20010372 Ver 1_COMPLETE FILE_20010314

GEORGE FINCH/Boney and Associates, PA
309 N. Boylan Avenue, Raleigh, North Carolina 27603-1402
Post Office Box 10472, Raleigh, North Carolina 276017-0472
Tel [phone]
Fax [phone]
April 24, 2001
Ms. Angie Pennock
COE - Wilmington Office
P.O. Box 1890
Wilmington, N.C. 28402-1890
re: Wastewater Treatment Facilities Improvements - Town of Gibson
Revised Information for Department of the Army Permit
Dear Ms. Pennock:
landscape architecture
engineering
surveying
_ Enclosed is the revised information we discussed by phone yesterday. Changing to corrugated
metal pipe (CMP) in lieu of reinforced concrete pipe (RCP) reduced the velocity at the end of the culvert.
However, the velocity was still to high for the Land Quality Section to approve the elimination of the rip
rap velocity dissipation pad. We were able to reduce the length of the pad from 28 feet to 26 feet and
significantly reduce the size of the rip rap from 20" average diameter to 6". With the smaller size rip rap,
the area should return to a more natural look much faster.
The enclosed revised Figure 2 and the revised Culvert Outlet Protection Detail reflect the design
changes.
If additional information is needed or if you have questions, please call me or send me an E-mail
at [e-mail]. Thank you for your assistance.
Sincerely,
George FinchBoney and Associates, P.A.
L?ot??r
G. Robert Graham, P.E.
cc: Stephen Cook, Land Quality Section, Fayetteville
Li6hn Dorney, DWQ#01-0372
Town of Gibson
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F WATF
\O?O RQG Michael F. Easley
Governor
co William G. Ross, Jr., Secretary
j Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 25, 2001
DW Q# 01-0372
Scotland County
Mayor William W. Pearson
Town of Gibson
P.O. Box 256
Gibson, NC, 28343-0256
APPROVAL of 401 Water Quality Certification
Dear Mayor Pearson:
You have our approval, in accordance with the attached conditions, to fill in 0.046 acre of wetlands and 50 linear feet of
streams in order to construct an access road and irrigation force main in Scotland County, as described in your application
received by the Division of Water Quality on March 14, 2001. After reviewing your application, we have determined that
this fill is covered by General Water Quality Certification Numbers 3288 and 3289. This Certification allows you to use
Nationwide Permit Numbers 12 and 14 when issued by the U.S. Army Corps of Engineers. 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. 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.
Sincerely,
Kerr T. Stevens
Attachment
cc: Corps of Engineers Wilmington Regulatory Field Office
Fayetteville DWQ Regional Office
Central Files
File Copy
Robert Graham, 309 N. Boylan Avenue, Raleigh, NC, 27603
010372
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)
n+n moo i- r..ti,...,,nIn 100 cono rc...,x n,..,... ..a ..... .... .... i..,.,.,......,a..I
MEMORANDUM
TO: John Dorney { Regional Contact: Ken Averitte
Non-Discharge Branch WQ Supervisor: -I D-ds
Date: -4 2
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name The Town of Gibson
Project Number 01 0372
County Scotland
County2
Recvd From APP Region Fayetteville
Received Date 3/14101 Recvd By Region 3/27/2001
Project Type
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
t? F__ Q Y Q N F__ l4-3?-l4 F-FF-30,755. F- I -
F-F-OY _0N F-F-F-f I -F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? (P Y ON Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: pQ Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) 34/46/06 Longitude (ddmmss) 79/35/40
Comments:
(The SERG has issued a permit for construction and op eration of this facility.) The road crossing
and force main have been realigned to cross at 90 degr ees in the most narrow part of the drain. This
stream is intermittent at best and fed by a seasonal "sa g" at the head of the drain. Access to this
part of the spray field is not available due to pro ey lin es on one side and larger wetland areas
downstream of the proposed crossing. Storm water man agement is not an issue since there is very
little impervious area involved. The irrigation site will be planted with trees as part of the waste
management plan.
cc: Regional Office
Central Office Page Number 1
APR.23.2001 1:14PM ENVIRONMENTAL MGMT
A IF
i
i4C,DENK
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28309-5043
VOICE: 910-4861549
Fax: [phone]
To-, 44v4q A'??
Fax 0: f .? .. '
From:_
Subject: FI/ l D .S 7z---
NO.483 P.1/2
Date: 14-0217--dl
Pages (including cover):
COMMENTs
APR. 23 2001.x.., 1.1,
Project Xame
county
Name cf evaluator
Wetland Location
no. as 3 -P 2i2-.??93
r-•?- Nearest Road
Wed Area-g -?7- acres Wetland Width = feet
Date
on pond or lake
on perennial strc=
.4:::on intcnniticnt strc= 6 tV
-within interstrca.m divide
- other
Adjacent land use
(within 112 mile upstream, upslvp©, or radius)
?forested/natural vegetation Z?*/oo
,••,,_?agriculture, urban/suburban
impervious surface %
Dominant veget26on
SoMserics. all
predoh iu=tly organic - humus, muck, (2)
or peat
Yredominantly mineral - non-sandy
2! predominantly sandy
(3)
Flooding nndcIctuesa
8ydraulie factors
,6,d /steep topography
ditched or ehann
total wetland width z 100 fees
semipermanently to permanently
iooded or inundated
_• _ seasonally floodM or inundated
intermittudy flooded or temporary
=face water
?• no evidence of flooding or surfaco water
Wetland type (select one)*
• Bottomland hardwoodforest ,,Pine savwm
1-?',Hendwater forest Freshwater marsh
Swamp forest Bog/fen
Wet flat Ephemeral wetland
Pocosin Carolina Bay
Bog forest Other
*the rating sxstem cannot bea-pHed to salt or brackish marshes or stream cbw=13
1 wei& ., _ Wetland
Water storage •c 4,00= r+ Ratio
j? • g
-
fj Eanh/ShorcHne stabUizatlon 4.00
t? M
Pollutant removal 5.00 -.
j WIldlife habitat _ IC 2.00 a .. =_
00
N Aquatic Gfe value
?` -
(?jr Recreation/Education x 1.00
*Add 1 point if insensitive watershed and >10% nonpoint disturbance within 111 mile upstream,
U 5l0 ei or radius
???Nr.?...---_,.. -?-- --
GEORGE FINCH/Boney and Associates, PA
309 N. Boylan Avenue, Raleigh, North Carolina 27603-1402
Post Office Box 10472, Raleigh, North Carolina 27605-0472
Tel [phone]
Fax [phone]
March 20, 2001
Mr. John Dorney
DWQ Wetland/401 Unit
4401 Reedy Creek Road
Raleigh, N. C. 27607
landscape architecture
engineering
surveying
hA _""? 4
re: Application for 401 Water Quality Certification 1002 6 1 aVN
Wastewater Treatment Facilities Improvements - Gibsonz Jp4,Cgolina
DWQ# 01-0372 ? . ..3
Dear Mr. Dorney:
Enclosed are the following items in support of our request for 401 Water Quality Certification for
the above referenced project. The Pre-Construction Notification Application, a copy of the Corps Permit
Application, and the permit application fee for this project were previously submitted without the
following additional information:
1. Seven copies of the Pre-Construction Notification Application
2. Seven sets of plans
3. Seven copies of Section 404 Permit Application
4. Seven copies of the surveyed map of the wetlands area de `ieJ, p-,
5. Seven copies of the Wetlands Delineation Report
?- r
If additional information is needed, please let us know.
Sincerely,
George FinchBoney and Associates, P.A.
'2a+(A* &d_tu_
G. Robert Graham, P.E.
cc: Town of Gibson
o (?,;4,?C. ??

E
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) NW-12 and NW-14
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: Town of Gibson
2. MAILING ADDRESS: P.O. Box 256
SUBDIVISION NAME
CITY: Gibson STATE: N.C. ZIP CODE: 28343-0256
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
N.C. Hi sway 381
3. TELEPHONE NUMBER: (HOME) 910-268-4291 (WORK) 910-268-4295
4. IF APPLICABLE: AGENTS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Mr. William W. Pearson, Mayor
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Scotland - NEAREST TOWN: Gibson, N.C.
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) 0.2 miles North of
NC 79
6. IMPACTED OR NEAREST STREAM/RIVER: Joe's Creek RIVER BASIN: Lumber
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-H)? YES 0 NOX IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES 0 N0 3K
(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?
t?
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 ? NOXIF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 50 ac.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2 ac.
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.046 ac. EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.046 ac.
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 50 FT AFTER: 50 FT
WIDTH BEFORE (based on normal high water contours): FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: XX
CHANNEL EXCAVATION: CONSTRUCTION OF A DAMNLOODING:
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)
1. Excavation of a trench and placement of a 6" force main using and excavator and loader, 2. Placement
of 2 - 42" concrete pine culverts in the stream channel and covering with fill using an excavator and dozer.
13. PURPOSE OF PROPOSED WORK: Construction of an access road and an irrigation force main.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MWMZE WETLAND IMPACTS)
Wetlands along an existing stream cross the width of the property. Access is needed to the rear of the
property for additional irrigation fields for the wastewater treatment facilities. The access road and force
main have been designed to cross the stream at a right angle at one of its narrowest locations to minimize
wetland impact.
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: March 5, 2001
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAYBE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED March 5, 2001

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;9
(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 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? Agdculture and Forestry
(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
IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
x C.1 ?. x t 6. 2-0 v t
OWNER'S/AGENT'S SIGNATURE DATE '
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
037 2
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) NW-12 and NW 14 !;
's.
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: Town of Gibson
2. MAILING ADDRESS: P.O. Box 256
SUBDIVISION NAME
m
CITY: Gibson STATE: N.C. ZIP CODE: 28343-0256 CD
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
N.C. Hi iway381
3. TELEPHONE NUMBER: (HOME) 910-268-4291 (WORK) 910-268-4295
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Mr. William W. Pearson. Mayor
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Scotland - NEAREST TOWN: Gibson, N.C.
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) 0.2 miles North of
NC 79
6. IMPACTED OR NEAREST STREAM/RIVER: Joe's Creek RIVER BASIN: Lumber
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 ? NOM IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NOX
(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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO)J 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]ZIF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 50 ac.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2 ac.
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.046 ac. EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.046 ac.
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 50 FT AFTER: 50 FT
WIDTH BEFORE (based on normal high water contours): FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: XX
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 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)
1. Excavation of a trench and placement of a 6" force main using and excavator and loader, 2. Placement
of 2 - 42" concrete pipe culverts in the stream channel and covering with fill using an excavator and dozer.
13. PURPOSE OF PROPOSED WORK: Construction of an access road and an irri atg ion force main.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Wetlands along an existing stream cross the width of the property. Access is needed to the rear of the
property for additional irrigation fields for the wastewater treatment facilities. The access road and force
main have been designed to cross the stream at a right ange at one of its narrowest locations to minimize
wetland impact.
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: March 5, 2001
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAYBE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED March 5, 2001

17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC
(STATE) LAND? YES3K 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 ? NOJ(
(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 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? Agriculture and Forestry
(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 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
ACPVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OIP APPROVAL NO. 07104)0-,
(33 CFR 325) .,tires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
other aspect of this collection of
te or an
ti
d
y
ma
en es
reviewing the collection of information. Send comments regarding this bur
to Department of Defense, Washington Headquarters Sen•ice
estions for reducing this burden
su
includin
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Directorate of information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302:
and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Please DO
NOT RETURN your form to either of those addresses. Completed applications must be submitted to the district engineer
having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principle Purpose: These laws require permits authorizing activities in_
or affecting, navigable waters of the United States, the discharge of dredged or fill material into waters of the United States.
and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information
provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information
is voluntary. If information is not provided, however, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS 1 THR U 4 TO BE FILLED BY THE CORPS)
L APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not
required)
Town of Gibson
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Post Office Box 256
Gibson, NC 28343
7. APPLICANT'S PHONE NOS. W/ AREA CODE lo. AGENT'S PHONE NOS. W/ AREA CODE
a. Residence a. Residence
b. Business [phone] b. Business
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this
application and to furnish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE

NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Wastewater Treatment Facilities Improvements
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
Joe's Creek
15. LOCATION OF PROJECT
N.C. Highway 381
Scotland NC
COUNTY STATE Gibson, NC
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructions)
Latitude 34046'
Longitude 79035'45"
17. DIRECTIONS TO THE SITE
From the intersection of N.C. 79 and N.C. 381, take N.C. 381 north 0.2 miles.
Turn right onto an unimproved dirt road to the wastewater treatment plant.
18. NATURE OF ACTIVITY (Description ofproject, include all features)
See attached sheet.
19. PROJECT PURPOSE (Describe the reason or purpose of the project, see instructions)
See attached sheet.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. REASON(S) FOR DISCHARGE
Permanent fill will be placed in the wetlands to cover the pipe culverts and
construct the access road.
21. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT OF EACH TYPE IN CUBIC YARDS
Sandy loam fill material obtained from the excavation of a new treatment lagoon
will be used for the access road construction. Some 250 cubic yards of material
will be required over a 2000 square foot area of wetlands.
22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS TO BE FILLED (see instructions)
See attached sheet.
23. IS ANY PORTION OF THE WORK ALREADY COMPLETE? YES _ NO x IF YES, DESCRIBE THE COMPLETED WORK
24. ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ADJOINS THE WATERBODY (If more than can be
entered here, please attach a supplemental list).
Z.V. Pate, Inc.
9120 Morgan Street
Laurel Hill, NC 28351
25. LIST OF OTHER CERTIFICATIONS OR APPROVALS/DENIALS RECEIVED FROM OTHER FEDERAL, STATE OR LOCAL AGENCIES FOR
WORK DESCRIBED IN THIS APPLICATION.
AGENCY TYPE APPROVAL' INDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Div. of Erosion n/a 11/00 11/22/00
Land Qual. Control
Div. of Non-
Water Qual. Discharge WQ0002766 12/99 11/28/00
Permit
• Would include but is not restricted to zoning, building and flood lain permits

26. Application is hereby made for a permit or pennits to authorize the work described in this application. I hereby certify that the information in this
application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am aging as the duly
authorized agent ofthe applicant.
aZ7- L--4?
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
Ilte application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the
statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and
willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fad or makes any false, fictitious or fraudulent statements or representations
or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
$10,000 or imprisoned not more than five years or both.
F
Additional Information - Application for Department of the Army Permit - 33 CFR 325
Town of Gibson
Wastewater Treatment Facilities Improvements
Block 18 - Nature of Activity
The overall project is to expand the capacity of the wastewater treatment facilities of the
Town of Gibson. The existing plant consists of a treatment and storage lagoon and a land
application field for the effluent. The expansion consists of the construction of a second treatment
lagoon and a second land application field. A 40.5 acre site immediately east of the existing site
will be acquired for the second land application field. A tributary of Joe's Creek separates the
existing and proposed land application fields. This permit application is for the crossing of the
tributary with a 6" irrigation force main and a gravel access road.
The force main and the road will both cross the stream at the same location. The force main
will be installed first and will cross the stream approximately two feet below the stream flow line.
The culverts will be placed in the stream above the pipe crossing. The length of the dual culverts
will be 65 feet including flared end sections at each end. Some 28 linear feet of rip rap will be
placed in the stream at the downstream end of the culverts for velocity dissipation.
An excavator will be used for placement of the force main and the culverts. Fill over the
culverts will be placed with an excavator and/or a bulldozer. Fill material will come from the
construction of the second treatment lagoon.
Block 19 - Proposed Project Purpose
The purpose for the project is to provide additional wastewater treatment capacity for the
Town of Gibson. Due to lack of this capacity, the Town has been under a moratorium on
additional sewer connections for five years, stifling growth in the Town. The stream crossing is
required to access the additional land needed for the project expansion.
Work will begin in the summer of 2001 and be completed by spring of 2002.
Block 22 - Surface Areas of Wetlands or Other Waters Filled
See attached `Detailed Wetlands Delineation for Road Crossing" prepared by Soil &
Environmental Consultants, Inc. for detailed description of the wetland. In general, the wetland is
a riparian wetland adjacent to the tributary to Joe's Creek.
An excavator will be used for placement of the force main and the culverts. Fill over the
culverts will be placed with an excavator and/or a bulldozer. Any material removed from the
wetland will be spread in the buffer areas around the land application areas. These areas are
included within the areas protected by proposed erosion and sedimentation control measures.
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George Finch/Boney & Associates
PO Box 10472
Raleigh, NC 27605
Attention: Mr. Robert Graham
Re: Detailed Wetlands Delineation for Road Crossing
Town of Gibson Spray
Gibson, Scotland County, NC
S&EC Project No.: 00-5575
Dear Mr. Graham,
100 6
On December 21St, 2000, S&EC conducted a detailed wetland delineation for the proposed road
crossing area at the Town of Gibson Spray site. The site is east of NC Highway 381, just north of
its intersection with NC Highway 79. Figure 1 shows the location of the site on a USGS
topographic quadrangle.
EXECUTIVE SUMMARY
We have determined that wetlands and jurisdictional waters (i.e., streams, ponds, or lakes) exist
on the site. The accompanying wetland sketch map depicts the approximate location of wetlands
and jurisdictional waters identified on the site. Please refer this map and the results and
recommendations section below for more detailed information.
SCOPE OF WORK
The detailed wetland delineation consisted of pedestrian reconnaissance of the property to
examine the soils, vegetation, and hydrology for the presence of areas that meet the criteria for
jurisdictional wetlands by the procedures described in the Corps of Engineers Wetlands
Delineation Manual (January 1987 - Final Report). Areas on the site with positive indicators of
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
r
Environmental Consultants, Inc.
Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
Web Page: www.SandEC.com
Western Branch Offices: [phone] • [phone] • [phone]
December 22"a, 2000
ri
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hydric soils and evidence of wetland hydrology and hydrophytic vegetation were flagged with
sequentially numbered, pink S&EC logo flagging. Proof of wetland hydrology would be the
existence of hydric soils with oxidized root channels in the upper 12 inches of the "A' horizon,
mucky modified surface texture, water borne deposits, drift lines, scour marks, drainage patterns,
regional indicators of soil saturation, etc. Surface waters such as intermittent and perennial
stream channels, ponds, and lakes, which are also subject to regulation by the US Army Corps of
Engineers (USACE) as waters of the US, were also identified. These surface waters may also be
referred to as jurisdictional waters to indicate that they are within the jurisdiction of the USACE.
It is important to note that wetlands are also classified as waters of the US and regulated by the
USACE.
RESULTS & RECOMMENDATIONS
The results of the detailed jurisdictional waters and wetland delineation are discussed below.
Wetlands and Jurisdictional Waters:
We have determined that wetlands and jurisdictional waters (i.e., streams, ponds, or lakes) exist
on the site. The wetland sketch map depicts the approximate location of wetlands and
jurisdictional waters identified on the site. Onsite jurisdictional waters of the U. S. consist of the
stream feature flagged with the 100 to 106 flag series. Onsite jurisdictional wetlands consist of
riparian areas adjacent to the stream, which were flagged with the 01-033 flag series. No other
wetlands or jurisdictional waters were found within the project boundaries.
All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
and a Wetland Delineation Map generated for use in USACE approval and permitting. The
Wetland Delineation Map should include all of the information listed on the attached
`Requirements for Wetland Delineation Maps'. S&EC delineation flag numbers should be
shown on the wetland survey. Please have the property owner complete the attached agent
authorization form if you would like S&EC to act on their behalf for requesting approval of
the wetland delineation. This form will also be used in preparing a permit application for
impacts to wetlands or surface waters when we are provided with a plan showing the proposed
impacts. S&EC cannot conduct correspondence with the USACE unless we have agent
authorization (see attached Agent Authorization). This authorization form must be filled
out in its entirety by the current landowner and sent to S&EC (a faxed copy is acceptable).
REGULATIONS
Regulations that apply to jurisdictional wetlands and waters present on the site are discussed
below.
Wetland Permittin
Wetland impact permits are issued on a per-project basis as determined by the USACE. The USACE has
determined that impacts on parcels sub-divided from larger tracts are sometimes considered to be cumulative to
existing impacts for the large tract. If this is the case, then thresholds as discussed below may not apply and
impacts to wetlands must be considered in light of existing permits.
Preconstruction notification to the USACE is not required for impacts less than 1/10 acre. Preconstruction
notification and approval by the USACE is required for wetland impacts that/exceed 1/10 of an acre and /or
anv stream channel impacts. If development impacts are greater than 1/3 acre of wetlands or 150 linear feet of
stream and impervious area is 30% or more, then stormwater treatment to meet the pollutant removal design
standard of 85% removal of total suspended solids (i.e., wet detention basins, stormwater wetlands, sand filters,
bioretention areas, etc.) will likely be required by the NC-DWQ. The maximum permanent impact allowed per
project under the nationwide permits is 1/2 acre of wetland or waters of the US Nationwide 39 has a maximum
stream impact threshold of 300 linear feet of USACE important stream channel. Nationwide Permit 39 limits
above-grade fills within 100-year floodplains specifically prohibiting above-grade fill within the floodway.
Additionally, Nationwide Permit 39 limits stream channelization and relocation to streams with an average
annual flow of less than 1cfs.
Impacts to vegetated wetlands in excess of 1 acre of wetlands or 150 linear feet of stream channels containing
"significant aquatic function" may require mitigation by the NC-DWQ. The USACE may require mitigation for
any wetland/jurisdictional waters impacts. Wetland mitigation is a complex process that requires planning and
monitoring. S&EC will discuss mitigation issues with you if we believe your project may require mitigation.
Impacts to channels containing "significant aquatic function" in excess of the notification thresholds may require
mitigation. Channel mitigation is typically intended to replace lost significant aquatic functions and values.
Relocating channels is considered to be an adverse impact and typically results in mitigation within the new
channel. Therefore, this type of mitigation usually requires that meanders be created within constructed channels.
Side-slopes and beds be vegetated; rip-rap is discouraged.
A complete NC-DWQ 401 Water Quality Certification application has a maximum 60-day processing period
while Individual Permit applications submitted to the USACE have no maximum processing periods. The
USACE require that all impacts to wetlands or Waters of the US, less than 1/10 acre, be reported to the
USACE within 30 days of the completion of construction. A complete USACE Nationwide Permit
application has a 45-day processing period.
Nationwide Permits can potentially be utilized if the project is designed to have impacts up to 1/2 acre of
jurisdictional wetlands or waters of the US including a maximum of 300 linear feet of important stream channel
impact under NWT 39. Impacts over these nationwide thresholds will require an individual permit. Individual
Permits require an analysis to determine that the proposed impact is the least environmentally damaging practical
alternative, typically require compensatory mitigation, notification to adjacent property owners, and a public
notice. All impacts greater than 1/10 acre require justification.
.4
ADDITIONAL SERVICES
If you choose to have us perform additional work, the following is a listing of additional services:
(1) Request that the USACE verify our delineation, and (2) Notification to the USACE regarding
impacts to jurisdictional areas and permitting issues, if required. This additional work can be
completed at our hourly rates or a proposal can be generated. Please advise.
Please call Kevin Martin if you need further explanation of the information provided.
Sincerely,
Y
Jim Cooper
Wetland Scientist/Soil Scientist in Training
7*
evin Martin
President
SOIL & ENVIRONMENTAL CONSULTANTS
Attachments:
Figure 1: USGS site vicinity map
Figure 2: Scotland County Soil Survey site vicinity map
Wetland sketch map
Agent Authorization form
Requirements for Wetland Delineations
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THE TOWN OF GIBSON 5990
NCDENR-NC Div. of Water Quality 3/6/2001 ----?-
4-25500 - Misc. Exp. Pre-construction Notification 200.00
------- - ----------
General Checking Pre-construction Notification 200.00
REVISIONS
10/26/00 - REVISED PER
DWQ COMMENTS
N F I N
NORTH C A R R O L I N A
a
85
,w LIST OF DRAWINGS
TOWN OFFICIALS ?
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0 SIFiEET N0. DRAWING NAME ~
MAYOR z R,~, R~+ 1 OVERALL SITE PLAN
WILLIAM W. PEARSON 2 PLANT SITE PLAN
ss ~ 3 NEW IRRIGATION AREA PLAN
95
95 4 LAGOON DETAILS & SECTIONS m
TOWN MANAGER 2 5 IRRIGATION PUMP STATION ~ ~
KEN H AN EY a,~
ppy~ FAf£T/ENLtE 6 MISCELLANEOUS DETAILS d
7 COLLECTION PUMP STATIONS O
74 ' 8 EROSION CONTROL DETAILS ~ ~
COUNCIL 1eOL~""" 95
E1 ELr CTRICAL ~ ~ v
MICHAEL GIBBS s ~ ~~BS •
P~ ~ °w~~
ARCHIE HERRING ~
DAN L. LILES ~ 74 a { ~ a~M
SADIE ODOM
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MADELINE M. PEELE
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O Q a DATE NOV 1999
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REVISIONS
10/26/00 -
N/F GIBBON PROPERTY REVISED PER
DWQ COMMENTS
02/26/01 -
REVISED PER LQS AND COE
I N/F ZV. PALE, INC. PROPERTY
II PROPOSED PROPERTY LINE
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FLOOD ZONE A - NO BASE FLOOD
i +
N ELEVATION DETERMINED (FROM N/~ ZV. PATE, INC. PROPERTY C0 D COUNTY FLOOD
1 i 5 TLAN
i 1 INSURANCE RATE MAP +
374316 4154 B
0 I DATED DEC. 16, 1988 +
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~ k '/2" t I ~ W , t 2_ ~ ~ ' IRRIGATION AND BUFFER AREA - .37.210 ACRES ~
~ 2`' ~ 0; ` ~ - " W LAGOON AREA 3.314 ACRES ~ W ~
i ~ , , 2' V + TOTAL AREA - 40.524 ACRES 1 ~ a
r I ~ € ~ 2. ADDITIONAL WETTED IRRIGA110N AREA - 10.6 ACRES , ~ •
3. ADDITIONAL. IRRIGATION CAPACITY - 63,725 GPD ®1.55 f WEEK x f / C...r
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STAKING NOTE: HORIZONTAL AND VERTICAL 1 HALFWAY BRgNCN ~,i
~ STAKING INFORMATION WILL BE PROVIDED TO ~
CONTRACTORS IN THE FORM OF
AUTOCAD R13 DXF OR DWG FILES. ALL
I WILL BE COORDINATED THE SAME o F LES r \\1~~1t111I I111/~/
AND TO SCALE. ~ O ~ \ oooooaooo / i~ o0 0 ` ~
,a ESSI , / ~ DRAWN BY WAT
~
3 i/ A Z: 00 7e W.. CHLUKLU UY
D OVERALL SITE PLAN , _ ggW 0 PROJ NO. 97020
d / O o SCALE I 100
N O / ° DATE NOV 1999 °0 1
CY) r - J 10/0 T 81
7 O Q rrrrini~tti SHEET OF
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REVISIONS
1o/zs/oa -
REVISED PER DWQ COMMENTS
XI TING IRRI A N T M N
02 26 01 - REPLACE ALL SP NKLER RISERS IN THE EXISTING / /
NEW Sl`OCI(WI ~1 _ 1 tNSyDE P ~ SF ` - ROPERn. LINE IRRIGATION SYSTE AS DETAILED ON SHEET 6 REVISED PER
I ty INCLUDING NEW S.RINKLERS AS SPECIFIED 63 REQ'D . COE COMMENTS ~ )
r ~ _ THE EXISTING TEES IN THE EXISTING IRRIGATION
MAINS MAY BE REUSED IF THEY ARE NOT DAMAGED. IF THE TEES ARE DAMAGED, NEW TEES SHALL BE CUT
w a EXI X y0 00 E IN USING PRESSURE RATED REPAIR COUPLINGS.
TEA1 I o STING AR PORARY SILT FEN STO EXfS11NG ` ouNa NEw ~ cE , a, RAGE ~cE to _ NEW DRAINS SHALL 8E INSTALLED WHERE SHOWN.
GOON q REMAI 605. ' Xt _ REA sHEps " oo ~r'-.~- _
z ~ - . - IRRIGATION SYSTEM LEGEND
~ X ~ x 80 X 150, ! w FEN CHAIN LIN
~ CE ENC~ K 45. r 2 - ~ OSURE W _ RISER WITH TYPE A SPRINKLER ~
BEN ~ 10 GA ~ ~ . SH TES Ag ; .
TIE N ~ OWN. a . 21, f~~E.' 4 ~ EW 2 LIN , < , ~ A: 5 BE p G. TOE E , . ~ kF' P RISER WITH TYPE "P" SPRINK R LE ~
.i : S CL X?STING GATE 'r • ~ ~ , . ~ 9,y ~ t , SF 0
45. ~ ~ A VEL DRI c~AR ~ Minu~uM w~pTM S ®RISER WITH DRAIN VALVE ; FIXt DRI WAY.
. ~ W IRRIG Y TO Y tO
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• I 90 BEN ' ~ ' cv
INLET I I STRUCTURE ~ ' P
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RELOCA ? ~ x X ~ 2 wa r ti AROUND N ~ UNE w ~ I e CUT W A 'i . i A ~ Z
EW LA ' a i t F 8X8 GOON o o ! ONCE IN E 1N70 J A
a F } ~ GA>F AND STgLL X1SnN o ~ E VE EW _
12' GRA I 2 W r ~ ? N • VEL DRIVEyyAY y' X r r EW 6 R_ A
AROUND k ~ ? i ~ 21 ~4' LAGOON x G~' f ~ T ~ ?RR GA ~ Q
~c w r O EW ~ G nON H~a f ~ + Ano ,a ~ A
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1 ~ 8 ~ 70 r A , tQ
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g I BOT1nld ELEV. 24®.0' I ~ ~ GV /3 a TOP ELEV. 257.0' E>aST1HG LAGOON r nN IRRI ~ • ` 0 Ga ON ® ~ LONE 1
c rn ! BOTTOM ELEV. 249.0 2 , r A ~ O
~ 2f>4 r TOP ELEV. 257.0 ~ o r X f ~ ,r A U ~ ~
x
RELOCATE ~ 1 r i 1n NE1t 6 F ~ a j A ~ oH~ z~ G4 ~
THIS INE TREES tN THIS AREA HA ~ ~ j o~
BEEN REMOVED AND ONLY STUMPS r X N A x z H I
r REM N. CONTRACTOR SHALL REMO ALL TUMPS AND DISPOSE OF OFF ! N A w axe
+ SITE PRIOR TO GRADING. ! ' Z~..~O
! I i ~aasnroc \ ( (cAnON I A ~ O
I f ~ f a ONE 3 01 03 A w o
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~ r A • TO BE ABANDONED. X I _ ~ o ~ ~ (
r CAAIN S SHALL BE CUT OFF ' ~y A
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~ I 1p MI IRON PIPE WITH r A ~ ~ A w
INV. 2 GATE VALVE ~ ' ~ ~ r A U Z ,Q+
INV. Y4 ExlsnNc s.o } ~ E-~
t:.' INLET ; E a~ x
2 + - _ STRUCTURE ' ~ i N eP ~ A E-+ ~ ti w a
_ 1 ~ w H SnN IRR(Ga ~ oN zoN A O ~
~ , W 1
~ t z~ ~ H W
y r 3 + X ' j A w A
. zw A O Z
A ~
> ~ N M _ ! EC , _ ~ w.. _ _ . F o A ~
r- - K ~ Q' r . H O A Ch U
N 0 / ~ = - SF I - _ W
~ , ~ EX. - o ~ MON. A w
N g1 pN M „ 218• - oR~ r= #2 A EI o
~ W . ~ / ECM EwSnNc ip ~'S 2 ~ FENCE TO E1aSTING 12' A
o P13 - 5 NG R41A1N GRAVEL ROAD a -w SF EXt$nN - / ~ w
N ~ ~ G PROPERTY U - _ m MpJN. Sf NE ~ ~ , . ~ . ~ ° ° ~ ~ , o
WA _ - ° ° a
TBM TOP OF EX. CONC. _ -r'` ~ " p - ' " ~ ' ` ts~~G TEMPORARY SILT FENCE - _ EX. Mp ~ - oQ ~ H o ° v~ ~o>v ~ = ° s O
o - SF _ - _ N WELL ALONG ENTRANCE ROAD MONUMENT ELEV. 253.80 _ _ ~ _ 7000 / - WfIL 3 ° _ ''~i # ° g o F. ,
~ IS'~N ~ ~ 815.00' " - _ / ~ + °o o ~
12 FARM GATE ~ ABANDON EXISTING ~ - , i op ~VI o° _ _ % °°°°o°°°° P,~
FORCE MAIN AND
~ WATERMAIN _ ' ~ EX(SIiNG P ~
o NOTE: INSTALL CONSTRUCTION o ENTRANCE AT INTERSECTION OF ~
ACCESS ROAD AND NC HWY 381.
= SEE DETAIL, SHEET 8.
m 3 _ DRAWN 8Y WAT
r.NfrkFn Av c~
PLANT SITE PLAN
O O N s PROD NO. 97020 SCALE I' 40
O DATE NOV 1999
m 7
O Q 2 8
a Y cn SHEET OF
0 cn
U

INV. IN "
r 42 RCP CULVERTS W/ 221.501 REVISIONS
4 ED END SECTIONS MATCH LINE -SEE SHEET 2 10/26/2000 -
®0.40 a OPE. EACH 45' BENDS W/ I REVISED PER
~ ~ CULVERT T BE 65 FEET LOCKING r Z ~ INV. OUT I NCDWQ COMMENTS
~ Z LONG TO THE NDS OF 221.241 02/26/2001 -
N THE FES S. FILL EL T .:r'}~ FILL IN EXISTING r _ _ _ _ _ 227 OVER CULVER S~_ ; I REVISED PER I COE COMMENTS
i CULVERT OUTLET FIRE DITCH ' ROTECTION, SEE N/F Z.V. PATE, 1NC. PROPERTY
SHE T 8 ' ~ --~QE E 22.5 END I
' ~ ~ I
r o ~ ~ Jk ~ ! o ~ 0
> ~ 0 m D p~ h I
O. ~ ~ ~ I
~ 12' GRAVEL 6~
r DRIVEWAY. USE I
r ~ ~ ~ EXCESS SOIL 's ~ ~ ~ i
FROM LAGOON N
PROPOSED PROPE TO COVER RTY LINE s r
r / FOLLOWS RUN OF BRANCH r VE TS. cv \ _ +_.~..n _ ~ I ...i....,.. _ i
2.5 BEND
150 BUF FfR
r ~ 3} ~ ~ G T N r N I
° O 3 ~ ~ N N ~ ~
0 ~ ~ ~ , ~ I
Ay 6$ 60 h 6' ~ i (
0 W ~ I N
r O 60 p
r M N N 0 6 6" ~ i I e-
" N N 6 ~ x 0 i
r 6" x N "
~ sb r 4 N 1
~ r L C = N " 92 , M A ~ N " 3 10 ^ ' I
f0 S ~ 1
3 , , (V 3 `--~-----4_ g » I
„ - - I ~ i
~ O ~ DIVERSION SWALE, h
SEE DETAIL SHEET 8 ry N a I
" r ~ 2 3n I I I
ti , cV ~
' r o ~ DIVERSION SWALE, r ~ nr Q' WETTED PERIMETER OF 9 6'. 9 I
~ N IRRIGATION AREA SEE DETAIL SHEET 8 S• I I
4 N o I A ~
I? ATI N M N N 1- Y N ~ ~ i~ I a
i-8 SHALL ~ '
ry 1. THE 6" IRRIGATION FORCE MAIN TO FIELDS 6-8 SHALL ti DIVERSION SWALE, EXTEND THROUGH THE EXISTING FIELD AS SHOWN ON IOWN ON a I
r~ OAD ACROSS
SEE DETAIL SHEET 8 SH AL LLOW A A ACROSS I U THIS SHEET. I z I
6 ry THE WETLANDS AND STREAM AS SHOWN ON THIS SHEET. O~ 2. IRRIGATION LINES ARE SPACED 60 FEET APART AND aRT AND AS I
THE SPRINKLERS ARE SPACED 80 FEET APART ALONG TA N ° ~ ~ i LOG ~ o
~ r r THE LINES. IRRIGATION LINES ARE TO BE LAID BETWEEN N spy N ~ m D BETWEEN I a
ROWS OF EXISTING PINE TREES, ADJUSTING THE LINE SHE LINE ' I ~ I ~2
a SPACING t 5 FEET AS NEEDED TO CENTER THE LINES ry BETWEEN THE ROWS OF TREES. THE LINES N
s~' TH A A F I ATI N N I T :S IS TO BE '
STONE OUTLET 3. E WETTED " RE 0 THE IRR G 0 ZO ES S 0 BE r SEDIMENT TRAP, COMPLETELY BUSH-HOGGED PRIOR TO THE INSTALLATi E INSTALLATION I Z ' I ~O
SB-1, SEE DETAIL OF THE IRRIGATION LINES TO REMOVE ALL UNDERBRUSH NDERBRUSH A
T AND "VOLUNTEER" PINE TREES. IF TREES BETYVEEN ROWS SHEE 8 " M 0 a iWEEN ROWS I C U
ARE TO LARGE TO BE BUSH-HOGGED THEY SHAL1 BE ~ . ` ~ SHALL BE CUT I ~
STONE OUTLET FLUSH WITH THE GROUND AND REMOVED. I ~ x
SEDIMENT TRAP, 4. TREES WITHIN A TEN FOOT RADIUS OF EACH SPRINKLER I SPRINKLER SHALL ~ 0 O H ~ I~ x TEN FEET ABOVE 2 I O ~
~ SB-2, SEE DETAIL BE PRUNED OF ALL LIMBS TO A HEIGHT OF TEN FEET AB ~S SHEET 8 GROUND LEVEL. `~S 150' BUFFER 0'-+?+ Z x
5. ALL PIPE BENDS AND TEES SHALL HAVE THRUST BLOCKI RUST BLOCKING I E'' I
w AS SPECIFIED. Qr' @'~ w ox ~ ~ ~
~ 6. SPRINKLER HEADS FOR ZONES 1-8 SHALL BE TYPE "A" ~ \ 3E TYPE ~ A I } Z 00 I ~ ~ ~
OR P AS SPECIFIED. PART-CIRCLE SPRINKLERS (P m SHALL BE ADJUSTED SO AS NOT TO SPRAY OVER TH .ERS (P) I O
E OVER THE w w W o z a W o ~ I ~ o Ch M ~
° BUFFER LINES AS SHOWN ON THE PLANS. 7. COPIES OF AUTOCAD R13 DXF OR DWG FILES WILL BE 5 WILL BE I ~
PROVIDED TO THE CONTRACTOR FOR USE IN STAKING THE 0 ~ STAKING THE ~ I Z
- _ LOCATION OF THE IRRIGATION SYSTEM. THIS INFORMATION INFORMATION x a o
WILL BE COORDINATED WITH REFERENCE POINTS AND WILL ,o N ITS AND WILL
_ _ BE TO SCALE. N I~ m d. i
O ' ~ STONE OUTLET w ~
IRRIGATION SYSTEM LEGEND SEDIMENT TRAP ~ Z
_ND ~ ' o SB-3, SEE DETAIL I a I
RISER WITH TYPE "A" SPRINKLER SHEET 8 ~ I .LER FILL IN XISTING a
DITCH ~~,,~~II
_ ®RISER 1MTH TYPE "P" SPRINKLER N I ~"4 :LER cv cv ~ ' i Z
- I I-i
. ~ - ~ RISER WITH DRAIN VALVE aH E-~
I I , ~ Z
W I ~ W~
~ a N/F Z.V. PATE, INC. PROPERTY Q
1~ , I e N ' r C7 I 1
~ ~ ~ 0 6 x ~i
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~ O ' O
I H ~ ~ I ~
` p ~ H DIVERSION SWALE, ~
Q' ~ S, . SEE DETAIL SHEET 8 I
Z O ' I W ~ O ~
v ' , x H
Q' pRp F ~ ~ U1 pR d; oA I GQ
OS ~ w z fiO P ~ . J I
Rope ~ m ~ o RTy I tr ` ~ W ~ NF o
~
0 o v~
0 n~ _ ~ I I U
cn N Z
cd 1`~ ~ w _ I o
0 ~ , I F I
N N/F Z.V. PATE, INC. PROPERTY 1
` I ` ` I I
` \ I ~ `
0 0 ``1~III~III~J// I
m 1 ' ~ ~ 000 ~
` 0 S t 0 / / p~ Op00 ^•0p• 00 / / LMT 0
i m a ~c= DRAWN BY WAT
T'1
i CHECKED BY GRG ltj 10$4 0
O O N ~ o .
O PROJ NO. 97020 NEW IRRIGATION AREA PLAN ,
7 DATE NOV 1999 SCALE I' w 60
O 2 a
Y c.n 3 8 SHEET OF
0 N
U

REVISIONS
1" PE X PVC ADAPTOR ~ INSTALL SPRINKLER AND COUPLING SEE SPECS
NOTES:
PpST$ & BRACES TO BE 1. USE A SENNINGER PLASTIC COUPLING
4"~ X 6'-0" TREATED POSTS. OR EQUAL BETWEEN THE TOP OF
THE RISER AND THE SPRINKLER,
NOTE. BRACE ALL CORNERS, EACH 2. ATTACH THE RISER TO THE TREATED WOOD SUPPORT WITH 4 - 1/4" WIDE S.S. STRAPS.
SIDE OF GATE AND EI/ERY 200E
3. USE DRAINS ONLY WHERE SHOWN ON _ SHEETS 2 & 3 OF THE PLANS. DRAINS
5' 10' TYP, 5' 12' GAL V. FARM SHALL DISCHARGE TO A 2'x2'x2' PIT AL V. FARM GATE 5 10 TYP. FILLED WITH 57 STONE. INSTALL A
PVC VALVE BOX ABOVE THE DRAIN
PLAN VALVE.
32 STOCK W01/EN WIRE 1 STRAND BARBED_W/RE 2'-0"
4. RISER TO EXTEND 2'-O" ABOVE
GROUND SURFACE.
~ - 3" DIA. X 5' TREATED
I WOOD SUPPORT POST
1" PE PIPE
PVC VALVE BOX

N
1" PVC TEE GROUN
SURFACE
SCALE: 1 /4" = 1'-0" 1" PVC GATE VALVE
6" CABC CONIPACTE~ PVC TAPPED TEE 1" PVC DRAIN LINE TO
GRAVEL SUMP.
I (SEE IRRGN PLAN FOR DRAIN LOCATIONS)
10'-0' AC S ROAD ,
8 SI-IOUl.D~2
' z~ SLOPE • I/4' P~FT 1'-6"
F I(,~
DUAI- 47 RCP CULVERTS WITH FOUR R.ARED END SECTIONS
1" PVC X PE ADAPTOR
a
s ir~ic~anav ~oac~ MAiN o-~ 18' MIN. SH~ARATION w
0
scALE: 1" = 5' cn ~
0
NOT TO SCALE m
W~
NOT'ES~ PREPARE ROAD SUBGRADE BY 6 CA6C REMOVING ANY (?DOTS AND STUMPS AND ~O
CONTACTED GRADING TO CREATE A SMOOTI-I GRADE LOCKING SECURITY COVER EXCAVATE AROUND OUTER
ALONG THE EXISTING GROUND CONTOURS. CASING, BREAK GROUT AND d U REMOVE OUTER CASING. ai
EXISTING 10'0' DITCI-ES WILL NOT BE REQUIRED. COIv~ACT GROIlPD THE SUBGRAQE TO 95~ PROCTOR DENSITY.
o ~
7• • ' S• . .f ~ 5 STEEL OUTER CASING c FlNI GRADE STEEL OUTER CASING FINISH GRADE al .-t TO BE REMOVED ~ ~
N xz.~
w axe o~c~ b z~~o
fV
SCALE: 1" = 2' W © ~ W
}F$ WELL ABANDONMENT NOTES: W O m~~ 1. WELLS SHALL BE ABANDONED IN ~ ~
NEAT CEMENT GROUT Z~~ GROUT ACCORDANCE WITH NCAC X.0113,
W gON W ABANDONMENT OF WELLS (SEE rc~c~o rc
;o°~ ; SPECS FOR FULL REQUIREMENTS). " W~ " 2. COMPLETE WELL ABANDONMENT
2 PVC WELL CASING m c 2 PVC WELL CASING o FILL WITH NEAT CEMENT RECORD AND SUBMIT TO STATE
w a =O GROUT, BOTTOM TO TOP. AND OWNER.
0 3. TWO WELLSS TOTAL (MW-1 AND OLD MW-1) SHALL BE
ABANDONED IN ACCORDANCE
' o 4 WITH THESE REQUIREMENTS. PELLETIZED BENTONITE PELLETIZED BENTONITE
W W o w a 0
0 o z i (V
J UI Q N ~ ~ 0 0
t ~ O W 0 - 6 - O e s 0 ~ ~w.{
4 0 0 0 o o O V1
w a o 4 ` G O o s o
o ° CONCRETE ~ d' CLEANED WASHED - - 1 8"-1 4" PEA GRAVEL ~ - ` p 1 8"-1 4" PEA GRAVEL ° . p / / ~i
F 0 C O 0 0 G
FLUME - - - - - - - - - - - - - - - - - - d'
2" PVC WELL SCREEN - ~ 2" RVC WELL SCREEN- - p_ p_ Q' A
(20 SLOTS PER FT.) p- e o- 4 H - o - o ~'1
0 _o p _e ~
p 0 a - o . - p` . pm z h _ a
0 0 w O d ~ 0 ~ r,
__p __p z w 0 0~ 0 0? u
fr ~7 VI
4'-4" 9 MIN.
8" SCALE: 1/2° =1'-Q" 3' a ~W
SLOPE FACE 6"X6",6 6WWF ~V• ~T•~ ~ W
H wW ~
o h
.ELEV. z55.o 3' MIN. COVER
Cr Zo 0 0 SCALE: NOT TO SCALE SCALE: NOT TO SCALE Z ~i
N
~ 6" FORCE MAIN O
N m 1 " -1,- „ H
SCALE: /2 0 0
o ELEV. 251.5 N n
L L
3 N. COVER
~~~~~~innir~~~~~
o SCALE: 1 /2" =1'-0" ~ ~ 00000 ~ ~ 000 000 ~i ~ o° ~ °o ~ i
~ f-- o° 00 i i
m ° ~ DRAWN BY WAT
i r ' 10084 0 = t,ntA~ntu DT vKw
0 . MISCELLANEOUS DETAILS PROS No. 97020
6"X6" 6/6 WWF 0 SCALE, S SHOWN DATE NOV. 1999
rn r rn~ninu~\\ 320 0! 6 8
0
Cc Y SHEET OF
U7
N r

COURSE BEARING DISTANCE m m
L-1 S 87026'27"E 39.33 L-2 N 89°34'02"E 50.64
L-3 S 82'52' 44-E 43.85' SITE X: 02
L-4 N 86°47'41"E 45.25' L-5 S 58°38'23"E 9.94' U 2
L-6 S 75°11'11"E 52.89' L-7 N 76°51'56"E 41.05'
L-B N 60°09'32"E 40.81' ROCKDALE AVE
L-9 S 67007' L'"E 36.04' L-10 S 23054'16"E 36.94'
L-11 N 47°49'11"W 34.08' L-12 N 47°49'11"W 21.46'
L-13 N 12°08'46"W 214. ?6'
L-14 N 12°08'46"W 26.47' L-15 N 10°55'37"E 37.29' w m 0
L-16 N 11°19'43"W 42.42' L-17 N 37024'09"W 39.75' W G a x
L-18 N 60008'45"W 44.22' b a 3
L-19 S 88048' S7" W 41.87' min L-20 S 69000'27"W 35.00' r P Y
L-21 S 56001'42-W 47.32' a m L-22 S 56001'42"W 4.56' co O NC HWY 79 O
o L-23 S 69018'39"W 46.B4' m
L-24 S 72020'15"W 37.56' z L-25 N 75052'06"W 48.22' Q
L-26 N 78045'01"W 44.68' ~ f
L-27 S 86055'06"W 41.31' L-28 N 41027'34''E 41.65'
L-29 S 2B040' 08"E 46.58' L-30 S 28°40' OB"E 44.01' Z.V. PATE, INC.
L-31 S 81057'53"E 5.94' TRACT 3 Z.V. PATE, INC. VICINITY MAP TRACT 3 NOT TO SCALE
PLAT BOOK 4 PAGE 72 DEED BOOK 2-1 PACE 430 PLAT BOOK 4 PACE 72 DEED BOOK 2-I PACE 430
L-5
L-1 L-2 L-3
E S ~o
~ 6 L~9
TRACT ONE F S N 84°09'
eN~e~ 0.411 ACRES m L,7 N L'~ 64.25' `S0 O),
L-31 P P P . o ,y TRACT TWO 0-
0 .730 ACRES
G~pRdV'30 S el. Sr53"E z ZO L-19
TRACT THEE 24q o6' L Z. V. PATE, IN ~e ~o
ros 55 0.305 ACRES s Bl°s7'97„E TRACT 3 1 PLAT BOOK 4 PACE 72
v1 vs 76.2 W -27 N >2 6. >'3, 117. 36' A O 5 L 5 „ 15S DEED BOOK 2-I PACE 490 U' r S 81°57'4?"E L-22 J~ J o
129. 1B'
0A 57' 35,4' S 7a p2' q7 1pOy„W 23 L-22 01 00 L'26 Y W
5 bob' C-2$ Za r a
s
~ s m ~ °
~s 'o ems?
r -
G c
r .3
THE TOWN OF GIBSON DEED BOOK 9-P PAGE 1145 tto IO ,,yb
i ~/y °ryOJ
b FOUR
0 004T ACRES 12 11 Z. PATE, INC. TRACT 3
P T BOOK 4 PAGE 72
DEd BOOK 2-I PACE 430 CONTROL
CORNER
n
W 3! 4I
? SIT O 2 y ^i ~C
o / n Q t~ Q
a m CERTIFICATE FOR US ARMY CORP OF ENGINEERS
v z> j
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
r BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAB AND REGULATIONS AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAB OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404 ° / w pM~~
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED THREE YEARS OF THIS DATE.
US ARMY CORP OF ENGINEERS DATE
/ ETLANDS SURVEY FOR THE
TOWN' OF GIB S ON /
WILLIAMSG1V TOWNSHIP, SCOTLAND COUNTY
NORTH CAROLINA
REFER LACES: DEED BOOK 2-1 PAGE 430
NOTES: / DEED BOOK 9 P PAGE 1145 AND PLAT BOOK 4 PAGE 72
1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY & RESTRICTIVE COVENANTS J.F. W MPLER ENGINEERING, INC
OF RECORD. / JOSEPH F. WA PLER,PROF. LAND SUEVEYOR L-2295
2. AREA BY COORDINATE METHOD. 3. RATIO OF PRECISION > 1:15,000 BEFORE 604 PEDEN ST., AURINBURG, NORTH CAROLINA 28352
ADJUSTMENTS.
4. DASHED LINES NOT SURVEYED. 5. TAX ID REF. M 172-08-08 & 09 60 0 60 120 180 DATE: FEBRUARY 15,200 [phone]
180 DATE SURVEYED: JANUAR 2001 SCALE: 1"=80' LEGEND FILE: 0101264A 0 IRON F"D
p IRON PLACED PLOT: 01012643 cowaerc MONUMENT rauNO MAP NO. 23-01-1C
GRAPHIC SCALE - FEET PK NAIL AX p: 172 ST: YES DRAWN BY. B.?.ROLLINS