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Albert V. Lewis, Jr., P.E.
Farmville Office
AVL/JWM:Icm
Enclosures
cc: John W. Pope (w/permit form)
Melvin Albritton
D405JWMOI 2 j,7pm
INC NLWC-CN 1-CRESCENT-ROAD-NATION WD-PERMIT. LTR;2 010518
DWQ ID:
010g14
CORPS ACTION ID:
NATIONWIDE PER,ti1IT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
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: North Lenoir Water Corporation
2. MAILINGADDRESS: P.O. Box 1579
SUBDIVISION NAME
CITY: Kinston STATE: NC ZIP CODE: 28503
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME)
(WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Albert V. Lewis, Jr., P.E. McDavid Associates, Inc.
P.O. Drawer 49, Farmville, NC 27828
252) 753-2139
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Lenoir
- NEAREST TOWN: Kinston, NC
401 ISSUED
„ r f.
11 A,?;''
flr-f, `i .. (1
40.
N/A
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
(See Index Sheet)
6. IMPACTED OR NEAREST STREAM/RIVER: 1. Briery Creek
RIVER BASIN: Neuse
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE 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 EiWIltON=AL CONCERN (AEC)? YES ( ) NO ( x )
7c. IF THE PROJECT IS LOCATED WTTI-iIN 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
PERMITAND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N/A
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (x ) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: N/A
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.00
FLOODING: 0.00
EXCAVATION: Less than 1.0 Acre
OTHER: 0.00
DRAINAGE : 0.00 TOTAL ACRES TO BE IMPACTED: Less than 1.0 acre
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: N/A FT AFTER:
WIDTH BEFORE (based on normal high water contours): Sec W' x 11" Plans Fr
AVERAGE DEPTH BEFORE:See 8Px1l" Plans FT AFTER: Same As Before Ft
(2) STREAM CHANNEL RAPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: x
CHANNEL EXCAVATION: COONSTRUCTION OF A DAMIFLOODING:
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. DISCTSMON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY I 1 DRAWINGS ONLY)
Water lines will be placed 6' minimum below the bottom of the channel with
the use of a horizontal directional drilling machine or excavator.
13. PURPOSE OF PROPOSED WORK: Relocation/upgrade of water line to provide
potable water supply to rural residents.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Water line extension/upgrad is necessary to provide potable water supply
to rural residents.
110
Erosion control measures will be provided/installed (Rip Rap gravel filters
and check dams, etc.) to minimize sediment from entering strpa
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
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: N/A
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 L VOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( X ) NO ( ) (IF NO, GO TO 16) _
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) . NO ( X )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( X)
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM 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 1 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 PROPOERTY?
DOT Right-of-way, woodland and agricultural area
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS 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,
11)" 1 1 'Lo - ?_ /b t r
R'S/AGEIN SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
20000803 I () 8 1 4 SD044012
Z
R/W
?W W-
W
R/W PLAN VIEW
TYPICAL CREEK OR RIVER CROSSING FOR WATER LINES
GREATER THAN 4 INCHES IN DIAMETER INSTALLED BY OPEN CUT
401 ISSULL
-WOK WATER LINE
\\? W
BRIDGE OR CULVERT(S)
5iEC I IUN VIEW
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PLAN
2.
3.
CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 REQUIREMENTS
V)
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SD044040
AN ANTI-SEEP COLLAR SHALL BE PLACED AT THE DOWNSTREAM (UTILITY LINE GRADIENT) WETLAND BOUNDARY
AND EVERY 150 FEET UP THE GRADIENT UNTIL THE UTILITY EXITS THE WETLAND FOR BURIED UTILITY LINES.
WETLAND CROSSINGS THAT ARE DIRECTIONALLY DRILLED, AND PERPENDICULAR WETLAND CROSSINGS THAT ARE
OPEN CUT AND LESS THAN 150 FEET LONG DO NOT REQUIRE ANTI-SEEP COLLARS.
CLASS B CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS:
A. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ROUNDED
COARSE AGGREGATE 5.0
B. MINIMUM CEMENT CONTENT, SACKS
PER CUBIC YARD WITH ANGULAR
COARSE AGGREGATE 5.5
C. MAXIMUM WATER-CEMENT RATIO
GALLONS PER SACK 6.8
D. SLUMP RANGE 2" TO 4"
E. MINIMUM STRENGTH - 28 DAY PSI 2,500
ANTI-SEEP COLLAR FOR WATER LINES
INSTALLED BY OPEN CUT ACROSS WETLANDS
N

-UTILITY LINE
(DIAMETER VARIES)
ANTI-SEEP COLLAR
CLASS B CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
NOT TO EXCEED
1 X 10-5 CM/SEC
EMBED COLLAR 6" INCHES
BEYOND TRENCH WALL
TRENCH -?I - - 6" INCHES
ANTI-SEEP COLLAR
,•? ?. .; a. CLASS B CONCRETE
OR COMPACTED CLAY
WITH TRANSMISSIVITY
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1 X 10-5 CM/SEC
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R/W I
?W-- - - - - -- - - - -W - - - - -W WATER LINE
-W- - - -
BRIDGE OR CULVERT(S)
R/W
PLAN VIEW
SILT FENCE
CLASS I RIP-RAP SILT FENCE
CLASS TRIP-RAP ?
?/? /\ • • , //.\?? , \? \\ MINIMUM ACCEPTABLE
i\%i\j,,. • f' G\ RIP-RAP DEPTH TO BE
1 1/2 TIMES MAXIMUM
DITCH, CREEK LARGEST STONE SIZE.
CARRIER PIPE OR RIVER
FILTER FABRIC TO BE PLACED
UNDER ALL RIP-RAP.
6' MINIMUM
SECTION VIEW
THE CONTRACTOR AT A MINIMUM SHALL INSTALL AND MAINTAIN
THE FOLLOWING SEDIMENTATION AND EROSION CONTROL MEASURE AT ALL
DITCH, CREEK AND RIVER CROSSINGS:
1. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, CREEK OR RIVER CROSSINGS SHALL BE GRADED NOT
TO EXCEED 2:1 RATIO IF POSSIBLE. SURFACE WATER SHALL BE
DIVERTED FROM LAND DISTURBED AREAS IF POSSIBLE.
2. IN AREAS OF CONCENTRATED RUNOFF PREVENTATIVE MEASURES
TO INCLUDE BUT NOT LIMITED TO SILT FENCES, RIP-RAP, SLOPE
DRAINAGE, OR A COMBINATION THEREOF SHALL BE INSTALLED THE
SAME DAY CROSSINGS ARE CONSTRUCTED. SILT FENCES SHALL
BE INSTALLED ON THE LOW SIDE OR AT THE TOE OF ALL LAND
DISTURBED AREAS TO PREVENT SEDIMENTATION FROM ENTERING
THE WATERWAY.
3. ALL LAND DISTURBED AREAS ON THE BANKS AND APPROACHES
TO DITCH, STREAM OR CREEK CROSSINGS SHALL BE FERTILIZED,
LIMED, SEEDED AND MULCHED WITHIN TWENTY-FOUR (24) HOURS.
EROSION & SEDIMENTATION CONTROL FOR
DITCH, CREEK OR RIVER CROSSINGS INSTALLED BY OPEN CUT
McDAVIDAssoCUTES, INC.
INC. Engineers • Planners • Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone] • Fax [phone] [phone] • F. [phone]
120 N. Main Street • P.O. Drawer 49 401 ' S S U 109 E. Walnut Street • P.O. Box 1776
Fartnville, NC 27828 Goldsboro, NC 27533
May 17, 2001 010814
US Army Corps of Engineers
Washington Regulatory Field Office
PO Box 1000
Washington, NC 27889-1000
SUBJECT: Nationwide Permit Request
Contract No. 1 - Water Distribution
Crescent Road Water System Improvements
North Lenoir Water Corporation
Dear Mr. Biddlecome::
In reference to the subject project, please find enclosed the following:
1. One (1) set of the following Plan excerpts:
a. Cover sheet and Creek Crossing plan drawing from sheet 5 of Plans for the
subject project (MAI N - 491 Red).
b. Standard Drawings SD 044012, SD 044040, and SD 044020 which shows a
typical Creek Crossing, plan and section views.
C. Standard Drawings SD 070010 and SD 070020 which shows erosion and
sedimentation control measures for a typical Creek Crossing, plan and
section views.
2. Two (2) copies of the signed permit forms.
Request Nationwide Permit or permit waiver at your earliest convenience. Please advise if
we may further assist.
Sincerely,
McDAVID ASSOCIATES, INC.
Albert V. Lewis, Jr., P.E.
Farmville Office
AVL/JWM:lcm
Enclosures
cc: John W. Pope
Melvin Albritton
John Dorney
D405JWMOI 1 3:06pm
NLWC-CN I -CRESCENT-RD-NATION WD-PRNT-COE. LTR;2 010517
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2836 POOLE ROAD D.O.T.
END CONSTRUCTION -Y7 REV - 5TA 18.58 IM)
PROPOSED
B" PVC, SDR 21, 200 PSI WATER LINE 3' MAX. FROM EDGE OF RIGHT-OF-WAY
INSTALLATION DEPTH SHALL BE EXISTING 4' MIN. BELOW EXISTING GRADE 4" PVC WATER LINE TO BE SEVERED
AND PLUGGED AFTER NEW LINE
PROPOSED ~ 8" PVC, SDR 21, 200 PSI 5ED LS IN SERVICE SDR 21, 200 PSI WATER LINE
5' MAX. FROM EDGE OF RI . FROM EDGE OF RIGHT-OF-WAY
INSTALLATION DEPTH SHi• ~ 4' MIN. BELOW EXISTING CATION DEPTH SHALL BE BELOW EXISTING GRADE START CREEK
D.O.T. PROP05E0 DRIVE CROSSING 18.42 EXISTING
2" VALVE 8 80X 20+00 D.O.T.
GREEN ACRES OFFICE REMOVE ExISTING 60" ! CMP DAMN 2' ! G/C B C , R!W
JONAS W. POOLE 15.48 D.O.T. PROPOSED DRAINS 0. ~ i~ R W
/ / W _ 16.00 ~ ~
/ / PROPOSED ~ / / NOTE. ` EXISTNG W ~ \ ~ 6' - 8' MIN. INSTALLATION 1 ROCK DRIVE ~ W
8" PVC, SDR 21, 200 PSI WATER LINE B,IS ~ 9.44 / , DEPTH BELOW PROPOSED 16.20 ~ / / ~ A TEL / 120+oG
5' MAX. FROM EDGE OF RIGHT OF WAY ~ DRAINAGE OUTLET. / ~ ~ ~ I
INSTALLATION DEPTH SHALL BE / / 4' MIN. BELOW EXISTING GRADE / D.O.T. PROPOSED DRAINAGE OUTLET ~ ~ F
/ / / , / END CRE ~ CROSSIN END CREEK w Ifi.2a - w/M i~ CROSSING D.O.T.PROP05EDDRIVE ~ _ R/W
I / , i CEMETERY i / e ~ ~ 18.32 ! 14,84 ` I ~ W m
I / 9.96 D.O.T. / 7.32 / / i , ! / / OBLITERARE 6 REMOVE i 1 1 40' ,g2 19+fi0 ~ ' 20+26 :8 REMOVE ~VEMENT ~ 17 TEL • EXISTING W/M
EMERALD ROAD EXISTING PAVEMENT / / / 10.44 i / 1 1 0 ~ , _ Ig+52 ~ ~ a c. P/P 19+96
8.80 ! CONC. DRIVE 13+60 ~ I ~ CONC. SW
6,36 ~ NCSR 1575 POOLE ROAD ~ 17.88 W ~ TEL R EXISTING
I I D.O.T. PROPOSED DRIVE 8 DRAIN W ~ + I . W 24"RCP DRAIN,I'!G/C
ASPHALT DRIVE ~ GREEN ACRES ROAD I NLWC EXISTING ~ 1 : ~ 18+I6 ASPHALT ROAD
I 4" PVC WATER LINE 9.96 ~ I ROCK DRIVE i ~ ~ i~ I 16.24••,•' R ~ ~ / ~ ~i ~ W/M :d"• W
/ /
PAP Q ASPHAlTAOAD W ~W--~ BRICK COLM. ~ 7.36 0 ~ D.O.T, PROPOSED DRAIN ~ 16.52 I / /
W W W ~ ~ CONC.DAIVE I / / 1
MATCH LINE
4.00 W - 5+44 5+7G T.BO 8.60 ~ UNWOOD H. HOMES I ~ 2873 POOLE ROAD
6.60 8+04 0 ~ 15.84 16.32 ,
11.52 BOONE / 2841 POOLE ROAD /
_ Tv ' ~ ~ ARLENE U.MEWBORN 1 EDNA F.HUTCHENS
P/P R
yW 6.24 W EXISTING 1 TEL P
4" PVC WATER LINE TO BE ABANDONED 6.05 AFTER NEW LINE IS IN SERVICE EXISTING g+40 B+92 Q ~ O.O.T. PROPOSED CULVERT l 1
W/M TEL EXISTING W/M N' 1 P!P I i
1 60' NCSR 1575 POOLE ROAD
1 D.O.T. PROPOSED R/W
l j R W D.O.T. PROPOSED R/W
/
NCSR 1574 ROBINSON ROAD
i
I ~ I ~pQ~~ EP i / I re
D.O.T. PROPOSED GUARD RAIL ~2`~0 D.O.T. PROPOSED GAURD RAIL / ' FOREST HILL ROAD
D.O.T. OBLITERATE 8 REMOVE 0
EXISTING PAVEMENT y1 ~ ~ /
P 3
CRESCENT ROAD / \ NCSR 1575 POOLE ROAD
\ PROPOSED NEW ROAD
R 11 / - PROPOSED NEW ROAD PROPOSED
~ Q 2 EA 8" GATE VALVE 8 BOX
380 LF CREEK CROSSING WITH 10" HDPE, IPS, SDR 9, 200 PSI WATER LINE
V INSTALLED BY HORIZONTAL DIRECTIONAL DRILUNG AND 8" DIP, CLASS 350, MJ WATER UNE WITH GRIP RINGS INSTALLED BY OPEN CUT
ALTERNATE
100 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE,
DO.T. PROPOSED R/W CLASS 350, BALL JOINT WATER LINE WITH RIP RAP ON SLOPES
PROPOSED B 2 EA 8" 45° BEND, DI
C ? y NOTE: ' I EA 8" 90° BEND, DI
NORTH LENOIR WATER CORPORATION TO PERFORM FINAL VALVE BOX ADJUSTMENT AFTER PERFORM
~ PROJECT COMPLETION BY D.O.T. C PROPOSED LVE B BOX
A 1 EA 8" GATE VA I EA 2" GATE VALVE Q BOX
P I EA 2" 90° BEND, PVC
I EA 8" x B" TEE, DI I EA 8" DI PLUG TAPPED 2"
I EA 2" x 2" TEE, PYC
I EA 2" PLUG, PVC
NOTE: PROPOSED TIE-IN TO EXISTING 2" PVC WATER LINE
r AFTER NEW UNE IS IN SERVICE
PROPOSED ~ I EA 8" GATE VALVE 6 BOX
I EA 6" GATE VALVE 8 BOX
3 EA 4" GATE VALVE B BOX I EA 8" x 6" TEE, DI
/ I EA B" x 4" TEE, DI
' A I EA 4" x 4" TEE, DI I EA 8" PLUG, DI
I I r.;. I EA 4" PLUG, DI
\ M, I EA FIRE HYDRANT, 4 I/2"
NOTE:
~ . 9 4 PROPOSED TIE-IN TO EXISTING 4" PVC WATER LINE
C \ '
4 i
•1

CRESCENT ROAD
~ ~ q w PROPOSED NEW ROAD
D.O.T. PROPOSED R/W \
R E V I S 10 N S ,~N Caq
~Q'~°.'""''a~~ I 12/20/0 ADDED THIS PAGE
F S/0 i9 ~ WAY °Q0 ~ ~ 2 1/9/01 REMOVED ABANDONED RIGHT OF
R /r~ ~Q ~i 3 3/27/01 CHANGED CREEK CROSSING TO HDPE,MOVED
W L S ~ ~3, ~ ? WATER LINE TO 5' OFF R/W, THEN 3' OFF R/W
Q.~~Q~ AFTER CREEK CROSSING
C~.
R V, LE`~'~~
iuu~~'~~ CONTRACT N0.1-WATER DISTRIBUTION
I NCSR 1574 ROBINSON ROAD ~ ~ ,,~~~N~~~~Nq~i, CRESCENT ROAD WATER SYSTEM IMPROVEMENTS
\ I D,O,T. ~ OBLITERATE B REMOVE ssoc~
N a EXISTING PAVEMEN m I P~....... qT
0 ~ . . s . NnRTH I_FNOIR WATER CORPORATION
Z 0 P cOpP0R4ro ; Z
• : A: LENOIR COUNTY NORTH CAROLINA
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0 wiLLf- Engineers . Planners. Land Surveyors
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I CL INC. Formville, N.C. • Goldsboro, N.C.
w s LG :Ely KWB/Cc SCALE 1„ 50' RATE DECEMBER I, 2000 SHEET 5 0 F 10
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J I CERTIFY THAT THESE PLANS WERE PREPARED UNDER nn`1 ~N CARD \n`1 PSS,~C~q Z O0. `+1111111/~ ~ \~O ,~j11 I,,,, T~ U 0 W ~ J
MY SUPERVISION AND DIRECTION AND THAT THEY ARE ; ~;,~~FESS/ ;.``~POR,q~-;s ~ I- _
m CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. ~ ~ ;pV~ , PLAN APPROVAL: o = _=a SE _ = ~ _ SEAL : ~ C z z ~
3 ~ = = 1972 o - m oW
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~`DL v. LL, J' V \ ' L. 'IIIIII~~~`\\ PRESIDENT ~ J
CD NC REGISTRATION NO. 5543 m NORTH LENOIR WATER CORPORATION U 0 U
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of x
x O SHEET 1 OF !o
N/491 RED