20000757 Ver 1_COMPLETE FILE_20000607

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Guilford County Schools
1 •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 12, 2000
Guilford County
DWQ Project # 000757
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
C/O Dept of Facilities Planning
900 English Road
High Point, NC 27626
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.07acres of wetlands
for the purpose of constructing two dry ponds and relocating Naco Road at Southeast Greensboro Elementary and Middle Schools as described
in your application dated June 6, 2000. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers issues it. 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 Water shed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If you change
your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a
copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be-placed on all remaining jurisdictional wetlands and streams to notify the state in order
to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this
fetter or the issuance of the 404 Permit (whichever is later).
2. DWQ recommends that some stormwater be directed to flow at non-erosion velocities to the remaining wetlands to provide stormwater
assimilation.
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. 276 1 1-7447. 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.
Attachment
Corps of Engineers Raleigh Field Office
Winton-Salem DWQ Regional Office
Eddie MacElaoney; Davis-Martin-Powell
Ken Loring; CLH Design
File copy
Central Files
Sinc lytve
FILE COPY
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer •
50% recycled/10% post consumer paper
May-30-00 03:28P OMP 336-886-4458 P.01
DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING • LAND PLANNING • SURVEYING
m
218 GateMood Avenue, Sine 102, High Point, NC 27262
JPhone: [phone] IF= [phone] / e-mail: drnpC hpe.lnfi. net
FAX COVER SHEET
Dade & Time / 3? I o 0 3 : p p?? Project No.
Project Name NA CD RO. RELOCA'Tl fliQ ( 6E G' OoR? tAj o JLF 4 ELEM. SCN )
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Comments ATTAcflF C) qoV WILL. F)NC> A COPY nF- JhE q0H
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No. of Pages (including this page)
The Information confined In this AmWirdle message (uncles othenalse tnx9ceteco Is pnvNeged and confldential
information for the use of the IndNidYaal or entity named above. If the reader of this message is not the Intended
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May-30-00 03:28P DMP 336-886-4458 P_02
U.S. ARMY CORPS OF ENGINEERS
Wilmington District C(DFY
Action ID: 200021004 County: Guilford GENERAL PERMIT REGIONAL AND .,-,!,-WIDE VERIFICATION
Property Authorized
owner: Guilford County Schools Agent: Davis Martin Powell & Associates
c/o Dr. Michael Priddy Tim Gladden
Address: 900 English Road Address: 218 Gatewood Avenue, Suite 102
High Point, NC 27262 High Point, NC 27262
Telephone: [phone] Telephone: [phone]
Size and Location of Property (Waterbody, Highway name/number, town, etc.): Guilford County
School's Southeast Greensboro Middle and Elementary School property located off of Franklin
Boulevard (SR 3006), adjacent to an unnamed tributary of South Buffalo Creek, near Greensboro,
in Guilford County, North Carolina.
Description of Activity: Proposed access road construction including fill resulting in impacts to
approximately 0.07 acre (including 104 linear feet of stream habitat) of the jurisdictional waters of
an unnamed and above headwaters tributary of South Buffalo Creek
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number NWP 26
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone number 919) 876-5 1, exte ion 25. ?. ?Z Regulatory Project Manager Signature
Date May 23, 2000 Expiration A /e 9, 2000
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:
MAY f 5
PALO iN-POWELL & ASSOCIATES, INC.
d?m ENCi? PLANNING • SURVEYING
P218 Gatewood Avenue, Suite 102, High Point, NC 27262
- Phone: [phone] / Fax: [phone] / e-mail: dmp @ hpe. infi.net
TRANSMITTAL LETTER
Date: May 12, 2000
To: NC Division of Water Quality Re: Naco Road Relocation
Attn: John Dorney For Southeast Greensboro Middle
4401 Reedy Creek Rd. n'V ? rA T and Elementary School
Raleigh, NC 27607 PT 'f I Greensboro, NC
RE?E'v`ED
000631
We are sending you (X) attached () under separate cover the following items:
? Shop Drawings
® Prints
? Plans
? Samples
? Specifications
? Disk
? Copy of Letter
® Other
# Copies Drawing # Description Disposition
7 ea. Pre-Construction Notification Application
7 ea. 8-1/2 x 11 Map of Wetlands
7 ea. 4 8-1/2 x 11 Plan & Profile Drawings
7 ea. 8-1/2 x 11 McLeansville Quad Map
1 ea. Review Fee Check in Amt. of $200.00
Remarks: For your review
By:
TIM GLADDEN
c: File
r
WETLAIgpS
063 t ufATER ilAI1F C l_ i, E
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 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 (2)
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: Guilford County Schools
2. MAILING ADDRESS: 900 English Road
SUBDIVISION NAME Southeast GSO Middle and Elementary
CITY: High Point STATE: NC ZIP CODE: 27262
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3931 NACO ROAD
3. TELEPHONE NUMBER: (HOME) (WORK) 336-819-2711
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Dr. Michael Priddy 900 English Road High Point NC 27262 336-819-2711
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Guilford - NEAREST TOWN: Greensboro
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) South of the intersection
of Burlington Road(US Hwy 70) and Franklin Blvd(SR3006)
6. IMPACTED OR NEAREST STREAM/RIVER: South Buffalo Creek RIVER BASIN: Cape Fea
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 ? 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? no
r ?
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:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 4.02 AC.
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.07 AC.
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.07 AC. EXCAVATION:
FLOODING: OTHER : 104 LF Stream Impact
DRAINAGE : TOTAL ACRES TO BE IMPACTED: 0.07 AC.
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: FT AFTER: 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: X
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)
Conventional construction eauinment will be used to erade roadwav and install 48" and 84" RCP with
headwalls and/or flared end sections.
13. PURPOSE OF PROPOSED WORK: Construct Road to service a Middle and Elementary School
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
Safe access to the new school facilities requires the relocation of an existing road. The new roadway
location will reduce the nossibilitv of traffic stackine alone Franklin Blvd and across the existine railroad
tracks.
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:
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
>r
f .s
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC
(STATE) LAND? YES ® NO E] (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 E]
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Commercial and residential
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? a lic
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM,
, '
OWNER'S/AGENT'S SIGNATU DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

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MacGregor Park, 121 Edinburgh South, Suite 203
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Cary, North Carolina 27511
Fhone.• [phone] Fax.-[phone]
TO: John Dorney, NC DEM
FROM: Kenneth A. Loring, PE PLS - CLH Design
RE: Southeast Greensboro Elementary & Middle Schools
Greensboro, NC
WETLANDS PERMIT APPLICATION
CLH Project No. 99.0035
CC: File
RE CF!! VED
June 6, 2000
0o0757,
Dear Mr. Dorney:
We are submitting for your review a Pre-Construction Notification Application for the disturbance of
approximately 0.07 acres of existing wetlands for the excavation of two dry-detention ponds. The dry-
detention ponds are a requirement of the City of Greensboro and are designed to release post-
development run-off at pre-development rates of flow. Most of the excavated areas for the ponds are
outside the wetland areas to minimize impacts. The site construction is designed to avoid 95 percent of
the existing wetlands. Naco Road as shown on attached drawings indicate areas of fill within wetlands
that have been submitted for your review by others.
Please find attached for your review the following:
1. Seven copies of PCN Application
2. Seven copies of Location Map (USGS Quad)
3. Seven copies of Site Vicinity Plan
4. Seven copies of Applicable portions of Grading Plan
5. Seven copies of Delineation Surveys
6. One check in the amount of $200.00 for review fee.
Call if your require additional information.
Sincerely,

000757
DEM ID:
1 ueoR
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT II): A.) t--) ?'Z (w
PRE-CONSTRUCTION NOTIFICATION APPLICATION
r NATIONWIDE PERMITS THAT REQUIRE:
rn
1) NOTIFICATION TO THE CORPS OF ENGINEERS Z
2) APPLICATION FOR SECTION 401 CERTIFICATION -
3) COORDINATION WITH THE NC DIVISION OF COASTAL KkNAGEMENT
ANDS GRCJE
=-TmE 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 SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME:
2. MAILING ADDRESS
CORPS ACTION ID:
P GOL)L' _ ? Z6.4 nolLS
xoeTA76r TT ?G .0e.4G1l'lTle9
`boo 6ve-a-isAl ?arm
SUBDIVISION NAME:
CITY: )&4 j?h4)1' STATE: ZIP CODE: Z-7'ZAi7i
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : X93 ) .4AA9 3°_tj /U.A 2bA10
??G?F•t lSg e?P.n ,rt >li 177 *00
3. TELEPHONE NUMBER (HOME):
(WORK) : 33(0 •'8191_6742-
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: 6,,Lt- &,o9 r_,'7 NEAREST TOWN OR CITY:
G. sF z, sm ATLA4=q6t7 062gflo") ad '21c
(PUACP MAP.
1
PECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : E.-AS7- 011 I:flZAA)Ae lA ) 4e0VLC-_V.aej?!.
.Sv o-f)l Df A)Ae o ee-0-4 e Asio zVoo 1J o,w Gvt t ro,eD
GOC T .Sl?1obL?S /L1.?I?-fE?tl?ltJG? ?.eLGl L IT
6. IMPACTED OR NEAREST STREAM/RIVER: .5osim I IO?F= 41.x0
RIVER BASIN: scj9LA 71rju,erL>: So• y-i E3vFM4,o 41-
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES.[ ] NO f>cj IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ J NO
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO >J, IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ] NO M IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 91.0 4e -
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
(.- '} •Q(,
2
f
s

10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: va(
FLOODING:
DRAINAGE:
EXCAVATION: 0.07 A&
OTHER: IlJ
TOTAL ACRES TO BE IMPACTED: O.g:VI AL
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: lab FT AFTER: tat? FT
WIDTH BEFORE (based on normal high water contours): ?L? } FT
WIDTH AFTER: /Vat FT
AVERAGE DEPTH BEFORE: qj-- FT AFTER: ?? FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: .1A PLACEMENT OF PIPE IN CHANNEL: A2Z!!?
CHANNEL EXCAVATION: /3 D P]' CONSTRUCTION OF A DAM/FLOODING: QJA
OTHER: 256P L=A4 b&A0,Y SMIr? CJJ f AAA=> , -naeM ,fJYt'R, ily4Jl.GbC?/Vl?-s?
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND? AZAlt
WHAT IS THE EXPECTED POND SURFACE AREA? Av/«a
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY) : C.bAj)C-AJT!0,JA(- AIDVIA/I;7 Fe. )II0rNENT 1..).,U. 99
C)?it.t ?6D ?e F?acl...cV-??TE VoWr•-•C Et.66,fa.rLy /cvG Pk?iF??x??
_o4: .429& -0P7vN77o"J PUAIp,c (5QL&o vt F.4j7- W I i i, .,-ye.. AeG. .
9V U.-P L4EZ& ,00,".00 7?i2yr,?, 6V C.+o y. -r.Dir S- , -10 Z24 64e406 AC
13. PURPOSE OF PROPOSED WORK: 7o Go,tiS?*aUc-T A A)EUJ 1"1001X2
SLLlbo? ??' EL Fw+c ,-j iA2V Xd4o6t`
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS) : ?NCz CLAF C.AVWT AVP ta4pli An I.Vg" W og r
95 PER,G5AJT 01? Ali 4F 40tr .Qd>?S DIU rI"rc? . /NL
D_? t?2act1.?C?S dUo ?2.? ©E7E?rLU Po?1r??t .a?b PG..a G'K b

15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) 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: A70T /QI?l1)Q?T? (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: A29te V-rA jA6U
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES JN NO [j (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES J4 NO [ j
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ j NO
IF ANSWI?R TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE 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].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON `PHE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
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? PX64060-TiE1 :7,-e - sdg
A kXynJ AR s l.Ovti/h?1LC. [ ,/?NDJS?.¢?d! '
/?E-fldlr?'fl?t?S: &-oE,s`r /S /VOl (L?Al 1COMnxoc-eIAI- Gliy ?'2
-44is Sov-rW /t -IvW s&Ato6(- 4141,)TG AA4JUGF AtCl t-aY.
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Pos La t «.a v t-r sEu.J ?1L. C Grit o1? 62 ?VSiQ aea?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. 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
ENVIRONIfENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
cOWNER'S/AGENT' SIGNATURE
IN Pi.` --I:>- ??M' b--l
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
s/1•) 64
DATE
5
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A_85 -/

ERIC D
SEE SHEET 6
8-10
I
WETLANDS B & c
SCALE= 1' = 30'
`v ETLAND A FOR LIVE TABLES
SCALE= 1' = 100'
. k--yed by
DAVIS-XART/N-POA'E'LL & ASWCIATES, MC.
ENGINEERING-LAND PLANNING-SURVEMG
218 Gatewood Avenue, Suite JQ2
Ifgh Point, NC 272M I*
Phone [phone] - r& r [phone]
a.e. 3-10-2000 ?,. AS NOT= .rob Ara S41018
abe,t I of a cbert a
C_ 1
2.4* `CIWS _
a005*
M•D.)
C_5,
8-5
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OR THE
JURISDICTION OF SECTION 404 OF THE CLEAN WATER
ACT UNDER THE PRESENT LAW AND REGULATIONS
AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED THREE YEARS FROM
THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE 1967 CORPS OF ENGINEERS
DELINEATION MANUAL,
Sa Fr_.
0-
0-5
D_23
?) 1
D_ 10
WFT
;?t A
O I PIM D.)
17_20
D_ t
WETLAND D
SCALE: 1' = 30'
Qr ?
. y
w
tRic
111111
Surveyed by
DAVIS-AURM-PONELL & ASSOCIAM, we
ENGINEERING-MM PLANNING-SURVEYING
218 Catewrood Avenue, Suite 1Q2 ,{},
832b Point, NC 27282 LJ
Pbone (336) 996-4WJ - Fax [phone]M
3-10-2000
aes ? Seste _ 1 30 Job Xo.s#1818
sa..t 2 of 8 Cbecked
LINE TA BLE
LINE LENGTH BEARING
D-1 - D-2 17.42 N23.30'S6'E
D-2 - D-3 14.45 N44'4902'E
D_3 - D-4 1629 S10'36'14'E
D-4 - D-5 18A1 S15'37'31'E
-p-5 - D 6 21.38 S03'3345'E
D_6 - D-7 10b3 S23.31'03'V
D_7 - D_8 10.95 S32.4337'V
D-8 - D-9 22.71 S15'16'23'V
D-9 - B-10 U.41 S51'39'28'E
D-10 - D-11 12.89 S57.30'05'E
D-11 - D 12 25.43 S00.44'42'E
D-12 - D_13 12.36 S15'35'27'E
D-13 - D-14 10.77 S48'56'32E
D-14 - D_15 1.46 S10'25'23'V
D-15 - D-16 0.53 S05'30'47•E
D-16 - D-17 2L08 S77.28'06'V
D-17 - D-18 2157 N79.37'14'V
D_18 - D19 21.88 N69'41'19'V
D-19 - D_20 16.33 N07.06'00'E
D-20 - D-21 29.54 N09'53'28'V
D-21 - D 22 28.73 N08'13'00f
D-22 - D_23 2929 N24'59'37'E
D-23 -_D-1 24.33 N13.47'14'E
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OR THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS. THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED THREE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE U71UZING
TIME 1967 CORPS OF ENGINEERS DELINEATION
MANUAL
-.Wa
E
-1
;-10
-4 E-5
E-10
So fr ;ijo
F-5 aDsu-
F_20
N
$a FT-
o'°°??D} E-35 P
E-15 5 Z
F_25
-1
.?F-27
20
E-25
E_30
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OR THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBLISHED
REATIONS, THIS OF 4044JJURSDICTION MAYBEMRELIED UPON FOROA WETLANDS EA F
PERIOD NOT TO EXCEED THREE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING SCALES 1' = 50'
THE 1967 CORPS OF ENGINEERS DELINEATION
MANUAL.
3r-wyvd by
DAMS-AdWRTIN POIi'ELL & ASSOCIATES, INC.
ENGINF,ERING-LAND PLALhQVMG-SURVEYING
218 Gatewood avenue, Suits lop rc=
Nigh Point, NC 272132
Phone [phone] - F" (338) SM-4458
A,te _ 3-10-2000 0"J'--L-50'
"J' 1 " - 60' Job Iva 541618
sw.t 3 of 8 chakd
?l
y O:
ON s? •v?y?5,,:
ERIC 0?
--,,1,11111«%
SEE SHEET 7
FOR LINE TABLES

40
G -J5
G_ 45
G_50
G_25
G_55
SS/
a Q? 9
s =
Gti.,SU?,,??g ??.
?????r??tttttt??
G_ 60
,,75* A)
G_20
G_ 15
G_5
G_ 10
1
.101
100
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OR THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBUSHED
REGULATIONS, THIS DETERMINATION OF SECTION
PERIOD JURISDICTION
TO EXCEED BE THREE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1967 CORPS OF ENGINEERS DELINEATION
MANUAL
3urvvyasd by
DAMS-NARTIIV POIPELL & ASSOCIATES, INC.
ENGINEEi4ING-LAND PLANNING-SURVEYING
E18 Cetetrood Avenue, Suite 102
14.6 Paint, NC 2728,8 UAR
Pbone (3X) 888-48,-l _ , (3368) eea-•>?5e
Ate 3-10-2000 s?sre _ 1"
= 8Q'
kb ?yo 541818
?,t 4 01 8 cmkxa
G_ 70
75
G_85
WETLAND C
SCALEi t' = 60'
SEE SHEET 8
FOR LINE TABLES

I Zvi

100'
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY OR THE
JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE
UNDERSIGNED ON THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED THREE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 19E7 CORPS OF ENGINEERS DELINEATION
MANUAL.
S7trve.pvd by
DAVIS-MARMV-POlIr= & ASSOCM=, INC.
ENGINEERING-LAm PLANNING-SURVEYING
fla 218 Catelrood .!venue, SWie 102 ,jam,
Irgh Point, NC 2?28,2 L?*
Phone [phone]Z1 -- Fear [phone]
asta _ 3-10-2000 5.k 1 " = 100' lob Ma 341818
LINE TABLE

LINE
LENGTH _
BEARING
17.01 S83.36'20'E
H-2 H-3 17.96 N76.22'38'E
H-3 14-4 18.67 N26.04'20'E
N_4 H-5 12.64 N76.58'111E
H-5 H-6 13.13 S21.32'48'E
H-6 H-7 14.54 S49'0520'E
H-7 14-9 2149 S47.05'28W
H-8 H-9 24.91 S67'25'53'V
H-9 - H_10 25.59 S40.42'S0'V
H_10 - H_11 20.16 S39.48'50'W
H-11 - H_12 4560 S09.15'18'V
H_12 - H_13 3434 SIl-21'02'V
H-13 - H_34 25.18 S09'13'59'V
H-14 -14-15 20.72 S16.18'29'W
H_15 - 11_16 2821 S77.27'35'V
H_16 - 11_17 67.43 S83'34'26'W
H-17 - H_18 19.43 N80.14'39'V
H-18 - H_19 53.66 S80'47'41'V
H_19 - H_20 39.30 S84'22'27V
H_20 - H-21 26.28 S66.00'05'V
H_21 - H..22 26.82 S49'42'05'W
H_22 - H_23 2729 S46.39'53'V
H_23 - H-24 27.90 S62'21'35'V
H_24 - 11_25 21.16 S76.35'15'V
H-25 - H-26 24.76 S81.17'33'W
H_26 - H_27 18.63 SZ5-W46-W
H_27 - S_28 25.46 S77.43'37'V
H-28 - H-29 1846 S74.00'57'V
H-29 - H_30 26.63 S51132'22'W
N_30 - 14_31 16.63 S65.18'28'W
H-31 - H_32 4.71 N50.04'38'W
H_32 - H_33 10.79 N48144'59'E
H_33 - H-34 15.58 N58.14'06'E
H_34 - H-35 14.00 N45.45'46'E
H-35 - H_36 20.05 N56'03'49'E
H_36 - 14-37 26.79 N56.49'39'E
H_37 - H-38 27.93 N47.12'52'E
H-38 - H-39 24A8 N62.24'34'E
H_29 - H-40 24.38 N57.57'37E
H_40 - H_41 31.89 N63.28'41'E
H-41 - H-42 3426 N56.47'07'E
H-42 - H_43 3321 N67M'17'E
H-43 - H_44 60f.+e N69.26'48'E
H_44 - H_45 57.35 N70'47'21'E
H_45 - H-46 35.23 N63.45'16'E
H_46 - H_47 35.33 N70.43''31'E
H_47 -1--48 EL25 N49.27'32'E
H_48 -14-49 22,48 N57'00'47-E
H_49 - H_5o 18.65 N05.23'16'E
H_50 - H_51 17.57 N04.30'51'E
H_51 - H_52 32.97 N20.06'12'E
H-52 - H-1 17.99 N52-46'41'E
r- . %j =7
LINE TABLE
LINE LENGTH BEARING
E_1 - E-2
E-2
- 6,42
19.70 N84'05'231E
S14.39'04'E
E_3
-E-4 ILL S02.44'28'W
E_4 - E-5
E-5 - E_6 15A9
1912 S10.05104'E
S34'58'22E
E_6 - E 7 16.80 N75'11'24'E
E_7 - E 8 14.21 N33'14'29'E
E_8 - E-9 14.48 S45'51'33'E
E_9 - C-10 25,86 S21.2W59'E
E_10 - E_]1 2022 S06.02.16'E
E_11 - E_12 14.40 S08.19'39'E
E_18 - E_13 29.96 S31't0'457E
E_33 - E_14 17.88
21.86 S04.56'34'V
S33.29'09'E
16,46 S24'00'08'E
M S56'08'19'E
12.94 S20.43'18'E
N64.20'59'E
E-
E_20 - E-21 23.85
22.72 N85'21'52'E
S49.40 48'E
E_21 - E_22 L50 S40.09'25'V
E_22 - E_23 30.86 S34'34'19'W
E_23 - E_24 L17 S43.48'04'V
E-PU - E_25 6 73 N79.1148'V
E_23 - E_26 10.38 N52'S6'09'V
E-26 - E_27 11.45 S71.26138'V
E_27 - E_28 16.72 iM69'26'09'V
E_28 - E_29 20,17 554.27'13'V
E_29 - E-30 4.28 N33'13'56'V
E_30 - E_31 2,01 S61.04'18'W
E_31 - E_32 24.57 N24'37'29'W
E-32 - E_33 6.52 N75.57'37'V
E_33 - E_34 ]6.15 N31.20'SV
E-34 - E_35 10.85 N31'20"57'V
E_35 - E_36
E_36 - E-37 37.70
30.78 N24.03'211V
N12'28'26'V
E-3
7-
f
;
E-39 20,7Q
_- E_40 36L81
V
E_40 - E_41
E_41 - E_3 x,56
33.62 W
::?ffi7
E
Shr-yed by
DAVIS-JfAR TIN-POA'ELL & ASSOCIATES INC.
ENGINEERING-LAND PLANNING-SURVEYING
218 Gstewood Avenue, Suite 102
Xi2h Point, NC 27262 00
Phone (ass) 888-4&-'l - FOX (336) 886-44W
.Omit. 3-10-2000 S.W. -I' = I"
?a 6 ,va_'?4181$
LINE TABLE
LINE LENGTH BEARING
F_1 - F_2 10.85 N31.20'57'W
F_2 - F_3 37.70 N24'03'21'V
F-3 - F_4 30.78 N12'28'26'W
F-4 - F 2323 N20'05'051V
F_5 - F_6 20.72 N38.49 36'W
F_6 - F_7 38.81 N35.37'03'V
F-7 - F_0 30,56 N19'OV39'W
F_8 - F_9 33.62 N09.28'57'E
F_9 - F_10 L40 S84'05'230W
F_10 - F_]1 21,89 S14.N'22'W
F_11 - F_19 11.88 S27'30'05'V
F_12 - F_13 18.85 S78.1932'W
F_13 - F_14 7.12 S73.25'13'V
F_14 - F_1S 10.94 S56.51'38'E
F_15 - F_16 15.09 S53.15'48'E
F_16 - F_17 13195 S48'45'23E
F_17 - F_I8 20.78 S24.14'02'E
F_19 - F_19 25,73 S22.09'28'E
F_19 - F_20 16.33 S10'1226'E
F_20 - F_21 1351 S33'4356E
F_21 - F_22 22.55 S25'18'08'E
f_22 - F_23 1L64 S18.03'14'E
F_23 - F_2{ 1232 S05.4247'E
F_24 - F 1L69 S63.19'56'E
F_23 - F_E6 21.25 S22'38'S6'E
F_26 - F_27 1630 S5937'211E
F_27 - F_1 6.79 N58.39'03'E
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W- . 1 v
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G-1 - G-2 13.66 N18'46'45'V G_57 - G 20.37 S04.26'51'E
G-2 - G_3 14.13 NIl'44'01`11
G-4 - G-5 17.95 N38.35'14•W
G_6 - G-7 12.33 S78.27'27•V
G-8 - G-9 19.89 S24.34'24'E
G-10 - G -it 29.20 N46'571521W _
G_13 - G_14 26.27 N03'26114'Y
G-14 - 6_15 23.09 N37.231291V
5.15 - G_16 19,33 N60.32'33'E
G_16 - G-17 17,24 N15.00'44E
G.17 - G_18 11.31 N10'461351W
G -L8 - 6-19 16,23 N40.45'190E
621 - G-22 29.96 N49'00.431V
G-25 - G-26 24.13 N80051'474V
G_26 - G_27 34,33 N76.17'35'V
G_27 - G-28 19.35 N87•l0'14'Y
0-41 - G 42 1x10 S68'57'01'E
G-42 - G-4 18.88 S66'll'S3'E
G-43 - G-441 23.94 S24.45'14'E
G-46 - G-471 2Q99 S40'34'25E
G-48 - G491 23.38 N52'45'02•E
G-50 - G-51 17.98 S48'2625'E
Fes
Sur-yed by
DAMS-AMR.rW-POFELL & ASSOCIATES, INC. = f _
;vim ,o
ENGINEERING-LAND PLANNING-SURVEMG
218 04viewood .avenue, Suite 102
; ?? S?R??••'S
r( ? High Point, NC 272612
o?tA?j? %,?'` R »pP?? ?•
Phone [phone] -Far (3m) 886-4458
Date 3-JO-2000 Swte lob N. S41818
Sb,,t 8 of 8 Mocked

LINE TABLE
LINE LENGTH BEARING

G 3 - G_4 27.78 N17'02`32'Y

G_5 - G_6 17.28 365'37'31'W

G_7 - G_8 17.73 S27.16'151E

G_9 - r,_10 12.43 S45.321261V

G_li -ri_12 28.78 N24'43'48'V
G 12 - G-13 23.12 N67.3r'32'V

G_l9 - G_20 24.39 Nl3.39'27'E
G_20 - G_21 13.06 N211571591V

22 - G_2 35.40 S37.091501V
G_23 - G-24 12.20 S09'21'47'V
24 - G-25 18.65 S24.4L140'V

G_28 - G_29 30.01 N43.57'31'V
G 29 - G 30 26.83 N50'S0'16'V
G_30 - G_31 9.01 N20.23.40'V
G 31 - G_32 19A6 N15'00'3YW
G_32 - G_33 1a36 N22.31108'V
33 - G-34 17.96 N49'02'08'Y
34 - G 21.31 N58'02'41'M
35 - G 23.75 N60.13143W
_36 - G_37 17.14 N25'02'40'Y
37 - G-3 34.64 N55'00'48'Y
38 - G_3 24.99 N43•S4'09'W
G_39 - G-40 25.14 S43.25'14'V
G_40 - G_41 15.86 S25'05157'E

G 44 - G-451 21.09 S06'52'47'E
G_45 - G 4 13.97 S35.11'04'E

_47 - G 4 11.03 S76'38'04'E

G_49 - G_50 35b9 S38.16'09'E

G_S! - G-52 17.11 S42'20'29'E
52 - G 13.42 S20.44.21'V
G_53 - G_54 15.56 St0.26.25'E
G 54 - G 55 21.43 S09'2$'34'E
G_55 - G 36 11.89 S02'19'01'E

56 - G 57

0.76 LINE TABLE
LINE LENGTH BEARING
_

7.09'S4'W
S8 GAR

58
G 58 - G 59 24,45 S12'ST'20'E
G_59 - G 60 20.52 S62.17'13 'V
G 60 - G 6! ic.55 S79.16`l2'E
G_61 - G_b2 18.67 N79.00`28'E
G 62 - G 6 19.08 N78'S0'43'E
G_63 - G_6 24.03 S47.25'06'E
G 64 - G 6 25.57 S21'34 '24'V
65 - G 66 20.83 S39.19'S5'V
66 - G 67 22.22 S45.03'24'E
67 - G_68 29.09 S66.35'26'E
_68 - G_6 9 16.87 S67'06`08?
G 59 - G 70 P8.55 S61.2B`Ol'E
G 70 - G 71 16.32 S14'S4'14'f
G 71 - G 72 21.14 S33.08'45•W
G T2 - G 73 20.18 S50'S5'15'1J
G 73 - G 74 9,79 S87.19'S5'E
G 74 - G-7 5 17.78 N75.4949'F
G 75 - G-7 6 14.04 N82'S4`!7'E
G 76 - G 77 15.16 S44'38'43'E
77 - G 78 26.62 S39'1S'32'E
78 - G 7 25.29 Sl3'4$'4!'V
G 79 - G 80 24.46 S05017 WE
G BO - G 81 9.59 S20.02'22'E
G 81 - G 82 8.62 N32'S3`47'E
82 - G 83 17.81 N44'17'40'E
83 - G 84 22.43 N72'S7'29'E
_B4 - G_ 20.50 N80.25'S9'E
G 85 - G 86 21.17 S68.15'38'E
G 86 - G 87 24.93 N68.42'07'E
G_87 - G BB 21.42 N76'14'S5'E
_88 - G_89 20.97 N88'41'08'E
G 89 - G 90 14.37 N28.39'06'Y
G 90 - G 91 28.31 N34.00'2!'V
G 91 - G 92 34.50 N38'14'02'Y
G_92 - G_9 33.78 N40.45'S0'W
G 93 - G 94 21.42 N35'23'10'V
G_94 - G_ 21.35 S80'S9'40'E
G 95 - G 96 21.88 S65.42''E
_96 - G 9 20.46 S4T•43'37'E
97 - G 22.52 S5S'c0'Oi'E
_98 - G_ LP.28 N10'S3'05'E
99 - G 1 15.47 N02.21'29`W
100 - G 10 20.24 N74.42'45'W
G_101 - G_3 28.69 N44.03'19`W