20210396 Ver 1_Pre-Filing Meeting Request_20210219

ID#* 20210396
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 2/19/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Wyatt I brown
[e-mail]
Barbour Farms
NDSP, LLC
Johnston
Street Address
23 RICHMOND DR
Address Line 2
aty
Clayton
Rbstal / Zip Code
27520
Is this a transportation project?* r Yes r No
State / Frovince / Region
NC
Country
United States
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F- 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
Barbour Farms will be a single family homesite S/D with approximately
66 lots. Streets and utilities will be provided by the developer. There
will be 2 necessary wetland impacts on the project for road crossings.
Please give a couple of dates you are available for a meeting.

3/4/2021
Please attach the documentation you would like to have the meeting about.
—EMAIL-IMPACT MAPS (2).pdf 1.49MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 2/19/2021

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NAD83 ADAMS & HODGEENGINEERING, PCSHEET 1 OF 10 OVERALL MAPBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 300 ft.0150300600GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187NON-BUFFERED STREAM
WETLANDS
WETLANDS
WETLANDS
PROPOSED WETLAND IMPACT 2
PROPOSED WETLAND IMPACT 1
VICINITY MAP
NTS
WETLAND IMPACT SUMMARY
PERMANENT
IMPACT
TEMPORARY
CONSTRUCTION
IMPACT
IMPACT 1 0.146 AC 0.057AC
IMPACT 2 0.035 AC 0.019 AC
EXISTING TREE LINE (TYP.)P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:32 PM, rwells
3
4
7
18
10+
0
0
11+
0
0
12+
0
0
PC=21+88.38R=310.0022+0023+0024+0020' PUBLIC DRAINAGE EASEMENTS
T
-
2 ST-3ST-2.1LODLODLODLODLO
D
LO
D
LO
D
LO
D
LO
DLODLODLODLODLODLOD
LODLODLODLODLODLODLODLODLODLOD LOD LOD
LODLODLODLODLODLODLODLODLODLODLODLOD
LOD
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LO
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LO
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LO
23
6
23623623623
5235
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234233232NAD83 ADAMS & HODGEENGINEERING, PCSHEET 2 OF 10 WETLAND IMPACT 1BARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 40 ft.0204080GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187WETLANDS
~1.68 ACRES
WETLAND IMPACT
TEMPORARY CONSTRUCTION IMPACT
WETLAND IMPACT 1
PERMANENT
IMPACT
TEMPORARY
CONSTRUCTION
IMPACT
WETLAND 0.146 AC 0.057AC
IMPACT 1 SEQUENCE OF CONSTRUCTION
1. OBTAIN 401 & 404 PERMITS.
2. OBTAIN JOHNSTON COUNTY PUBLIC UTILITIES EROSION CONTROL APPROVAL.
THIS PROJECT IS DIVIDED INTO TWO (2) STAGES. STAGE 1 - CLEARING &
INSTALLING EROSION CONTROL MEASURES. STAGE 2 - INSTALLING STORM DRAIN
AND GRADING THE SITE.
BEGIN STAGE 1
3. INSTALL EROSION CONTROL MEASURES. ONLY CLEAR ENOUGH TO INSTALL
THESE MEASURES.
BEGIN STAGE 2
4. INSTALL STORM DRAIN.
5. INSTALL EROSION CONTROL MEASUERS SPECIFIC TO STORM DRAIN. I.E. ARC
INLET PROTECTION, INLET PROTECTION, ETC.
6. BEGIN GRADING SITE.
SILT FENCE (TYP.)
SILT FENCE
OUTLET (TYP.)
DOUBLE BARREL 36" RCP
WITH HEADWALLS
SKIMMER BASIN (TYP.)
CHECK DAM
W/ STORAGE (TYP.)ARC INLET PROTECTION (TYP.)P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:35 PM, rwells
62
63
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37+0038+0039+0040+0040ST-11LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODODLODLODLODD
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NAD83
ADAMS & HODGEENGINEERING, PCSHEET 3 OF 10 WETLAND IMPACT 2BARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 40 ft.0204080GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187WETLAND IMPACT
TEMPORARY CONSTRUCTION IMPACT
WETLAND IMPACT 2
PERMANENT
IMPACT
TEMPORARY
CONSTRUCTION
IMPACT
WETLAND 0.035 AC 0.019 AC
WETLANDS
~0.69 ACRES
SILT FENCE (TYP.)
SILT FENCE
OUTLET (TYP.)
DOUBLE BARREL 36" RCP
WITH HEADWALLS
SKIMMER BASIN (TYP.)
CHECK DAM (TYP.)
ARC INLET PROTECTION (TYP.)
IMPACT 2 SEQUENCE OF CONSTRUCTION
1. OBTAIN 401 & 404 PERMITS.
2. OBTAIN JOHNSTON COUNTY PUBLIC UTILITIES EROSION CONTROL APPROVAL.
THIS PROJECT IS DIVIDED INTO TWO (2) STAGES. STAGE 1 - CLEARING &
INSTALLING EROSION CONTROL MEASURES. STAGE 2 - INSTALLING STORM DRAIN
AND GRADING THE SITE.
BEGIN STAGE 1
3. INSTALL EROSION CONTROL MEASURES. ONLY CLEAR ENOUGH TO INSTALL
THESE MEASURES.
BEGIN STAGE 2
4. INSTALL STORM DRAIN.
5. INSTALL EROSION CONTROL MEASUERS SPECIFIC TO STORM DRAIN. I.E. ARC
INLET PROTECTION, INLET PROTECTION, ETC.
6. BEGIN GRADING SITE.P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:40 PM, rwells
ADAMS & HODGEENGINEERING, PCSHEET 4 OF 10 EROSION DETAILSBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINANOT TO SCALEGRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187TEMPORARY SEEDING
RECOMMENDATIONS FOR
LATE WINTER AND EARLY
SPRING
TEMPORARY SEEDING
RECOMMENDATIONS FOR
SUMMER
TEMPORARY SEEDING
RECOMMENDATIONS FOR
FALL
GOODWIN CHASE EAST PHASE 3P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:45 PM, rwells
ADAMS & HODGEENGINEERING, PCSHEET 5 OF 10 EROSION DETAILSBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINANOT TO SCALEGRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERTY STABILIZED.
STEEL
POST
WIRE
FENCE
PLASTIC OR
WIRE TIES
NATURAL
GROUND
FILTER
FABRIC
STEEL
POST
FILTER
FABRIC
WIRE
FENCE
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
MAINTENANCE
INSPECT WIRE AND WASHED STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME (APPROX 50% OUTLET COVERAGE) FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE OUTLET DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
FRONT VIEW
SILT FENCE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
FILTER OF #57
WASHED STONE
18" MIN. AT FACE OF
HARDWARE CLOTH
HARDWARE CLOTH
STEEL FENCE POST
3' FILTER FABRIC
ON GROUND
MAINTENANCE
INSPECT WIRE AND WASHED STONE INLETS AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT
DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME (APPROX 50%
OUTLET COVERAGE) FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE INLET DURING CLEANOUT. REMOVE ALL
FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERTY STABILIZED.P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:50 PM, rwells
ADAMS & HODGEENGINEERING, PCSHEET 6 OF 10 EROSION DETAILSBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINANOT TO SCALEGRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187MAINTENANCE
INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE DEPOSITS WHEN IT REACHES HALF FULL
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE
DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED,
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA
TO GRADE, AND STABILIZE IT.P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:33:55 PM, rwells
1
2 3
4
5
6
7
18
19
4A
5A
6A
7A
10+0011+0012+0013+00PT=13+92.7314+0
0
PC=14+89.33R=230.0015+
0
0
1
6
+
0
0
PT=16+31.831
7
+
0
0 PC=17+42.18R=310.001
8
+
0
0
19+
0
0
20+00 PT=20+88.3821+00
PC=21+88.38R=310.0022+00 23+00
24
+
0
0
PT=2 520' PUBLI
C
D
RAI
NA
GE EASE
ME
NT
N/F
KEITH, TIMOTHY H
NCPIN 168600-04-4001
TAG 17I06041C
DB 02734 PG 0659
ZONING AR
ZONING AR
ST-2ST-
3ST-2.
1
NAD83 ADAMS & HODGEENGINEERING, PCSHEET 7 OF 10 LOTS 4-7 LAYOUTBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 100 ft.050100200GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ALL WETLANDS WILL BE SHOWN ON FINAL
RECORDED MAP. THE CORPS OF
ENGINEERS MUST BE CONTACTED
BEFORE ANY WETLAND IS IMPACTED.
NO WETLANDS WILL
BE IMPACTED BY
SEPTIC ON ANY LOTS.
POTENTIAL 12'
DRIVEWAY LOCATION (TYP.)
POTENTIAL HOME LOCATION (TYP.)
STREET '
A
'P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:34:00 PM, rwells
8
9
10
11
25+00T=25+95.37PC=25+95.37R=310.00
26+00 27+00P
T
=
2
7
+
2
5
.
8
2 28+0029+00NAD83 ADAMS & HODGEENGINEERING, PCSHEET 8 OF 10 LOT 8 LAYOUTBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 60 ft.03060120GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ALL WETLANDS WILL BE SHOWN ON FINAL
RECORDED MAP. THE CORPS OF
ENGINEERS MUST BE CONTACTED
BEFORE ANY WETLAND IS IMPACTED.
NO WETLANDS WILL
BE IMPACTED BY
SEPTIC ON ANY LOTS.
POTENTIAL 12'
DRIVEWAY LOCATION (TYP.)
POTENTIAL HOME LOCATION (TYP.)STREET 'A'P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:34:05 PM, rwells
42
43
16+0
0
17+00
18+00
20' PU
B
LI
C
DRAIN
A
G
E
E
A
S
E
M
E
N
T
NAD83 ADAMS & HODGEENGINEERING, PCSHEET 9 OF 10 LOT 8 LAYOUTBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 60 ft.03060120GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187ALL WETLANDS WILL BE SHOWN ON FINAL
RECORDED MAP. THE CORPS OF
ENGINEERS MUST BE CONTACTED
BEFORE ANY WETLAND IS IMPACTED.
NO WETLANDS WILL
BE IMPACTED BY
SEPTIC ON ANY LOTS.
POTENTIAL 12'
DRIVEWAY LOCATION (TYP.)
POTENTIAL HOME LOCATION (TYP.)
STREET '
B
'P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:34:10 PM, rwells
59
60
61
62
6364
65 66
64A
65A
66A
59APC=33+42.70
R

3
1
0

0
0 34+0035+0036+00PT=36+02.4037+0038+0039+0040+0040+60.26HENRY COURT
N/F
LAWSON, MICHAEL
NCPIN 168600-15-3889
TAG 17J07035G
DB 05098 PG 0561
ZONING ARN/F
WRIGHT, CAREY
WRIGHT, LARQUIVNA
NCPIN 168600-15-0853
TAG 17J07035K
DB 04982 PG 0345
ZONING AR
N/F
WILLIAMS, HAROLD W. LIFE ESTATE
WILLIAMS, PECOLIA ELAINE LIFE ESTATE
NCPIN 168600-16-3700
TAG 17J07037A
DB 05262 PG 0509
ZONING AR
ST-11NAD83 ADAMS & HODGEENGINEERING, PCSHEET 10 OF 10 LOTS 4-7 LAYOUTBARBOUR FARMSJOHNSTON COUNTY, NORTH CAROLINA1 inch = 100 ft.050100200GRAPHING SCALE314 EAST MAIN STREETCLAYTON, NC [e-mail]919-243-1332FIRM # C-4187NON-BUFFERED STREAM
ALL WETLANDS WILL BE SHOWN ON FINAL
RECORDED MAP. THE CORPS OF
ENGINEERS MUST BE CONTACTED
BEFORE ANY WETLAND IS IMPACTED.
NO WETLANDS WILL
BE IMPACTED BY
SEPTIC ON ANY LOTS.
20' PUBLIC DRAINAGE
EASEMENT
POTENTIAL 12'
DRIVEWAY LOCATION (TYP.)
POTENTIAL HOME LOCATION (TYP.)
S
T
R
E
E
T

'
B
'
20' PUBLIC DRAINAGE
EASEMENT
POTENTIAL PRESSURE SEPTIC LINE
AT STREAM CROSSING;
x HOME BUILDER SHALL NOT DISTURB WITHIN 2'
OF THE TOP OF BANK OF THE STREAM
x SHALL BORE PERPENDICULAR AND 2' UNDER
STREAM TO AVOID ANY DISTURBANCE TO
VEGETATION OR STREAM BED
P:\BARBOUR FARM\01-CARLSON_CAD_DWG\IMPACT MAPS.dwg, 2/16/2021 3:34:15 PM, rwells