20010562 Ver 1_COMPLETE FILE_20010416

June 19, 2001
North Carolina Department of Environment
And Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. John Dorney
SUBJECT: Wilson County Water System Extensions
Clean Water Grant No. 0737A
Wilson County, North Carolina
PN: 00-246.1
Dear Mr. Dorney:
- Li
Ys;? y f ,.T J ?' T 1
On behalf of the County of Wilson, please accept this letter as notice that more than sixty
(60) days has passed from submittal of the Nationwide 12 Permit Application to your office for
this project on April 9, 2001.
Please be informed that it is my understanding that upon receipt of Section 404 and
Nationwide 12 of the U.S. Army Corps of Engineers for the subject stream crossings, Wilson
County has permission to proceed with this project.
If you should disagree with this decision, please advise.
Respectfully,
W. Landon Younce, E.I.
WX/
GREEN ENGINEERING, PLLC
GAWo00\00246.1\johndomeyWldoc WATER, WASTEWATER SURVEYING,PLANNING,PROJECT MANAGEMENT 06/19/01 1:39 PM
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] GREENE NG@COCE NTRAL.COM
Michael F. Easley
?AT?R4 -
?O G Governor
] William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
o ?
Kerr T. Stevens
Division of Water Quality
April 30, 2001
Wilson County
DWQ Project #: 010562
APPROVAL OF 401 Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. Ellis Williford
County Manager
Wilson County
Post Office Box 1728
Wilson, NC 27894-1728
Dear Mr. Williford:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.20 acres
of wetlands, to construct the Wilson County Water system extensions (Clean Water Grant No. 0737A) for, as you
described in your application dated April 19, 2000. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3288. This certification allows you to use Nationwide Permit
Number 12 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). 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.
1. Only perpendicular crossings (within 70 to 105° of the channel) are approved.
2. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ that all the work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality.
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 Domey at 919-733-9646.
A02
Atta?MBl?R
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
Michael F. Easley
Governor
William G. Ross,Jr.Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
W. Landon Younce; Green Engineering r NTb- EAR
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
Apri19, 2001
?Of
North Carolina Department of Environment ?Ss
And Natural Resources Gam'
Division of Water Quality PA YME
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 RE-CEIVEQ
Attention: Mr. John Dorney
SUBJECT: Nationwide 12 Permit Application
Wilson County Water System Extensions
Clean Water Grant No. 0737A
Wilson County, North Carolina
PN: 00-246.1
Dear Mr. Dorney:

0562
On behalf of the County of Wilson, please find enclosed for your review the following
items pertaining to the above subject project:
• Seven (7) copies of the Nationwide 12 Permit Application
• Seven (7) copies of the project narrative with individual stream crossings details
• Seven (7) 8'/2" by 11" copies of construction drawings showing each of
thirteen (13) proposed stream crossings by water main
• Seven (7) copies of U. S. G. S. Quadrangle maps showing all stream crossings
Also, please find enclosed the $200.00 application fee for 401 Water Quality
Certification.
If you should have any questions or require additional information please do not hesitate
to contact this office.
Respectfully,
W. Landon Younce, E.I.
WLY/ F:00-246.1/dorney ltr.doc
GREEN ENGINEERING, PLLC
WATER, WASTEWATER SURVEYING,PLANNING, PROJECT MANAGEMENT
303 N. GOLDSBORO ST. PO BOX 609 WILSON N.C. 27893 TEL [phone] FAX [phone] GREENENG®COCENTRAL.COM
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12
PRE-CONSTRUCTION NOTIFICATION APPLICATION 010562
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: Wilson County
2. MAILING ADDRESS: P.O. Box 1728 physical address: 101 N. Goldsboro Street
SUBDIVISION NAME
CITY: Wilson STATE: North Carolina ZIP CODE: 27894-1728
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DUTERENT FROM
MAILING ADDRESS,ABOVE):
U.S. Hwy 301, SR 1108, SR 1113, SR 1114, SR 1645. SR 1649. SR 1653. SR 1654, SR 1655, SR 1656,
SR 1657, SR 1658. SR 1659, SR 1661. SR 1698
3. TELEPHONE NUMBER: (HOME) N/A (WORK) [phone] Fax: [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Ellis Williford- County Manager P.O. Box 1728. 101 N_ Goldsboro St, Wilson NC 27894 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson - NEAREST TOWN: Lumna. Kenly
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Lee 'Swamp, Black
Creek. U.S. Hwy 301, SR 1108, SR 1113. SR 1114. SR 1645. SR 1649, SR 1653, SR 1654, SR 1655, SR
1656, SR 1657, SR 1658, SR 1659, SR 1661, SR 1698
6. IMPACTED OR NEAREST STREAM/RIVER: Lee Swamp, Black Creek RIVER BASIN: Neuse River
(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 E] NO ® IF YES. EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO
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(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? N/A
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? 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: Neuse River Buffer Encroachment
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.80 acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0.20
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0.20
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: No Change FT AFTER No Change FT
WIDTH BEFORE (based on normal high water contours): No Change FT
WIDTH AFTER: No Change FT
AVERAGE DEPTH BEFORE: No Change FT AFTER: No Change FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X
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? 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)
Additions to County Water System will include laving water main under stream beds by use of backhoe
puiyment A minimum of 3.0' of cover will be provided under stream bed.
13. PURPOSE OF PROPOSED WORK: To provide notable water to county residents currently using
contaminated wells.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND RAPACTS)
Wetlands may exist in the only available corridor for pipe installation - highway rit of way.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OrANY 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: Not RMuuired
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 Not Required
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 10
(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 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 PROPERTY? Rural farmland and forested areas
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE ARACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PIIMT,
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 MANAGEWW
AP ,I
OWNER' /A NTS SW+kTURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
PROJECT NARRATIVE
STREAM CROSSING SUMMARY
WILSON COUNTY WATER SYSTEM EXTENSIONS -CONTRACT 1 & 2
WILSON COUNTY, NORTH CAROLINA
Proiect Description
The purpose of this project is to extend water main to serve existing residents of
Wilson County, North Carolina in an effort to provide potable water to those who are
currently served by contaminated well supplies. The project will include construction of
approximately 18,000 LF of 12" ?, 8" ? and 6" ? water main with appurtenances and one
(1) 250,000 gallon elevated storage tank. The project is located directly south and
southwest of the Town of Lucama and all water main will be constructed entirely within
the right of way of the following roadways: U. S. Hwy 301, SR 1108, SR 1113, SR 1114,
SR 1645, SR 1649, SR 1653, SR 1654, SR 1655, SR 1656, SR 1657, SR 1658, SR 1659,
SR 1661 and SR 1698. The total project area is approximately 28.0 acres.
Stream Crossing Locations
There are thirteen (13) intermittent stream crossing and stream crossing locations
on this project. The streams to be crossed are tributary to Lee Swamp and Black Creek,
which drains into the Neuse River Basin.
Stream Crossing #1
Stream Crossing No. 1 is by 6" ? ductile iron restrained joint water main and is
found on Sheet 33 of 35 Construction Plans and consists of water main crossing around
twin 72" ? RCP Culvert within the SR 1114 (Mobley Road) Right of Way. A minimum
of 2.0' cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #2
Stream Crossing No. 2 is by 8" ? ductile iron water main and is found on Sheet 25
of 35 Construction Plans and consists of water main crossing under 36" ? RCP within the
SR 1658 (Upper Black Creek Church Road) Right of Way. A minimum of 12"
separation will be maintained between water main and existing RCP.
Stream Crossing #3
Stream Crossing No. 3 is by 8" ? ductile iron restrained joint water main and is
found on Sheet 28 of 35 Construction Plans and consists of water main crossing around
Box Culvert within the U.S. Highway 301 Right of Way. A minimum of 2.0' cover will
be maintained beneath the streambed throughout the crossing.
Stream Crossing #4
Stream Crossing No. 4 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 4 of 35 Construction Plans and consists of water main crossing around
Bridge within the SR 1649 (Little Rock Church Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #5
Stream Crossing No. 5 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 1 of 35 Construction Plans and consists of water main crossing around
triple 84" ? CUT within the SR 1645 (Blalock Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #6
Stream Crossing No. 6 is by 6" ? ductile iron water main and is found on Sheet 24
of 35 Construction Plans and consists of water main crossing around 36" ? RCP within
the SR 1659 (Raymond Road) Right of Way. A minimum of 2.0' cover will be
maintained beneath the streambed throughout the crossing.
Stream Crossing #7
Stream Crossing No. 7 is by 12"? ductile iron restrained joint water main and is
found on Sheet 10 of 3 5 Construction Plans and consists of water main crossing around
Bridge within the SR 1658 (Upper Black Creek Church Road) Right of Way. A
minimum of 2.0' cover will be maintained beneath the streambed throughout the
crossing.
Stream Crossing #8
Stream Crossing No. 8 is by 8"+ ductile iron restrained joint water main and is
found on Sheet 23 of 35 Construction Plans and consists of water main crossing around
Bridge within the SR 1653 (Huckleberry Road) Right of Way. A minimum of 2.0' cover
will be maintained beneath the streambed throughout the crossing.
Stream Crossing #9
Stream Crossing No. 9 is by IT' + ductile iron water main and is found on Sheet 9
of 35 Construction Plans and consists of water main crossing under 30"+ RCP within the
SR 1649 (Little Rock Church Road) Right of Way. A minimum of 12" separation will be
maintained between water main and existing RCP.
Stream Crossing #10
Stream Crossing No. 10 is by 12" ? ductile iron water main and is found on Sheet
8 of 35 Construction Plans and consists of water main crossing under 30" ? RCP within
the SR 1649 (Little Rock Church Road) Right of Way. A minimum of 12" separation
will be maintained between water main and existing RCP.
Stream Crossing #11
Stream Crossing No. 11 is by 61'? ductile iron water main and is found on Sheet
18 of 35 Construction Plans and consists of water main crossing under 18" ? RCP within
the SR 1654 (Powell-Hooks Road) Right of Way. A minimum of 12" separation will be
maintained between water main and existing RCP.
Stream Crossing #12
Stream Crossing No. 12 is by 6" ? ductile iron restrained joint water main and is
found on Sheet 17 of 35 Construction Plans and consists of water main crossing around
twin 42" ? CMP within the SR 1654 (Powell-Hooks Road) Right of Way. A minimum of
2.0' cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #13
Stream Crossing No. 13 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 14 of 35 Construction Plans and consists of water main crossing around
48" ? CMP within the SR 1655 (Wheat Swamp Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.

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36 LF OF 12"0 DUCTILE IRON PIPE
1j - / W/RESTRAINED JOINT AND 72 LF 12"0
DUCTILE IRON WATER MAIN AROUND EX.
TRIPLE BARREL 84"0 CMP (MAINTAIN 2-
MIN. COVER OVER PIPE IN STREAM)

o 15 30 100 00
O180
.Y SCALE?
_ BLALOC K ROAD IWISCALE „ F"
=NSIONS (SR *4!D PW an
amm 1 o- 35
?AC r
7=
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I WATER MAIN CROSSES ROADWAY
I CULVERT (SEE DETAIL)
1 - 60X6" HYDRANT TEE
2 - 6" GATE VALVES
1 - HYDRANT ASSEMBLY WATER MAIN 5' OFF
i EDGE-OF-PAV'T TYP
(3' MIN. COVER)
6"0 - - - 6"r
__---- ------ --- ------- ----- _----- -_-_?--_--_____ -= ___
BB ? 24
?J
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N
18 LF 6"0 DUCTILE IRON
WATER MAIN UNDER EX.
18-0 RCP (MAINTAIN 12"
MINIMUM SEPARATION)
s"0
------------

-------- ---- ---------
4 pErAIL
IMBOL AND
T.
36 LF 6"0 DUCTILE IRON WATER
MAIN AROUND EX. 36"0 RCP
(MAINTAIN 2' MINIMUM COVER
OVER PIPE IN STREAM)
RAYMOND ROAD ?D
6*0
------------------,---------- - -- ---------------
---------------
(SR ,` ------- - --- ---------------
---------------
/'R-\ DETAIL
e?
3REEN ENQINEERINQ
WILSON COUNTY
ATER. BURVEYiVCA, PLA NdCi< PROJECT 1AANAGE r
O°F°A°M 24 °°° WLem ` ?°° WATER SYSTEM EXTENSIONS -CCM ?J06 FAX(2MYp-7Ae0 OFM?BM0*?Ci• 0
6?A r No • Gd+ov:

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DIP WATER MAIN
?\ . (SEE DETAIL)

M/ly r?pq
?c
( ? 8) DIP WATER MAIN D
(SEE DETAIL) o v0J
- - - - - - - - - - - - - - - - - -
-- ---------- - - --- -

WATER MAIN CROSSES UNDER
STREAM AT BRIDGE (SEE DETAIL)
1 - 120X6" HYDRANT
1 - 12" GATE VALVE
1 - 6" GATE VALVE
1 - HYDRANT ASSEMB
AYCOCKS CROSSING
12"0 G (SR 1661) / - -
Bvc-v, cgo?K
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?
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26
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/
0
UPPER BLACK CREEK CHURCH ROAD - - -
----- --------- ----- -
-----»---- --------- ---- ------ -- ------
?y 120 12»5
EXTEND 6"0 WATER MAIN 7 (SR 1658) `
\ \ OUTSIDE PAVEMENT t20'
(PLUG do BLOCK) 126 LF 12"0 DUCTILE IRON
WATER MAIN (OPEN-CUT)
1 - 6"V" HYDRANT TEE
2 - 6" GATE VALVES 54 LF OF 12'0 DUCTILE IRON PIPE
\ \ \` 1 - HYDRANT ASSEMBLY W/RESTRAINED JOINT AND 72 LF 12-0
/-c-\ DETAIL DUCTILE IRON WATER MAIN AROUND \Loj EX. BRIDGE (MAINTAIN 2- MIN. COVER
1 - 6"0 45' BEND OVER WATER MAIN IN STREAM)
\
?\ \
? 90 LF 6"0 DUCTILE IRON
WATER MAIN (OPEN-CUT)
=ERINQ WILSON COUNTY u? IBU
M PAO`1CCT MANAC#BrB?IT (SR 16.8)
wumK Ka WATER SYSTEM EXTENSIONS (SR 16E
'
?.
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: VALVE
T ASSEMBLY - - - ?'TRFFiTYt CRaSSIfJC?- Nl7. '
I WATER MAIN CROSSES THRU STREAM
i AROUND BRIDGE (SEE DETAIL)
I
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72 LF 8"0 DUCTILE IRON PIPE
W/RESTRAINED JOINT AND 72 LF 8"0
DUCTILE IRON WATER MAIN AROUND
BRIDGE (MAINTAIN 2- MINIMUM COVER 1 - 6"X6" HYDRANT TEE
ON PIPE IN STREAM) 1 - 6" GATE VALVE
®
HUCKLEBERRY ROAD 1 - HYDRANT ASSEMBLY
8"0
- - - - - - - -- 18 LF 6"0 DUCTILE IRON
------------- -----------------
WATER MAIN (OPEN-Cllr)
L1- -- -- -- - 8"0
(SR i=) ---------
-130
72 LF 8"0 DUCTILE IRON
LL4IE: WATER MAIN (OPEN-CUT)
FOR CONSTRUCTION NOTES. SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
GREEN ENC31NEERING
WATM WASTEWATER. OLMMNq PLANOn PROJECTMANAOIOAENr WILT
OW K a0lDMM 8r rcx a= on wLwn xa row WATER Sly
CEO a, to (M X17-WW FAX (M 243--740 .
- l6wmr No . -43
N CROSSES ROADWAY
SEE DETAIL)
WATER MAIN 5' 01
i EDGE-OF-PAV'T T
1(3# MIN. COVER)
0

u laJ,JmEo -c leaTpA f
1 f
I
18 LF OF 12"0 DUCTILE
IRON WATER MAIN UNDER
U30 RCP (MAINTAIN
12 MINIMUM SEPARATION)
oooOoooor 12"0 „
-------- -------------
--- -- 12"0--
----,-----------
---i ------------
- - - - LITTLE ROCK CHURCH ROAD ?-
(SR 1649) /
DETAIL
IDOL AND
1 - 8"x6" HYDRANT TE
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBL
1 - 12"02" TEE
1 - 12"X8" REDUCE
1 - 12" GATE VALVI
1 - 8" GATE VALVE
LITTLE ROCK CHURCH ROAD
(SR 1649)
12"?
-- -----------------------
-------------------
36 LF 12"0 DUCTI
WATER MAIN (OPI
.j?? Dun
19C-EN ENGINEERING WILSON COUNTY
nK BURVEYM PL.ANI*A PROJECT MANACdBA r
xmmo I". Pm Box a= wu "K f ? WATER SYSTEM EXTENSIONS
306 FAX '(2W 20-7100 GFMmo • CoceaRALMM

IN& No. 9
g LITTLE ROCK CHURCH ROAD_
-
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1- 6" GATE VALVE WATER MAIN CROSSES F
WATER MAIN 5' OFF / I Z
LVERT (SEE DETAIL)
CU
EDGE-OF-PAV'T TYP
W (3' MIN. COVER) / 12"0 L --?- ---
-- ---------------------
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I i I
IRON WATER MAIN UNDER WATER MAIN (OPEN-CUT) `?
EX. 30"0 RCP (MAINTAIN . I 1 - 12"x8" TEE
1
12" MINIMUM SEPARATION)
1 - 12"x6" HYDRANT TEE
" 1 - 12" GATE V/
?
"
GATE VALVE
1 - 6 GATE VAL
1 - 8
1 1 - HYDRANT ASSEMBLY
12"0 12"0 12"o , 12"0

---------------
-- - -1 -1--
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,
W k O W
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---------- --------------
/

LITTLE ROCK CHURCH ROAD 54 l-F 12"0 DUCTILE IRO I
o
U
(SR 1649) WATER MAIN (OPEN-CUT) Ck CHUM ROAD
M-E
(T 1649)
rA'N DETAIL
I
ME. i
FOR CONSTRUCTION NOTES. SYMBOL AND t-B"\ DETAIL
LINE LEGEND SEE DETAIL SHEET.
GREEN ENGINEERING WILSON
WATM WASTIEWATM &M&YIVC74 PlAWMCk PROJECT MANA09AWT
• K oomemw WE FIXX BOX am vmmK ma WATER SYSTE
b?EQ oaf MI. [phone] FAX OW 24*-74E0 CF939800 COCMM-OW
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POVVELL-HOOKS ROAD
-------------
LL L T i 6-0 ' I (SR 1654) -- --- r r-
' 6 o ?? I I I I WATER MAIN 5' OFF i
EDGE-OF-PAV'T TYP I
N 5OT(p \ I 1 - 6"x6" HYDRANT TEE I (3' MIN. COVER) I I
PAS ?- 1 - 6" GATE VALVE
I 1- HYDRANT ASSEMBLY I I I
.-.-.- ----- - - - --J
?--" VmtAAMEII "Tip-?Bc?TARY
'T? E3lAGK C.?
\ I
L _
1
Kg ROAD

'0 DUCTILE IRON WATER MAIN
X. 15"0 RCP (MAINTAIN 12"
SEPARATION)
6"0-
6'0
1g5A)
--------------
6"0
It
?\\\ Fum'INIMUM LF 6"0 DUCTILE IRON WATER MAIN
DER EX. 18"0 RCP (MAINTAIN 12-
IM
SEPARATION)
e?

i
? i
Po _
?? WELL HOpK3 R
U---- ---- - \ - - - - ----w--_ =-_ -
-F6-0 WATER MAIN 5' OFF (SR ??
EDGE-OF-PAV'T TYP
i i (3' MIN. COVER)
I 1 - 6"x6" HYDRANT TEEM CINCH ZY Z 1 - 6' GATE VALVE WATER MAIN CROSSES 1 - HYDRANT ASSEMBLY CULVERT (SEE DETAIL)
\
\
6"0
V N?-1AMED -TRtBJiP+?I
'Tb BLPC*- CASEY.
W
co
Z 18
IJ
U
Q
poWELL-HOMS ROAD
(SR 1654) 72 LF RESTRAINED JOINT DUCTILE IRON
1 Z WATER MAIN AROUND EX. TWIN 42"0
CMP (MAINTAIN 2' MIN. COVER OVER
PIPE IN STREAM)

0 so 100 200 -PLAN SCALE- 400
15 30 00 -MAL SCALE- 120
=ME INTY ME Forum 4?72?7. X10. 727. '12v
AWMM ROAD (SR 1656) AM RFUe CE ?E s727e2C0,70,YC
(TENSIONS POWMJ--HOMS ROAD (M iW4) E F w; : 'r. vol r.
& wren 17 cr W 'RACK'
I
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ELI 65 6,
12
0 C ?L _ t-_ - _ - UJ

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In cp4!r!vm& No .1.3 WATER MAIN
EDGE-OF-AV7 ? _
2*0
IATER MAIN CROSSES ROADWAY I (3 MIN. COYER) _
:ULVERT (SEE DETAIL) "
" U
HYDRANT TEE
1 - 12
X6 I
1 - 12' GATE VALVE Q
I - 6" GATE
V
1 - HYDRANT
ASSEMBLY

ugtihm6D -"2A&7mAy
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2'X12' HYDRANT TEE
2'X8" REDUCER
2' GATE VALVE
' GATE VALVE
4T SWAMP ROAD
0
-__-- £ - m
12'0
-61i1655)
F 12'0 DUCTILE IRON
R MAIN (OPEN-CUT)
1 - 12"X6' HYDRANT TEE
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY
WHEAT SWAMP R0= _ _(SR 1655)
------------ -
E --------------r---
-
---------- 12
tjjL
'0 i
12"0 -- ?--
J 36 LF OF 12'0 DUCTILE IRON
PIPE W/RESTRAINED JOINT AND
36 LF 12"0 DUCTILE IRON
WATER MAIN AROUND EX. 48'0
CMP (MAINTAIN 2' MIN. COVER
OVER PIPE IN STREAM)
I)FTAIL
C
4
90 100 200 -PLAN SCALE- 400
0 15 30 00 -OETAL 80ALE- 120
I V 1 1
(TENSIONS
ALTON ROAD (SR 1643) AM
WHEAT SWAMP ROAD (SR 1655)
F ooz+etc+s.owc
ASCI oo24e.i••
PLOT DATE: MMON 27. 2001
smr Na 14 oR a5 'RACIr
772
N. C. ¦ ?
QUADRANGLE LOCATION
DOOM
°37'30"
ROAD CLASSIFICATION,
Primary highway, Light-duty road, hard or
ssF?o.
hard surface-.:, ` improved surface:-
Secondary highway,
hard surface- Unimproved road
Interstate Route 0 U. S. Route O State" Route

LUCAMA;> N. C:
NW4 "RENLY 15' OUADRANOL6 ; , - ..
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DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 12
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: Wilson County
2. MAILING ADDRESS: P.O. Box 1728 physical address: 101 N. Goldsboro Street
SUBDIVISION NAME
CITY: Wilson STATE: North Carolina ZIP CODE: 27894-1728
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE)-
U.S. Hwy 301, SR 1108, SR 1113, SR 1114, SR 1645. SR 1649, SR 1653, SR 1654, SR 1655, SR 1656,
SR 1657, SR 1658. SR 1659, SR 1661, SR 1698
3. TELEPHONE NUMBER: (HOME) N/A (WORK) [phone] Fax: [phone]
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Ellis Williford- County Manager P.O. Box 1728. 101 N. Goldsboro St., Wilson, NC 27894 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Wilson - NEAREST TOWN: Lucama. Kenly
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) Lee : Swamp, Black rn
Creek, U.S. Hwy 301, SR 1108, SR 1113. SR 1114. SR 1645, SR 1649, SR 1653, SR 1654, SR 1655, SR
1656, SR 1657, SR 1658, SR 1659, SR 1661, SR 1698 m
C rn
6. IMPACTEID OR NEAREST STREAM/RIVER: Lee Swamp, Black Creek RIVER BASIN: Neuse River rn
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERSF(ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? 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? N/A
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? 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: Neuse River Buffer Encroachment
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND:
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.80 acres
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0 EXCAVATION: 0.20
FLOODING: 0 OTHER : 0
DRAINAGE : 0 TOTAL ACRES TO BE IMPACTED: 0.20
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: No Change FT AFTER No Change FT
WIDTH BEFORE (based on normal high water contours): No Change FT
WIDTH AFTER: No Change FT
AVERAGE DEPTH BEFORE: No Change FT AFTER: No Chan-ae FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: _X
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? 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)
Additions to County Water System will include laving water main under stream beds by use of backhoe
guipment A minimum of 3.0' of cover will be provided under stream bed.
13. PURPOSE OF PROPOSED WORK: To provide potable water to county residents currently using
contaminated wells.
14. STATE REASONS WHY rr IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Wetlands may exist in the only available corridor for pipe installation - highway right of way.
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: Not Required
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 Not Required
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 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE DAPACT M 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? Rural bmiland and forested areas
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? N/A
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE RAPACTED 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
LL
OWNER'S%AUENT$ S TURE DATE
(AGENTS SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
PROJECT NARRATIVE
STREAM CROSSING SUMMARY _.. `
WILSON COUNTY WATER SYSTEM EXTENSIONS =CONTRACT 1 & 2
WILSON COUNTY, NORTH CAROLINA
Proiect Deseriution
The purpose of this project is to extend water main to serve existing residents of
Wilson County, North Carolina in an effort to provide potable water to those who are
currently served by contaminated well supplies. The project will include construction of
approximately 18,000 LF of 12" ?, 8" ? and 6" ? water main with appurtenances and one
(1) 250,000 gallon elevated storage tank. The project is located directly south and
southwest of the Town of Lucama and all water main will be constructed entirely within
the right of way of the following roadways: U.S. Hwy 301, SR 1108, SR 1113, SR 1114,
SR 1645, SR 1649, SR 1653, SR 1654, SR 1655, SR 1656, SR 1657, SR 1658, SR 1659,
SR 1661 and SR 1698. The total project area is approximately 28.0 acres.
Stream Crossing Locations
There are thirteen (13) intermittent stream crossing and stream crossing locations
on this project. The streams to be crossed are tributary to Lee Swamp and Black Creek,
which drains into the Neuse River Basin.
Stream Crossing #1
Stream Crossing No. 1 is by 6" ? ductile iron restrained joint water main and is
found on Sheet 33 of 35 Construction Plans and consists of water main crossing around
twin 72" ? RCP Culvert within the SR 1114 (Mobley Road) Right of Way. A minimum
of 2.0' cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #2
Stream Crossing No. 2 is by 8"+ ductile iron water main and is found on Sheet 25
of 35 Construction Plans and consists of water main crossing under 36"+ RCP within the
SR 1658 (Upper Black Creek Church Road) Right of Way. A minimum of 12"
separation will be maintained between water main and existing RCP.
Stream Crossing #3
Stream Crossing No. 3 is by 8" ? ductile iron restrained joint water main and is
found on Sheet 28 of 35 Construction Plans and consists of water main crossing around
Box Culvert within the U.S. Highway 301 Right of Way. A minimum of 2.0' cover will
be maintained beneath the streambed throughout the crossing.
Stream Crossing #4
Stream Crossing No. 4 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 4 of 35 Construction Plans and consists of water main crossing around
Bridge within the SR 1649 (Little Rock Church Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #5
Stream Crossing No. 5 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 1 of 35 Construction Plans and consists of water main crossing around
triple 84" ? CMP within the SR 1645 (Blalock Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #6
Stream Crossing No. 6 is by 6" ? ductile iron water main and is found on Sheet 24
of 35 Construction Plans and consists of water main crossing around 36"0 RCP within
the SR 1659 (Raymond Road) Right of Way. A minimum of 2.0' cover will be
maintained beneath the streambed throughout the crossing.
Stream Crossing #7
Stream Crossing No. 7 is by 12" ? ductile iron restrained joint water main and is
found on Sheet 10 of 35 Construction Plans and consists of water main crossing around
Bridge within the SR 1658 (Upper Black Creek Church Road) Right of Way. A
minimum of 2.0' cover will be maintained beneath the streambed throughout the
crossing.
Stream Crossing #8
Stream Crossing No. 8 is by 8" ? ductile iron restrained joint water main and is
found on Sheet 23 of 35 Construction Plans and consists of water main crossing around
Bridge within the SR 1653 (Huckleberry Road) Right of Way. A minimum of 2.0' cover
will be maintained beneath the streambed throughout the crossing.
Stream Crossing #9
Stream Crossing No. 9 is by 12" ? ductile iron water main and is found on Sheet 9
of 35 Construction Plans and consists of water main crossing under 30" ? RCP within the
SR 1649 (Little Rock Church Road) Right of Way. A minimum of 12" separation will be
maintained between water main and existing RCP.
Stream Crossing #10
Stream Crossing No. 10 is by 12" ? ductile iron water main and is found on Sheet
8 of 35 Construction Plans and consists of water main crossing under 30" ? RCP within
the SR 1649 (Little Rock Church Road) Right of Way. A minimum of 12" separation
will be maintained between water main and existing RCP.
Stream Crossing #11
Stream Crossing No. 11 is by 6" ? ductile iron water main and is found on Sheet
18 of 35 Construction Plans and consists of water main crossing under 18" ? RCP within
the SR 1654 (Powell-Hooks Road) Right of Way. A minimum of 12" separation will be
maintained between water main and existing RCP.
Stream Crossing #12
Stream Crossing No. 12 is by 6" ? ductile iron restrained joint water main and is
found on Sheet 17 of 35 Construction Plans and consists of water main crossing around
twin 42" ? CUP within the SR 1654 (Powell-Hooks Road) Right of Way. A minimum of
2.0' cover will be maintained beneath the streambed throughout the crossing.
Stream Crossing #13
Stream Crossing No. 13 is by 12"0 ductile iron restrained joint water main and is
found on Sheet 14 of 35 Construction Plans and consists of water main crossing around
48"0 CMP within the SR 1655 (Wheat Swamp Road) Right of Way. A minimum of 2.0'
cover will be maintained beneath the streambed throughout the crossing.
w
N
rc*
- - -- ROAD - ?___--------_ ___ - - -
77,
(SR 1114) - - - - - - a WATER MAIN 5' '
6" o / EDGE-OF-PAV'T TYP
ST CAOS?I1?tG- a (3' MIN. COVER) ?
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) B 1 - 6"X6" HYDRANT TEE
/ 2 - 6" GATE VALVES
1 - HYDRANT ASSEMBLY
UAtiLPiMGA -1R180'rAAL/

- ----- L----------
IT`
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6010
LF 6"0 DUCTILE IRON
-ER MAIN UNDER EX. 24"0
(MAINTAIN 12" MINIMUM
'ARATION)
AI
6 Ii5
18 LF
WATER MAIN
RCP (MAIN
36 LF 6"0 DUCTILE IRON PIPE
W/ RESTRAINED JOINT AND 36
LF DUCTILE IRON WATER MAIN
AROUND EX. TWIN 72"0 CMP
(MAINTAIN 2' MINIMUM COVER
OVER PIPE IN STREAM)
S4U?T- 140.33 pe 3?
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL)
WATER MAIN CROSSES
ROADWAY CULVERT
(SEE DETAIL)
WATER MAIN 50
\ \` EDGE-OF-PAYT TYp
8"0 o (3' MIN. COVER)
Rod
?m ?-
DIP WATER MAIN
(SEE DETAIL)
FOR CONSTRUCTION NOTES.
SYMBOL AND LINE LEGEND
SEE DETAIL SHEET.
36 LF 8"0 DUCTILE IRON
WATER MAIN UNDER EX.
36"0 RCP (MAINTAIN 12"
MINIMUM SEPARATION)
8"0
` 6"\ 18 LF 6"0 DUCTILE IRON
WATER MAIN UNDER EX. 18"0
RCP (MAINTAIN 12" MINIMUM
SEPARATION)
1 _ 6"X6" HYDRANT TEE
\ 1 6" GATE VALVE
\ ?p?A 1 - HYDRANT ASSEMBLY
I BLACK CREAK \
UPPER FICH ROAD
8"0 -
A rn N
-- - - - - - - - - - - - - - - - - - -
?- T
?? - - (SR 1658) o
144 LF 8"0 do DUCTILE IRON
DETAIL A WATER MAIN (OPEN-CUT)
k8i
DETAIL
\1 ub
1 - 6"0 45' Ba
36 LF 6"0 DUC
WATER MAIN (OF

?J 1 - 8"X6" TI
1 - 8" GATE
1 - 6" GATE
GREEN ENGINEERINGI
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G( WAT9? WAS IEVATIM 8UFIVEYNC>? PLAMNC>? PROJECT MANACiB?NT
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U.S. HWY 301 i
_ ?! ----------------- -------------
-
--_ - - _ ?: - - - -- -
-----------------------
----? --
------------------------------ --------
810
R-? WATER mm" 21 OFF -.- - - -` - - - - - - -
CENTERLINE OF HIGHWAY
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LEE SLjw^P
5 c?cst>? Ho.3 ?
WATER MAIN CROSSES ROADWAY
CULVERT (SEE DETAIL) /.
um.
FOR CONSTRUCTION NOTES. SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
U.S. HWY 301 '
t
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- - ----------+---- -------------
I 1
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I I
A I I
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6-. O 8*0
36 LF 8.0 DUCTILE IRON PIPE W/RESTRAINED
JOINT AND 36 LF 8-0 DUCTILE IRON WATER MAIN
AROUND EX. BOX CULVERT (MAINTAIN 2- MINIMUM
COVER ON PIPE IN STREAM)
i
---------------
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WATM WASTISWATM SU4VEYM PI A?#A*% PROJECT MANAG0A9 T
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WATER MAIN
EDGE-OF-PE
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LITTLE ROCK CHURCH ROAD
DIP WATER MAIN (SR 1649)
(SEE DETAIL) ?J
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W/RESTRAINED JOINT AND 72 LF 12"0
DUCTILE IRON WATER MAIN AROUND
EX. BRIDGE (MAINTAIN 2' MIN. COVER
OVER PIPE IN STREAM)
1 - 12"x6" HYDRANT TEE
1 - 6" GATE VALVE J
1 - HYDRANT ASSEMBLY I
12*0
12*0 12*0
---------
W ?
• --? ------------------ r
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1270 DUCTILE IRON
MAIN (OPEN-CUT)
1 - 12"x6" TEE
1 - 12" GATE VALVE
1 - 6" GATE VALVE
EXTEND 6"0 DUCT
IRON WATER MAIN
OUTSIDE OF PAVER
(PLUG do BLOCK)
BRYAN RO,
m
6"S
- - ?-- --? - _ 1 - 674" TEE
1 - 6"x2" TAPPED P
1 - 6" GATE VALVE
1 - 2" GATE VALVE
xmENT WILSON COUNTY ur nr= ROM CHURCH WO
WATER SYSTEM EXTENSIONS (SR 1m)
oM
LIM-E R= CHURCH
(SR 1649) . I
5AWr Ike. ¢
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WATER MAIN CROSSES OVER EX.
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BETWEEN BOTTOM OF WATER MAIN
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-?
- 12"0 <
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CULVERTS (SEE DETAIL)
fE TEE , . V NFIAMS? 'TRi f?TP?R?{
:MBLY I "Its $
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v+ ++
M` / O 36 LF OF 12"0 DUCTILE IRON PIPE
1j W/RESTRAINED JOINT AND 72 LF 12"0
I) DUCTILE IRON WATER MAIN AROUND EX.
TRIPLE BARREL 84"0 CMP (MAINTAIN 2-
MIN. COVER OVER PIPE IN STREAM)
0
11
ENSIONS
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MAIN CROSSES ROAD
rIWA
RT (SEE OETAIL)
1 - 6"X6" HYDRANT TEE
2 - 6" GATE VALVES
i - HYDRANT ASSEMBLY ER MAIN 5' OFF
E-OF-PAV'T TYP
MIN. COVER)
-?? - 6"0 - - - - - 600
=_ -- ------- --- --- -- -----? _-------_-_?-- ---
6 24
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18 LF 6"0 DUCTILE IRON
WATER MAIN UNDER EX.
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MINIMUM SEPARATION)
6"f
----------- --------
36 LF 6"0 DUCTILE IRON WATER
MAIN AROUND EX. 36"0 RCP
(MAINTAIN 2' MINIMUM COVER
OVER PIPE IN STREAM)
RAYMOND 7,1"- AD (0
6"0 -- - - --
-------------------\`---------- T-
(SR

'MBOL AND
:T.
DETO
3REEN ENGIINEERINQ WILSON COUNTY
ATM SURVEYM PLAMNCZ PR0JEff MANAGEMENT vAamKQg7
MW FMC PA °°° WATER SYSTEM EXTENSIONS
6"0
------- --------
------- ------ -
5v\mr Na • Z4-W:
? ry /
\ DIP WATER MAIN
(SEE DETAIL) 1 - 12"X6" HYDRANT
1 - 12" GATE VALVE
1 - 6" GATE VALVE
1 - HYDRANT ASSEME
( ?sSB) DIP WATER MAIN
(SEE DETAIL)
AYCOCKS CROSSIN
CO??? Typ
? - - - \ (SR 1661) - -
12 0 GrO?\
G9cd51PG,- NO--7
?(??
WATER MAIN CROSSES UNDER
STREAM AT BRIDGE (SEE DETAIL) ?? C?,S, `? `?
Bt.Pr-K 90 .`•\ g?
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26
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UPPER BLACK CREEK CHURCH ROAD - - -
- ----------------
AS - -? -- -------- --------- ----- --- mf ------_
12"o 120 ° ?'
CJ e / EXTEND 6"0 WATER MAIN "7 (SR 1658)
\ co \ OUTSIDE PAVEMENT t20'
(PLUG do BLOCK) 126 LF 12'0 DUCTILE IRON
WATER MAIN (OPEN-CUT)
\ ?\ I 1 - 6""" HYDRANT TEE
2 - 6" GATE VALVES 54 LF OF 12"0 DUCTILE IRON PIPE
1 - HYDRANT ASSEMBLY W/RESTRAINED JOINT AND 72 LF 12"0
rQ-?\ DETAIL DUCTILE IRON WATER MAIN AROUND
• `? EX. BRIDGE (MAINTAIN 2' MIN. COVER
1 6 *0 45' B OVER WATER MAIN IN STREAM)
-END
a `
90 LF 6"0 DUCTILE IRON
WATER MAIN (OPEN-CUT)
MERINO WILSON COUNTY umm m-'
NA NXXIECr MANAOS BC (SR 1658)
°° `M','B°K WATER SYSTEM EXTENSIONS (SR 16e
7E?G?.CC EM ooM
SV\Wr NO. 10
L
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HYDRANT TEE
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VALVE
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WATER MAIN CROSSES THRU STREAM I I
AROUND BRIDGE (SEE DETAIL)
Sr-OFF I I 8"0 ?_ __ 1 FN(
_` --- __ - ----------------
8"o
I_
------ __--- _ -I =_ _ ------I_-----___=_ -- I
I I I I I
i I L ------- -
72 LF 8'0 DUCTILE IRON PIPE
W/RESTRAINED JOINT AND 72 LF 8'0
DUCTILE IRON WATER MAIN AROUND
BRIDGE (MAINTAIN 2' MINIMUM COVER
ON PIPE IN STREAM)
8*0
HUCKLEBERRY ROAD
--- --..........................................
--
a-
------------- ---------------
(SR 1653)
1 - 60X6' HYDRANT TEE
1 - 6' GATE VALVE
1 - HYDRANT ASSEMBLY
18 LF 6'0 DUCTILE IRON
WATER MAIN (OPEN-CUT)
8'0
/-A'N DETAIL 72 LF 8'0 DUCTILE IRON
mm. WATER MAIN (OPEN-CUT)
FOR CONSTRUCTION NOTES, SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
y
GREEN ENGINEERING WI LICE
WASrEwATM BUTTVEirm PLAw i TsoJrcr MANAC#AVT rr'L<
am K amomoro or. rcx Box ON WLWK KG zmw <<O pROc ' TM CMM-OFACMLf3-illGfMO •
WATER S
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i
YN CROSSES ROADWAY t ?TREPtM CRa66Ime NO.
(SEE DETAIL) WATER MAIN CROSSES ROADWAY
t WATER MAIN 5OFF CULVERT (SEE DETAIL)
i EDGE-OF-PAV'T TYP
I (3' MIN. COVER) UT LE ROCK CHURCH ROAD _
----- _ ___ = T-= (SR leas) _ _
-T
1 - 12" X 6" HYDRANT TEE
1 - 12" GATE VALVE
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY
V Nt?AtnFA "TiZtBv'il?Rl{
To 13AAoL
1 - 8"X6" HYDRANT Ti
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBI
? 1 - 12"X12" TEE
LF OF 12"0 DUCTILE 1 - 12"X8" REDUCE
t ZIR
ON WATER MAIN UNDER 1 - 12" GATE VALV
t . j0"0 RCP (MAINTAIN 1 - 8" GATE VALVE
i MINIMUM SEPARATION) LITTLE ROCK CHURCH ROAD
---?- --- -- 9 - -- _ (SR 1649) _?
-
12"0 12"0 12"0
- - - - 11 - m r, - - ------------ ------------------ -----
- LITTLE ROCK CHURCH ROAD 36 LF 12"0 DUCT
(SR 1649) WATER MAIN (OP
DETAI
WWI- AND ?J
T.
3REEN ENGINEERING WILSON COUNTY
ATM BURvEYM I'IJ'm PROJECT MANAC1EIu1EMT
PXX BOX ON WK-WK P= 27WATER SYSTEM EXTENSIONS
eM FAX C=243-7,M ?8q•
SNIT' 1JC . ? or?
1 ?
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L.?•- uKHwr?caA `TA?e?rw
r - - - - 1- HYDRANT ASSEMBLY SL C41- CAW
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I t 1- 12" GATE VALVE S'TREp1M CR4561W?-
WATER MAIN 1- 6' GATE VALVE WATER MAIN CROSSES F
51 OFF / t y
GE-OF-PAVT TYP CULVERT (SEE DETAIL)
ED
w 12"o (3' MIN. COVER) ?__
Elw -- --_ _____ _ _----------- --- --- _ -_ _-_ -------- -_ --____-
x T- LITTLE ROC
Q
r E E i
I R'rw r
r
r
Wr r i coo
18 LF OF 1200 DUCTILE 18 LF 8"0 DUCTILE IRON i as r
IRON WATER MAIN UNDER WATER MAIN (OPEN-
EX. 30'0 RCP (MAINTAIN i r 1 - 12"x8" TEE
12' MINIMUM SEPARATION) 1 - 12"x6" HYDRANT TEE r r 1 - 12" GATE VI
1 - 6" GATE VALVE r- i i - 8" GATE VAl
1 -HYDRANT ASSEMBLY
12"0 12"0 12"0 12"0
_
W _ ? m W _
LL'
---------- -----------------
y'll Z5;;- --f- I
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LITTLE ROCK CHURCH ROAD 154 LF 12'0 DUCTILE IRON - U
(SR 1649) WATER MAIN (OPEN-CUT) LITTLE ROCK CHURCH ROAD
cs? im)
i
i
mm
FOR CONSTRUCTION NOTES. SYMBOL AND
LINE LEGEND SEE DETAIL SHEET.
IIIIII/I
v GREEN ENGINEERING
WATM WASMWAnn SUMSYNC,ty PI-X#*C>4 PROJECT MAMOSA NT WILSON
GDWW0W 6T Pm WXSW N=27WATER SYSTE
? K
0 p r1 TEL l2= 237-MM FAX [phone] CFEENENn * cocENTRALcom
.<11grT NOI a OF--
I
i
i
i
ES ROADWAY i
IL) 1 L
POWELL-BOOKS ROAD
LL 1- L - - - ' 1 - - -
-________ ___ __ ___? _- =?__=____ =?=____ =_-====1=== ?=
6*0
? I
O.,
..?R) I
1"p
J
T 1 6"0 I (SR 1654) r r
i i
WATER MAIN 5' qFFFF
I I I EDGE-OF-PAV'T 1 - 6"x6" HYDRANT TEE I (3' MIN. COVER) I
1 - 6" GATE VALVE
1 - HYDRANT ASSEMBLY I I
---- - ------- - - - J
??---VµNAMEA "Tiz?Bc?TARY I
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1 L_
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U= MKS ?? - - .
- £ ---_ __--- 6"0
600
'0 DUCTILE IRON WATER MAIN
O(. 15.0 RCP (MAINTAIN 12-
1 SEPARATION)
6"0
6"0 - - t l
01854)
18 LF 6"0 DUCTILE IRON WATER MAIN
UNDER EX. 18"0 RCP (MAINTAIN 12"
MINIMUM SEPARATION)
/-A'\ ...-...1 LI?ri-r w%n In ..P--
-1 -- -- -- -- _ Po _
--`-!''HO,)cs
--------------------- _ - _-- ? - SAD
---- _-_=---_----_ --
WATER MAIN 5' OFF 16$4)
EDGE-OF-PAV'T TYP
i i (3' MIN. COVER)
J?CREAM Ci`v61NG t?O.1Z
II 1 - 6"x6" HYDRANT TEE WATER MAIN CROSSES ROADWAY
- - 6" GATE HYDRANT VALVE ASSEMBLY CULVERT (SEE DETAIL)
1
\
\
VNNRtAw-TptlamP+RsI
-TV 9LPK L C9im
6"0
?Go
w
co
w 18
J
Q
POWELL-HOOKS ROAD _ _--
?a? ----
-----
-------------
6"0
(SR 1654) ? -

0 so 1Z 400 aw
15 3300 W -MAAL. SC CLAM- 20 I
[YiAPH[_ lY`sl F N RS-T
R?BON m-m er am mum=
INTY MALE PRQI=Nx NI,Od?pp2{0.1

A"/'?? RO
p/??? ROAD (OR IBM) AND ^
F iZFk71°
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(TE PO1+ LL-1iOMS ROAD (M 11M)
BAFECALB
gF'? w°02nallzi.:oot cr
rior
aie
NSIONS . I. T7 a?
SS MAC r
72 LF RESTRAINED JOINT DUCTILE IRON
WATER MAIN AROUND EX. TWIN 42"0
CMP (MAINTAIN 2' MIN. COVER OVER
PIPE IN STREAM)
000.N
°37'30"
1 MILE
Z3
'70 '71000-E
ROAD CLASSIFICATION
Primary highway, Light-duty road, hard or 0 W
hard surface improved surface
Secondary highway,
hard surface___.._......_ Unimproved road_._ _--__-___
0 Interstate Route C3 U. S. Route O State Route
N. C. ¦ ? f
LUCAMA, N. C.
QUADRANGLE LOCATION NE14 KENLY 15' QUADRANGLE
N3537.5-W7800/7.5
}
1978 f
1112 L' - H10-
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3951 I - - - Cem• j 30
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229 2 300 000 FEET 130 231 57'30" l
78'00 GOELDSBORO
Mapped, edited, and published by the Geological Survey
-k???5 `Control by USGS, NOS/NOAH and North Carolina Geodetic Survey MN*
1000
Topography by photogrammetric methods from aerial photographs GN a
taken 1975. Field checked 1976. Map edited 1978
Projection and 10,000-foot grid ticks: North Carolina coordinate 6•
system (Lambert conformal conic) lm MILS 31 M ?s
1000-meter Universal Transverse Mercator grid, zone 18
.1927 North American datum
Fine red dashed lines indicate selected fence and field lines where
1978
general) visible on aerial This information is unchecked DECLINATIONA AT T C C UTM GRID AND MAGNETIC NORTH
y photographs. ENTER OF SHEET
Red tint indicates areas in which only landmark buildings are shown
A FOl
KENLY EAST QUADRANGLE
NORTH CAROLINA
OURCES 7.5 MINUTE SERIES (TOPOGRAPHIC) X01
SF14 KENLY 15' OUADRANOLE
'67 2'30+ 769 2 290 000 FEET 711 78°00'
35°37'
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