20000756 Ver 1_COMPLETE FILE_20000607

Wetlands Tracking
Facility Name Southeast Greensboro School c/o Guilford County I County Guilford
Project Number 00 0631 County-2 I
0Inactive Region Winston-Salem
Project Type purpose of road crossing DCM Office
Location UT Buffalo Creek f COE Office Raleigh
Last Total Total Total
401s Recvd Sent to Recvd Action 401 401 Totals Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
Total for Project:
pmj 2 O+Atk-
IM V?
? l -es boo
rQ _
Coo -25-6 x 1900 7j 7
cl M?' ced
4-el /Ir
00 0631, Guilf.Co.Schools/Road Crossings
•
Subject: 00 0631, GuilLCo.Schools/Road Crossings
Date: Thu, 08 Jun 2000 11:36:48 -0400
From: Jennifer Frye <[e-mail]>
Organization: NC DENR Water Quality
To: John Dorney <[e-mail]>
CC: Cyndi Bell <Cyndi.B ell@ ncmail.net>
(John, I'm not sure how you all are handling things while Cyndi is away,
so I am sending this to you)
Staff report completed.
Recommending issuance; however, FYI - they have also submitted two more
PCNs. Same project, different consultant. One for utility line
crossings (00 0756) and another for additional impacts due to dry
detention basins (00 0757). It is my understanding (which, I know, is
frightening) that the basin impacts are an additional 0.07 acres and 130
LF of intermittent channel. The 130 LF is questionable in the sense
that it may not even be considered a stream by the Corps; it may just be
wetlands. (The 0.07 acres includes the "channel").
Let me know if you have any ???s.
Jen
1 of 1 6126/00 11:55 AM
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WO Supervisor: I arry Coble
Date: 18.41512000
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Southeast Greensboro School c/o Guilford County
Project Number 00 0631
Recvd From APP
Received Date 5115100 Recvd By Region 5/24/2000
Project Type road crossing
County Guilford
County2
Region Winston-Salem
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 r HWF O Y O N F- 16-11-14 Fc NSW 30,502. 0.07 140.00
?? PY ON ??????
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O ssue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 360447 Longitude (ddmmss) 794422
Comments:
Site visit on F/2/00_
Additional information regarding avoidance/minimization received by WSRO on 6/6/00.
The WSRO recommends that this WO Certification be issued,
cc: Regional Office
Central Office Page Number 1
Facility Name Southeast Greensboro School c/o Guilford County County Guilford
Project Number 00 0631
Comments (continued from page 1):
Regional Contact: Jennifer Frye
Date: 6/15/2000

cc: Regional Office Page Number 2
Central Office
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
40•
A0M**&Ml0- rj;l
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 9, 2000
Guilford County
DWQ Project # 000756
APPROVAL of 401 Water Quality Certification
Guilford County Schools
c/o Department of Facilities Planning
900 English Road
High Point, NC 27262
Dear Sirs:
You have our approval, in accordance with the attached conditions, to impact 30 feet of South Buffalo Creek for the
purpose of aerial utility line crossing construction, as you described in your application received by the Division of Water
Quality on June 7, 2000. After reviewing your application, we have determined that this action is covered by General Water
Quality Certification Number 3101. This Certification allows you to use Nationwide Permit Number 12 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 except as modified below. If you
change your project, you must notify us and you maybe required to send us anew application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions.
If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described
in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as
otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within
60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File Copy
Central Files
J ?rS y,
teve n
FILE COPY 000756
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center, Raleigh, NC 27699-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10%, post consumer paper
httpJ/h2o.enr.state.nc.us/wetlandc.html
DEM ID: 0007 56
_ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT N): Ad W e 12
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FoR NATIONWIDE PERMITS THAT REQUIRE: n ?<
1) NOTIFICATION TO THE CORPS OF ENGINEERS rr? Z
2) APPLICATION FOR SECTION 401 CERTIFICATION -'
t
L-t! COORDINATION WITH THE NC DIVISION OF COASTAL 2DANAG RENT
GINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
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: C-_5WtL. PX v t
C-/e> 1 ,P•427M GrtJ7' ::;G
t'l-rieS
2. MAILING ADDRESS: yOC?l FAN 1_vA1 966tj
SUBDIVISION NAME:
CITY: iew jorf'. T' STATE: ZIP CODE: _Z_77_47,
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE) : __!,q)) -4AA9 1931 A44&* .e6„40
C?Q?E /? o,co A.)G-1 :j--7wc0
3. TELEPHONE NUMBER (HOME):
(WORK) : 33? ?'81?= Z7S'Z
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: 6LIILP?D+el_--7 NEAREST TOWN OR CITY:
G.,P.??kJSR S? .dT1 p. ne
?021/0? ?i?r t,E„a.Usult?(1 ?
CPU.4v MAP.
i
PECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.) : G.4sr Of! F42-A-V L/d ) 490Vt r--UA9=D?
5D Q--f4 ale- AdA&O oeo-Acr ,moo 12o c m Pe Gy! L i ye D
C OUk,tl l Sl.?loec s !?'1.oi.J-r?,? ?Gt= ?Q c,? t, t
6. IMPACTED OR NEAREST STREAM/RIVER: ?ou-tQ /UVf?dL? La??flC
RIVER BASIN: j (. W,4?k1LS?ED • So-.J-n4 Ek)A e-,v !?f-
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 t>,-j IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ] 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?
A)a
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO >4, 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
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
-3•(o -.+,.4c-,
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
EXCAVATION:
FLOODING:
DRAINAGE:
OTHER:
TOTAL ACRES TO BE IMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE: :J.- 30 FT AFTER: -t 3 O FT
WIDTH BEFORE (based on normal high water contours): ?* ID FT
WIDTH AFTER: -410 FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING:
c`
{ OTHER: -4EA ALi Qjl';1-1±L 6j&),AV
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? ?tJki
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 X 11" DRAWINGS
ONLY) : ??O,?VV?,n l !'! t»Vil L. 9:,A(1sf21 P_ X ! r yl'tj [CPLJtO?'t
r-.UILA, /.L- 1XG0 T6 .tl)ST..dt L A 6R,??r7`? ZEWE)2 It AbU -4601LOt.e
,?? Su8??1.'1 c-GFF SC ?1 ?1PE -ter (,i, tr?ac1 ?,8 4E Low
13. PURPOSE OF PROPOSED WORK: 4OWLt Ath 0e6'UAd1,E
C y?-/ V ?l o ?,?L yr L t.tA f 1V wU-f?YL lto.- ZU LC P?ZaP? J
P L,i G Ce jgbvL.?c -Ta -7,4 F- G! 2' 61 L-"??'.v?.tSo?D ,ri4, *A---rY.hE*L
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) : '7146 t 17E C.AgOVT •4-UP COQ-aP/a ,? WO,ay aU 0/IOS
Dj j -rUAa7& 4 95 ?6 ,,e ul a,? CIF c.Jq" , 4,ufls acv r?? . ?N?
,Qa?owA? C zo&"-,jGg -wo Ozq arredf i Al Akk-C A&B &AG5 r7

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: (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:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES N NO (I (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 W NO [ ]
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ J NO x
IF ANSWER 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 THE 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? M96& .T1Es :;E?e -/)J
A kX44 Ae S 60 rh t c(4A [ ??NOVS?'•2 ?.A? ?/?.t T AMA t2 E
/L?S?dK•Jfi?l Lo,•-JF,sY is 1Avo12rf2r.41 otiriF.rLLrc - .cvn ?-d
`soul-r'1 IX -IyVE' 464,166 C tildt.y?r. Akx)c ei try
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
J?VBc..? ?_ «..?o y t-?4 .SRt,cJ ,2 GJ7Y OJT 62r?'E.N??aee?
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
ENVIRONMENTAL 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.
OWNER'S/A EN 'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18g.))
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SEE SHEET 6
B_5
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WETLANDS B & C
SCALE= V = 30'
P.03
WETLAND A FOR LINE TABLES
SCALES V = 100'
M-.MW by
DAMS MARTIN-POAELL & &WOGIATN5; INC.
ENGINEERING-LAND PLElNNING-SURVEYING
218 Gatewood Avenue, Suite IM
hGBh Point, NC 27282
Pboae (3.96) 888-4821 - Par [phone]
Date 3-10-2000 AS NOTED_ !08 N, 511818
'40'.,t 1 of a caod.d
TENS CERTIFIES THAT TINS 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.
.00* sac-
Apr-13-00 07:08A
P_04
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D_2.3
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D_ 10
ARES
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D_
WETLAND D
SCALE, 1' = 30'
LINE TA BLE
LINE LENGTH BEARING
D-1 - D-2 17.42 N23'30'56'E
D-2 - D-3 14.45 N44.49'02'E
D-3 - D-4 1629 S30'36'14'E
D_4 - D-5 18.01 S15'37'31*E
D_5 - D_6 2138 SO3'33'45'E
D-6 - D-7 10A3 S23.31'03W
D-7 - D-8 10.95 Sl2'43'37'W
D_8 - D-9 22.71 S15'1623V
-))_9 - D-10 11.41 S51'39'28'E
D-10 - D -u 12.89 S57.30'05'E
D-11 - D 12 25,43 SOO.44.42-E
D-12 - D_13 12.36 S15.35.27'E
D-13 - D-14 10.77 S48'56'32'E
D_14 - D 15 1.46 S10'25'23W
])-15 - D 16 6.53 S05'30'47•E
D-16 - 017 21.08 S77.2W06•V
D-17 - D-18 23.57 N79.37'14'V
D_18 - D-19 2L88 N69.41'19'V
D-19 - D-20 16 33 N07'06'00'E
D-20 - B-21 29.54 N09'53'28'V
D-21 - D22 28.73 NOB'13'00'f
D-22 - D 2 29.29 N24'59'37'E
D-23 - D-1 24,33 N13.47'14'f
C ? C O?V???•
??rrrnnu+"?%
Skuwyvd by
DAVIS-aUMV-POML & ASSOCIA=, AVC.
ENGINEERING-LMD PLANMNC-SURVE'YMG
.218 Getewood AmAus, Suite IM
A38b Point, NC 296282
Phone [phone] - Fear [phone]
Ante 3-10-$000 scars 1 30' Job At. 511818
sb..t 2 of 8 cbeo"d
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
REGULATONS, 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
*%pr- 13-uu ui : ucsH
F'_05
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E-10
F_5 ao 5
az (AAA
F-20 ITL
E_35
E_15 5
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F_25 F-27
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 T-fE
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 DEUNEATION
MANUAL.
WETLANDS E-& F
SCALE, 1' = 50'
Suzwyed by
DAMS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING-LAND PLANNING-SURVEYING
rc= 218 Getenood Avenue, Sfrite 102
Sigh Polo t, NC 2 7ZM
Phone [phone] - Far (398) 898-458
DMte 3-10-2000 Z k 1 ' = 60' ,?ob Jlto 541818
Aoat 3 of 8 - Cbeakad
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SEE SHEET 7
FOR LINE TABLES
A-%pT-- 1-3-UU UZ
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G_20
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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
C
REGULATIONS. THIS HANGE IN THE LAW OR OUR PUBLISHED
404 JURISDICTION MAY BE RELIED UPON FORA
PERIOD NOT TO EXCEED THREE YEARS FROM THIS
DATE. THIS DETERMINATION WAS MADE UTILIZING
THE 1967 CORPS OF ENGINEERS DELINEATION
MANUAL
G_ 70
G_ 75
G_85
bhrwyvd by
DA'*7S-YARTlA'-P0JIELL & ASSOCIATES; INC.
ENGINWRMGLAND PIANMIYG-SURVEYING
818 GW*Wood Avenue. Suite 102
b Point, AV 2728,8
Phone (336) &68-48,21 - I%x (W) 888-4458
n:te 3-10-5000 do&b
541618
se.,.t 4 of 8
N?
WETLAND G
SCALE, V = 60'
SEE SHEET 8
FOR LINE TABLES
/-%pr--13-VU U/:uwj%
N-07
,or
?ttttt??u rp??i S ALE, V = 100'
.,'? oQ`?N Rai ?'•.
•Q
•
?''?7rr.r7111t?t1
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.
LINE TAB LE
LINE LENGTH BEARING
H-1 - H-2 17.M S83'36'20'E
H-2 - H-3 17.96 N76.22'38'E
H-3 - H-4 18.67 N26'04'20'E
H-4 - H-3 12.64 N76'S8'11'E
H-5 - H-6 13.13 S21.32'48'E
H-6 - H-7 14.54 S49.05'20'E
N-7 - N-8 23.49 S47.05'28'W
H-8 - H-9 24.91 S67'25'53'W
H-9 - H-10 2559 S40.4250'W
H-10 - 04-11 20.16 S39.48S0'W
H-u - H-12 4560 S09.15'181W
H-12 - 14-13 304 Sli-21'02 w
H-13 - 14-14 25.18 509.13'S9'W
H_14 - 14-15 20.72 516.18'29'W
H-15 - 14-16 2821 S77-27'35'W
H,6 - 11-17 67.43 S83.34'26'W
H-17 - H-18 19.43 N80'14'39W
Hj8 - H-19 53.66 S80.47'41'W
H-19 - H-20 39.30 S84.22'27W
H-20 - H-21 2628 S66.00'05'V
H-21 - H-2 26.82 S49'42'05'W
H-22 - H-23 2729 S46'39'33'W
H-23 - H-24 27.90 S62.21'35'W
H-24 - H-25 2116 S76.35'15'V
H-25 - H-26 24.76 SSI'17'33'W
H-26 - H-27 18.63 S62.30'46'W
H-27 - H-28 25.46 S77.43'37'W
14-28 - H-29 18.06 S74'00'57'11
H-29 - H-30 26.63 SSl-32'22'V
H-30 - 14-31 16.63 S65.18'28'W
H-31 - H-32 4.71 N50ro4'38'W
H-32 - 14-33 10.79 N48.44'59E
H-33 - H-34 15.58 N5jW14'06'E
H-34 - H-35 14.00 N45145'46E
H-35 - H-36 20.05 N56'03'49'E
H-36 - H-37 26.79 N56.49'39'E
H-37 - H-39 27.93 N47.12'S2'E
H-38 - H-39 24.08 N62.24'34E
14-2.9 - H-40 24.38 N57.57'37`E
H-40 - H-41 31.89 N63.28'41'E
H-41 - H-42 3426 N56.47'07'E
H-42 - H-43 3321 N67'08'77'E
H-43 - H-44 60.98 N69.26'48'E
H-44 - H-45 57.35 N70'47'21'E
H_45 - H-46 3523 N63.45'16'E
H-46 - H-47 35.33 N7D'43'31'E
H-47 - 1--48 21.25 N4T27'32'E
H-48 - 11-49 22.48 N57.00'47'E
H-49 - H-50 18.65 N05.231160E
H-50 - H-51 17.57 N04.30.511E
"I - H-52 32.97 N20.06'12'E
H-52 - 1?t1 17.89 N52.46'41'E
1, .
r T'-13-UU U?:1Zfi
LINE TABLE
LINE LENGTH BEARING
E-1 - E-2 6.42 N84'05'23'E
E_2 - E_3 19.70 S14.39'04'E
E_3 - E_4 11.14 S 4428'W
E_4 - E_5 15.09 S10.05'04'E
E_5 - E_6 19.12 S34'58'22E
E_6 - E_7
- 16.80 N75'11'247E
E- F
- E_8 14.21 N33'14'29•E
E_8 - E_9 14.48 S45'51'33'E
E_9 - E_10 25.86 S21.20'59E
E_10 - E. 11 2022 S06ro2'16'E
E-11 - E_12 14,40 S08'19'39'E
E_12 - E_13 291% S31'10'45'E
E_13 - E_14 17,88 S04 5&34'W
E_14 - E_15 21.86 S33.29. 09'E
E_15 - E_16 16.46 S24'00108'E
E-16 - E-17 17,95 S56'08'79E
E_17 - E_18
-
- 12.94 S20.43'181E
E-18 - V-
1
9 17,84 N64.20'59'E
E_19 - E_20 23.85 N85.21'52E
E-20 - E-M 22.72 'E
E_21 - E_22 L50 'V
E_22 - E23 30.66 9 'W
E_23 - E_24 L17 'V
M

E_24 - E_2S
6.73 R7VIl'48'V
E-25 - 10.38 ,V
E_26 - E27 11.45 S7126'38'V
E-27 - E_28 16.72 N69.26'09'1,/
E-28 - E29 20,17 S54.27'13'V
E_29 - E_30 428 N33'IT%'W
E-30 - E_31 2.01 S61.04'18'V
E_31 - E-32 24.57 N24.37'29'W
E_32 - E_33 6.52 N75'57'37'W
E_33 - E_34 16.15 N31.20'S7'W
E_34 - E_35 10,85 N31'20'S7'W
E_35 - E_36 37.70 N24'03'21'W
E_36 - E_37
- 30.78 N12.28'26'W
E_37
-E-36 2323 N20'OS'05'V
E_39 - E_39 20.72 N38'49'36'V
E_39 - E_40 38 $1 N35'37'03'W
E_40 - E_41 30.56 N19.05'39'W
E_41 - E-1 3342 N09'28'57•E
-%U-yed by
DAVIS-MARTIN-POI U & ASSOCIATES INC.
ENGINEERING-LAAV PLANNING-SURVEYING
216 GWewaood Avenue, Suite 1o12
Ash Pont, NC ,27AV Phone [phone] - Fax (336) 8W-4456
A:te 3-10-2000 s,,J. 1 " = 1 " ?ob JYa- 1818
sbset 7 of 8 Cheated
LINE TABLE
LINE LENGTH BEARING
F_1 - F_2 10.85 N31'20'57'W
F2 - F_3 37.70 N24'03'21'W
F_3 - F_4 30.78 N12128126'W
F_4 - F-5 2323 N20'05'051V
F_5 - F_6 20.72 N38.4936'V
F_6 - F_7 38.81 N35'3703'V
F_7 - F_8
- 30.56 N19405'39'W
F_8
-F-9 33 62 N0978'57•E
F_9 - F710 L40 S84'05'23'W
F-10 - F_U 21.89 S14'28'22'W
F_11 - F_12 1188 S2713M,w
F-12 - F_13
- 18.85 S78.19'32'W
F_13
-r-14 7.12 S73'25'13'W
F_14 - F_1 10.94 S56'51'38'E
F_15 - F_16 1509 S53.15'48'E
F-16-- F_17 13.95 S48'45`23'E
F_17 - F_18 20.78 S24'14'02'E
F_19 - F_i9 25,73 S22.09'28'E
F_19 - F_20 16M S10'12'261E
F20 - F21 1351 S33.4356E
F_21 - F_22 2255 S25'18'08'E
F_22 - F_ 33 L64 Si8'03'14'E
23 - F_24 12.32 S03.42'47'E
F_24 - F25 1L69 S63'19'36'E
F_23 - F_86 2125 S22'38'S6'E
F_26 - F 27 16.30 259'37'211E
F_27 - F_1 6.79 N58'M3'E
a c
Q
_v 3
P_09

11R? :•- g
FCC pPJ? ?.
rapt-l3-UU U/ : 13H P. 10
LENGTH BEARING
G-2 - G_3 14,13 Nll•44'01•W
G-4 - G-5 17.95 N38.35'14'W
G-8 - G-9 19.69 S24.34'24•E
G-10 - G-11 29.20 N46'57.52'W
6-12 - G-13 23.12 N67.35'32'V
G-13 - G-14 26.27 N03'26'14'W
6-15 - 616 19,33 N60.32'33'E 71 - G-72 22.14 S33.08'45'W
G-16 - G-17 17.24 N15'00'44E
6_17 - G-18 11,31 N10'46'35'M
G-18 - 6-19 16.23 N40.45'19'E
6 -el - G-22 29.96 N49'00'43'V
G-23 - G-24 12.20 S09'21'47'V
G -M - G-26 24,13 N80051'47•V
G-26 - G-27 34.33 N76.17'35'W
G-27 - G-28 19.35 N87.10'14•V
G-41 - G 42 19.10 S68'57'01'E
G-42 - G-43 18.88 S66'li'S3'E
G-43 - G-4 4 23.94 S24.45'14'E
G-44 - G-45 21.09 S06'S2'47'E
G-45 - G-46. 13.97 S35'll'01'E
G-46 - G-47 20.99 S40'34'25E
G-48 - G-49 23.38 N52.45'02'E
G-50 - G 51 17.98 548'26'25'E
G-54 - G-55 2L43 S09'28'34'E
16-56 - G-57 20.76 S87.09'S4•W CAR
°?{tN
z0
..••oFtis ,,tiyy
`
Su-yyua by
DAVIS-MARTIN-POW'E'LL & ASSOCUTES, INC. - f _
ENGINEERING-LAND PLANNING-SURVEYING
218 Getewood Avenue, Suits !dR y SURD
', .=•?5
0 % O ?•«.«• ??
High Point. NC 2?m
Phone [phone] -Fax [phone] ERrC op.,•?,
Date 3-7Q-Z000 scale -1' _= 1" toe No
Sb,,t Ebacked - _ S428t8
t3 of 6 _
LINE TABLE
?
LIME LENGTH BEARING
G 1 - G-2 13.66 N18'46'45'W

G 3 - G_4 27.78 N3702`32'W

G 5 - G_6 17.28 S65'37'51'W
G 6 - G-7 12.33 S78.27'27'V
G_7 - 6_8 17.73 S27'16'15'E

G_9 - G-10 1243 S45.32'26'W

G_]I -ri_32 28.78 N24'43'4$'V

G_14 - G.15 2309 N37.23'29V

G_19 - G-20 21.39 N33.3927•E
G_20 - 21 13.06 N21.5759'V

22 - G-23 ; 35,40 S37'09'50'V

24 - G-25 16.65 S24.4L40'M

G_26 - G_29 30.01 N43'S7'31'V
G 29 - G_30 26.83 N50'S0'f6'V
G_30 - G_31 941 N20'23'40'W
G 31 - G_32 19.06 Ni5'00'31•V
G_32 - 6_33 18.36 N22'31'08'V
33 - G-34 17.96 N49'02'08'V
34 - G 21.31 N58'02'41'W
35 - G-3 23.75 N60'1343W
_36 - G_37 17.14 N25'02'40'W
37 - G-38 34.84 N55'00'49'W
38 - 6_3 24.99 M43'54'09'V
G_39 - G 40 25.14 S43.25'14'W
G_40 - G_41 15.86 S25.05'57E

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

G_49 - G-50 35b9 S38.16'09'E

G_31 - G-52 17,11 S12''29'E
52 - G_5 13.e2 S20'44'23'V
G_53 - G_54 15.56 Sf0.26'25'E

_55 - G 56 21.89 S02.19'Ol
'E
LINE TABLE

N
LINE LE
18.32 S1454'14'E
_

G 57 - G 58 20.37 S04.26'S!'E
G 58 - G 59 24.45 S32.57'20'E
G_59 - G 60 20.52 S62'17'13'V
G 60 - G 62 1c.55 S79.16`12•£
G_61 - G_b2 18b7 N79.00'28'E
G 62 - G_6 19A8 N78'S0'43'E
G_63 - G_6 24,05 S47'25'06'E
G 64 - G 6 25.57 S2f'34'24'V
65 - G 66 20.83 S39.19'S5V
_66 - G 67 2222 S45.03'24E
_67 - G_68 29.09 S66.35'26'E
_68 - G 69 16.87 S67'Ob'08'E
G 69 - G 70 28.55 S6f•28'01'E
G 70 - G 71
'
G
G 72 - G-7 3 20.18 S50"5'15'V
G 73 - G 74 9.79 S87.19'S5E
G 74 - G 75 17.78 N75.4949 'E
G 75 - G 76 14.04 NB2'S4'17'E
G 76 - G 15.16 S44.38'43'E
77 - G 7 26.62 S39'15'32 'E
78 - G 7 25.29 S33.48'4!'V
G 79 - G BD 24.46 S05.17.32'E
G BO - G 81 9.59 S20.02'22 'E
G 91 - G t12 8.62 N31'S3'47'E
82 - G 8 17.81 N44'17'40'E
83 - G 84 22.43 N72'S7'29'E
84 - G
-85 20.50 N80.25'S9'E
G ? - G 21.17 S68.15'38'E
G 86 - G 87 24.93 N68.42'07'E
G_87 - G 88 21.42 N76'14'S5'E
_88 - G_89 20.97 N88'41'08E
G 89 - G 90 14.37 N28.39'06'V
G 90 - G 9! 28.31 N34.0021V
G 91 - G 92 34.50 N38'f4'02'1J
G_92 - G_ 33.78 N40.45'S0'V
G 93 - G 941 21.42 N35.23'f0'V
G_94 - G_ 21.35 S80'S9'40'E
G 95 - G 2f.88 S65.42'18'E
G_96 - G_9 20.46 S47.43'37'E
G_97 - G
-981 22.52 S55.20'O1'E
98 - G_ 12.28 NIO'S3'05'E
99 - G 1 15.47 N02'21'29•W
100 - G 30 2024 N74.42'45'W
G_301 - G_ 1 28b9 N44'03'19'V

/_'
CLH design, p.a.
MacGregor Park, 121 Edinburgh South, Suite 203
Cary, North Carolina 27511
Phone: [phone] Fax.- (919) 319- 7516
TO: John Dorney, NC DEM
FROM: Kenneth A. Loring, PE PLS - CLH Design
RE: Southeast Greensboro Elementary & Middle Schools
Greensboro, NC
WETLANDS PERMIT APPLICATION
FOR UTILITY CROSSING
CLH Project No. 99.0035
CC: File
s_
-IMETUNDS GR01 P
TAT ER U"'L1T, ,ECTIO"I __
s
June 6, 2000
PAYMENT
RECEIVED
0007 5b
Dear Mr. Dorney:
We are submitting for your review a Pre-Construction Notification Application for a sanitary sewer
gravity main crossing of existing wetland areas. This utility connects to an existing sanitary sewer main
that parallels an existing stream.
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 portion of Grading Plan
5. Seven copies of Delineation Surveys
6. Seven copies of Utility Crossing Detail.
Call if your require additional information.
Sincerely,