20220226 Ver 1_More Info Received_20220411

1
Anderson, Mitchell L
From:Michael Brame <[e-mail]>
Sent:Monday, April 11, 2022 9:32 AM
To:Anderson, Mitchell L; [e-mail]
Cc:[e-mail]
Subject:RE: [External] RE: Request for Additional Information - DWR 22-0226, Tron's Place Apartments (251
Praley St. Valdese)
Attachments:c-Site Plan.pdf; c-Grading Plan.pdf; c-Erosion Control Plan.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
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Good Morning Mitchell,   

Our responses are in red below.  Updated exhibits including the requested information are attached.  Please let us know 
if you need additional information.  Thank‐you. 

Sincerely, 

Michael T. Brame 
336.708‐4620 (c) 
336.310.4527 (o) 
PO Box 128 
Kernersville, NC 27285 
www.pilotenviro.com 
[e-mail] 

From: Anderson, Mitchell L <[e-mail]>  
Sent: Tuesday, April 5, 2022 12:54 PM 
To: Michael Brame <[e-mail]>; [e-mail] 
Cc: [e-mail] 
Subject: RE: [External] RE: Request for Additional Information ‐ DWR 22‐0226, Tron's Place Apartments (251 Praley St. 
Valdese) 

Hello Mr. Brame, 

Thank you for providing the revised plans and descriptions. 

Plans did not indicate any conveyance for stormwater to the stream from the redesigned dissipator pad. Will the area 
between the dissipator pad and stream be subject to erosion due to stormwater leaving the dissipator? If so, what 
measures will be implemented to avoid possible scouring of this area? 

Stormwater is being discharged to the dissipator pad outside of Zones 1 and 2 of the stream buffer to allow sheet flow 
into the undisturbed buffer before the stormwater reaches the stream.  The purpose of the dissipator pad and the 
buffers is to prevent erosion and scour.  
2

Also, please provide a detail or description of the stream origin piping. Please include information regarding the pipe 
size, length, type, discharge point, etc.  

A French drain has been designed to convey groundwater/stream flow to the perennial stream down‐gradient of the 
area of impact.  The French drain contains a 6 inch slotted pipe wrapped with a sock and encased in #57 stone.  The 
French drain is shown on the revised exhibits.  

Thank you, 

Mitchell Anderson
Environmental Specialist – Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ – Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778

828-296-4662 office
[e-mail]

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

3

From: Michael Brame <[e-mail]>  
Sent: Tuesday, April 5, 2022 8:42 AM 
To: Anderson, Mitchell L <[e-mail]>; [e-mail] 
Cc: [e-mail] 
Subject: [External] RE: Request for Additional Information ‐ DWR 22‐0226, Tron's Place Apartments (251 Praley St. 
Valdese) 

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to 
Report Spam. 
4

Good Morning Mitchell and Brandee, 

Our responses are in red below.  Please let me know if you need additional information in order to issue the 401 and 
404.  Thanks for your assistance with this project. 

Sincerely, 

Michael T. Brame 
336.708‐4620 (c) 
336.310.4527 (o) 
PO Box 128 
Kernersville, NC 27285 
www.pilotenviro.com 
[e-mail] 

From: Anderson, Mitchell L <[e-mail]>  
Sent: Wednesday, March 2, 2022 12:53 PM 
To: [e-mail] 
Cc: [e-mail]; Michael Brame <[e-mail]> 
Subject: Request for Additional Information ‐ DWR 22‐0226, Tron's Place Apartments (251 Praley St. Valdese) 

Hello Mr. Morgan,  

On February 10, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water 
Quality Certification from the Division for the subject project. The Division has determined that your application is 
incomplete and cannot be processed. The application is on‐hold until all of the following information is received: 

1. It is unclear how streamflow will be maintained within the stream channel downstream of the proposed fill 
slope at all times, including during and after construction activities. Please provide a plan depicting how flow will 
be maintained and secondary or cumulative impacts that cause or contribute to, or will cause or contribute to, a 
violation of water quality standards will be avoided. [15A NCAC 02H .0506 (b)(3)] 

The site has been redesigned.  A copy of the revised site plan is attached.  The stream will be piped from the 
stream origin to capture the groundwater discharge and convey it to the existing stream channel.  Additionally, 
the dissipator pad where surface water will be discharged has been redesigned to discharge up‐gradient of the 
point where the stream will discharge from the proposed culvert, returning surface water to the stream to 
maintain hydrology.     

2. Please provide more details regarding avoidance and minimization of stream impacts for this project.  This 
should include alternative designs and layouts of the parking lot.  [15A NCAC 02H .0506(b)(1)] 

The site has been redesigned to avoid an additional 92.98 linear feet (0.005 acres) of stream impact.  A copy of 
the revised site plan is attached.  The initial proposed impact was to 219 linear feet of stream channel which has 
been reduced to 126.02 linear feet of stream channel.  The entrance to the parking lot was shifted and the 
parking was redesigned in order to avoid and minimize the impacts. 

3. Appropriate measures should be installed prior to any land clearing activities to protect waters and wetlands 
from turbidity and/ or sedimentation. Please provide a plan depicting the location of erosion and sediment 
control measures. [15A NCAC 02H .0506 (b)(1) and (2)] 
5

Two skimmer basins and silt fence will be installed to protect waters and wetlands from turbidity and/or 
sedimentation.  The erosion control and grading plans are attached. 

4. Page 21 of 21 carries the signature of Michael Brame.  In order for Michael Brame to sign, the application 
package requires an agent authorization letter from the applicant. The agent authorization form provided with 
this submission is incomplete. Please complete the agent authorization form. [15A NCAC 02H .0502(a)(11)] 

The complete Agent Authorization Form is attached. 

Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information for the 
proper consideration of the application.  Please respond in writing within 30 calendar days. If all of the requested 
information is not received within 30 calendar days of receipt of this letter, the Division will be unable to approve the 
application and it will be denied as incomplete.  The denial of this project will necessitate reapplication to the Division 
for approval, including a complete application package and the appropriate fee. Please be aware that you have no 
authorization under the Section 401 of the Clean Water Act for this activity and any work done within waters of the 
state may be a violation of North Carolina General Statutes and Administrative Code.  

Feel free to contact me if you have any questions. 

Mitchell Anderson
Environmental Specialist – Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ – Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778

828-296-4662 office
[e-mail]

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

C-7
SITE DATA:
SITE AREA:
PARCEL PIN:
REID NO.
DEED:
PLAT BOOK
PROPOSED B.U.A.
PERCENT B.U.A. OF SITE
9.271 (±) ACRES
403,848 (±) SQ. FT.
5893-35-0431
7831
D.B. 271, PG. 647
P.B. 4, PG. 161
1.377 ACS.
0.1485 or 14.85% B.U.A.
SAN MH
TOP 1228.34
INV IN 1221.94
INV OUT 1221.72
18" RCP
ZONING DATA:
ZONING:
R-12A
( RESIDENTIAL MULT-FAMILY DISTRICT )
MIN. STREET SETBACK
MIN. SIDE STREET SETBACK
MIN. SIDE SETBACK
MIN. REAR SETBACK
MAX. HEIGHT
PARKING FOR HB ZONING
35 FEET
15 FEET
10 FEET
25 FEET
40 FEET
REQUIRED PARKING 1.5 SPACES PER UNIT ( MULTI -FAMILY )
1 SPACE FOR EVERY 500 SQ. FT. OF GROSS FLOOR AREA ( OFFICE )
PROVIDED PARKING 64 SPACES (12 HC SPACES)
GRID NORTH
NAD 83 / NSRS 2011
DI
TOP 1226.24
INV IN 1223.44
18" RCP
ATER LINE/
INV. 12
DI
TOP 1225.79
INV IN 1221.09
DI
TOP 1224.57
INV IN 1221.84
FAET STREET NW
40' PUBLIC RIGHT-OF-WAY
SAN MH
TOP 1222.91
INV IN 1218.21
INV OUT 1217.81
INV OUT 1217.75
\\\,\\\.
\\ \ \ \\
\ \ \
PREFORMED
SCOUR HOLE
tet;#4.4.4.4.4.4.4.4gt
.
.
4r.iv.i.i.i i i i i i i►
mosipsipsipsipsipsdpistot
.
i• i i i i i i i b e
► i i i i i iSii;i
'D=1.5XDwx=1.13'
DMAX.=15 XD5a =0.75'
D50 =0.5'
PLAN VIEW
0%SLOPE (t)
-D (DEPTH)' LASS 1 RIP RAP FILTER FABRIC
SECTION A -A
RIP RAP PREFORMED
SCOUR HOLE © PIPE OUTLET
PERMANENT LINER
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
-NATURAL
GROUND
PERMANENT LINER
SC250 PERMANENT COMPOSITE
TURF REINFORCEMENT MATTING
(OR APPROVED EQUAL)
4 DESIGN = 20.4 C.F.S.
MAINTENANCE: INSPECT REGULARLY TO ENSURE DEVICE IS FUNCTIONING PROPERLY.
REMOVE SEDIMENT ACCUMULATION WHEN BASIN IS ONE HALF FULL AND REPLACE MATERIAL AS NECESSARY.
SCOUR HOLE USED TO PROMOTE DIFFUSE FLOW PRIOR TO STREAM BUFFER.
INSTALL PERMANENT LINER PER MANUFACTURER'S GUIDELINES AND SPECIFICATIONS.
SAN MH
TOP 1215.77
INV IN 1208.06
INV OUT 1207.92
E E
E E E E E \\ E E E
_ BADE I STREAM-APvEAJHAT- - - ! //- IS tMRAGTE AP NPIS -
, \1V/ 50CKAND ENCAST H I I/ I AI
STORM DRAINAGE NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH N.C.D.O.T. STANDARDS AND SPECIFICATIONS FOR STORM
DRAINAGE CONSTRUCTION.
2. ALL CATCH BASINS TO BE N.C.D.O.T. STD. #840.01 OR #840.02.
3. ALL DROP INLETS TO BE N.C.D.O.T. STD. #840.14 OR STD. #840.15.
4. ALL MANHOLES TO BE N.C.D.O.T. STD. #840.51 OR #840.52.
5. ALL ENDWALLS TO BE SIMILAR TO N.C.D.O.T. STD. #838.80.
6. ALL YARD INLETS TO BE SIMILAR TO N.C.D.O.T. STD. #840.04 WITH 8" OPENING ON ALL FOUR SIDES.
7. ALL MAINLINE STORM SEWER PIPE TO BE A.D.S. "HP STORM" OR REINFORCED CONCRETE PIPE (R.C.P.) CLASS III
EXCEPT WHERE NOTED AND SPECIFIED ON PLANS.
8. ALL YARD DRAIN BASINS TO BE 15" NYLOPLAST BY A.D.S. WITH "STANDARD" GRATE OPTION (SEE DETAILS).
9. ALL ROOF DRAIN LEADERS AND YARD DRAIN COLLECTOR PIPES TO BE SMOOTH WALL H.D.P.E. OR P.V.C.
10. WHERE TWO DOWN SPOT LEADRS CONNECT USE 6" PIPE. SEE GRADING PLAN FOR REQURIED 8" PIPE LOCATIONS.
11. DOWNSPOUTS TO BE CONNECTED TO 4-INCH LEADER PIPES WITH 4-INCH DOWNSPOUT TO PIPE ADAPTERS.
DOWNSPOUT LEADERS TO CONNECT TO COLLECTOR PIPE USING A.D.S. "INSERTA TEE" CONNECTION
(OR APPROVED EQUAL) WHERE APPLICABLE OR CONNECT TO STRUCTURE.
12. CONTRACTOR TO LOCATE EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO BEGINNING
PIPE INSTALLATION.
INV. 1168.45
PAY DR. NW
LOUISE PE- 14E
// IRON AVE. NW //
VICINITY MAP
N. T. S.
EX. POND
WETLANDS
(D.B. 716, PG. 526 )( P.B. 8, PG. 160) FAET STREET NW
40' PUBLIC RIGHT-OF-WAY
NOTES:
1. BOUNDARY INFORMATION TAKEN FROM FIELD SURVEY BY BORUM, WADE & ASSOCIATES, PA .
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF VALDESE, BURKE COUNTY, NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT), AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR)
STANDARDS AND SPECIFICATIONS.
3. OWNER/DEVELOPER/CONTRACTOR RESPONSIBLE FOR APPLYING FOR AND OBTAINING A SEPARATE SIGN PERMIT.
4. CONSTRUCTION ENTRANCE TO SITE NEEDS TO BE KEPT CLEAN OF MUD/ROCK AND DEBRIS.
5. DAMAGE TO EXISTING STREET AND/OR CURBS WILL NEED TO BE REPAIRED PRIOR TO OCCUPANCY OF BUILDINGS.
6. CONSTRUCTION SITE SHALL BE KEPT CLEAN WITH DUMPSTERS COVERED TO PREVENT DEBRIS FROM LEAVING THE SITE.
7. STREET/ROAD SHALL BE KEPT CLEAR OF DIRT, ROCKS, ETC....DURING CONSTRUCTION.
8. NO REFUSE/GARBAGE TO BE PLACED OUTSIDE OF THE DUMPSTER ENCLOSURE AREA.
9. ALL MECHANICAL EQUIPMENT TO BE SCREENED.
10. APPLICATION FOR KNOX BOX SHALL BE APPLIED FOR WITH THE BUILDING PERMIT.
GRAPHIC SCALE
20' 40' 80' 120'
Engineers
Planners
Surveyors
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: wwvw.borum-wade.com
N.C. License #: C-0868
SEALS:
DRAFT
1
PROJECT:
MPROVEMENT PLANS for
TRONS PLACE APARTMENTS
OWNER/DEVELOPER:
251 PRALEY STREET NW
LOVELADY TOWNSHIP, BURKE COUNTY
TRONS PLACE, LLC
PO BOX 16039
HIGH POINT, NC 27261
[phone]
DRAWN BY: JSW
DATE:
REVISIONS:
DECEMBER 21, 2021
FEBRUARY 22, 2022
APRIL 8, 2022
SHEET TITLE:
VALDESE, NORTH CAROLINA
GRADING &
DRAINAGE PLAN
FILE NO: F:\WYNNEFIELD\VALDESE ...TRON
DRAWING SCALE: 1"=40'
PLAN SHEET NO.
C-3

// IRON AVE. NW //
•
SITE DATA:
SITE AREA:
PARCEL PIN:
REID NO.
DEED:
PLAT BOOK
PROPOSED B.U.A.
PERCENT B.U.A. OF SITE
II
II
II
II
2\3 44,
N 14 0
I9 . w `
16934,E
PIN NO. 3733951920
STEPHEN H. STROUP
D.B. 1405, PG. 470 ( TRACT II )
307 FAET STREET NW
9.271 (±) ACRES
403,848 (±) SQ. FT.
5893-35-0431
7831
D.B. 271, PG. 647
P.B. 4, PG. 161
1.377 ACS.
0.1485 or 14.85% B.U.A.
3 „61,T£o68 N
S 19°46'48" E I
39.21' CH
41.03' ARC
RAD. = 39.55'
CP
CP
S 47°32'03" W
36.96' CH
40.91' ARC.
RAD. = 26.47'
N.I.P
0
EX. 6"
ZONING DATA:
ZONING:
R-12A
( RESIDENTIAL MULT-FAMILY DISTRICT )
MIN. STREET SETBACK
MIN. SIDE STREET SETBACK
MIN. SIDE SETBACK
MIN. REAR SETBACK
MAX. HEIGHT
PARKING FOR HB ZONING
35 FEET
15 FEET
10 FEET
25 FEET
40 FEET
NOTES:
1. BOUNDARY INFORMATION TAKEN FROM FIELD SURVEY BY BORUM, WADE & ASSOCIATES, PA .
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH TOWN OF VALDESE, BURKE COUNTY, NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT), AND NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR)
STANDARDS AND SPECIFICATIONS.
3. OWNER/DEVELOPER/CONTRACTOR RESPONSIBLE FOR APPLYING FOR AND OBTAINING A SEPARATE SIGN PERMIT.
4. CONSTRUCTION ENTRANCE TO SITE NEEDS TO BE KEPT CLEAN OF MUD/ROCK AND DEBRIS.
5. DAMAGE TO EXISTING STREET AND/OR CURBS WILL NEED TO BE REPAIRED PRIOR TO OCCUPANCY OF BUILDINGS.
6. CONSTRUCTION SITE SHALL BE KEPT CLEAN WITH DUMPSTERS COVERED TO PREVENT DEBRIS FROM LEAVING THE SITE.
7. STREET/ROAD SHALL BE KEPT CLEAR OF DIRT, ROCKS, ETC....DURING CONSTRUCTION.
8. NO REFUSE/GARBAGE TO BE PLACED OUTSIDE OF THE DUMPSTER ENCLOSURE AREA.
9. ALL MECHANICAL EQUIPMENT TO BE SCREENED.
10. APPLICATION FOR KNOX BOX SHALL BE APPLIED FOR WITH THE BUILDING PERMIT.
REQUIRED PARKING 1.5 SPACES PER UNIT ( MULTI -FAMILY )
1 SPACE FOR EVERY 500 SQ. FT. OF GROSS FLOOR AREA ( OFFICE )
PROVIDED PARKING 64 SPACES (12 HC SPACES)
GRID NORTH
NAD 83 / NSRS 2011
S-
ATER LINE
P.O.B.
N.I.P.
r
P
— s — —
_ — s
II
"ENTR./ —
EXIT"
BENCH
FLUSH
W.C.R.
SIDEWALK
"ENTRANCE/
EXIT" 5.5'
COVERED
DRIVE-THR
ENTRANCE
FLUSH
W.C.R.
WHEEL -
STOPS
(TYP.)
66'
BENCH
SIDEWALK
S 06°40'04" W
17.90' CH & ARC.
RAD. = 1126.00'
"ENTR./
EXIT IN
II
FLUSH \
WALK \
SIDEWALK
P-
s P P s
24" CURB
& GUTTER
(TYP.)
BENCH
\\\\
26'
PORTE
COCHERE &
CONCRETE PAD
NCRETE
24' FIRE ACCESS
ROUTE (8" ABC
70 STONE W/ FABRIC)
FAET STREET NW
40' PUBLIC RIGHT-OF-WAY
P _ s
END OF PERENNIAL
STREAM IMPACTING
24" CURB
CHAIN LINK FENCE & GUTTER
(TYP.)
W/ KNOX BOX 15' SIDE STREET SETBACK LINE
--p
SOLID WASTE
COLLECTION
(SEE DETAILS)
I?
E.I.P.
PROJECT MONUMENT
SIGN (APPROX.)
SEE NOTES
E.I.P.
PAVEMENT PARKING NOTES:
1. PAVEMENT MARKINGS SHALL BE THE TYPE, COLOR, SIZE AND LOCATIONS AS SHOWN ON THE PLANS (OR AS SPECIFIED IN
THESE NOTES).
2. PAVEMENT MARKINGS SHALL BE PAINTED WITH WHITE TRAFFIC PAINT (TWO COATS) INCLUDING PARKING STALLS, HANDICAP
PARKING (AND CHARACTERS IF REQUIRED), PARKING ISLANDS, TRAFFIC CONTROL LETTERING AND CHARACTERS, AND FIRE
LANES. (SEE SITE PLAN).
3. TWO COATS OF PAINT SAHL BE REQUIRED TO OBTAIN OPAQUE COVERAGE.
4. PAINT SHALL BE SUPPLIED IN ACCORDANCE WITH AASHTO: M248 LATEST ADDITION.
5. THE PAVEMENT SHALL BE CLEAN AND FREE OF DIRT, DUST, MOISTURE, OILS AND OTHER FOREIGN MATERIALS.
6. THE SURFACE OF THE PAVEMENT SHALL BE 45 DEGREES F AND RISING PRIOR TO PAINT APPLICATION UNLESS
MANUFACTURER'S RECOMMENDATIONS ARE GREATER.
7. ALL ACCESSIBLE STRIPING AND SIGNAGE SHALL MEET THE AMERICANS WITH DISABILITIES ACT (A.D.A.) REQUIREMENTS.
FIRE LANE STRIPING AND SIGANAGE SHALL MEET THE REQUIREMENTS OF THE LOCAL BUILDING INSPECTOR AND FIRE
DEPARTMENT.
PIN NO. 2733961530
JOHN RAY STROUP
D.B. 271, PG. 647
251 PRALEY STREET NW
ZONE 2
BJ.JFFEI
C/L PERENNIAL
STREAM
/ /
/ /
PRq l
/ LEYSTREET N
l 40' PUBLIC RIGHT -OF -WA y
IGHTOF WAV
N 12 °04'0g E
/
167.73'
P
E.I.
F F F F
F F F F
II
/
/
/
/
/
-d_
/
/
/
/
/
-d_
PRALEY DR. NW
VICINITY MAP
N. T. S.
RODORET ST. NW
Wa
EX. POND
15' SIDE STREET SETBACK LINE
S 01°21'08" W
204.88'
WETLANDS
( D.B. 716, PG. 526 )( P.B. 8, PG. 160) FAET STREET NW
40' PUBLIC RIGHT-OF-WAY
PIN NO. 3733974068
VALDESE FIRST BAPTIST CHURCH
D.B. 214, PG. 039
500 FAET STREET NW
S
PIN NO. 3733972208
STEPHEN H. STROUP
D.B. 1405, PG. 470
505 PRALEY STREET NW
GRAPHIC SCALE
0 20' 40' 80' 120'
160'
n
S
WA
Engineers
Planners
Surveyors
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
SEALS:
DRAFT
PROJECT:
MPROVEMENT PLANS for
TRONS PLACE APARTMENTS
251 PRALEY STREET NW
LOVELADY TOWNSHIP, BURKE COUNTY
VALDESE, NORTH CAROLINA
OWNER/DEVELOPER:
TRONS PLACE, LLC
PO BOX 16038
HIGH POINT, NC 27261
[phone]
DRAWN BY: JSW
DATE:
DECEMBER 21, 2021
REVISIONS:
FEBRUARY 22, 2022
SHEET TITLE:
SITE
PLAN
FILE NO: F:\WYNNEFIELD\VALDESE ...TRON
DRAWING SCALE: 1"=40'
PLAN SHEET NO.
1" = 40'
c-1

Environmental Services Proposal
Pilot Proposal 7236.1
September 27, 2021
AGENT AUTHORIZATION
This form authorizes Pilot to act as our agent in stream/wetland matters including U.S. Army
Corps of Engineers and North Carolina Division of Water Resources field verification and
permitting.
Property Address: 251 Praley St NW
Owner Information:
Address:
Telephone Number:
Fax Number:
E-mail Address:
Valdese, NC 28690
Property Owner of 9.25 Acres
251 Praley St NW
Valdese, NC 28690
[phone]
[e-mail]
JURISDICTIONAL DETERMINATION REQUEST
D. PROPERTY ACCESS CERTIFICATION
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
John Ray Stroup
Print Name
Capacity: XXOwner _ Authorized Agent
Date
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Signatyr,
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