20201745 Ver 1_Meeting Request Review_20201112

ID#* 20201745 Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 11/12/2020
Contact Name * Wyatt I brown
Contact Email Address* [e-mail]
Project Name* Annadale Phase 2,3
Project Owner* CAPITAL PROPERTIES OF RALEIGH VII, LLC
Project County* Johnston
Owner Address: Street Address
3724 NATIONAL DR STE 220
Address Line 2
aty State / Province / Region
RALEIGH, NC North Carolina
Fbstal / Zip Code Country
27612 United States
Is this a transportation project?* r Yes r No
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.

Annadale Phase 2.3 is an existing S/D located on Cornwallis Road. The
sewer line installed in Phase 1 was aerial therefore there were no wetland,
stream impacts in Phase 1. The impacts for Phase 2,3 will be sewer
crossings. The sewer line will be excavated, there will be temporary impact
and possible permanent impact.
I've attached a preliminary impact map. The map has not been finalized but
it gives the general construction area. The attached preliminary impact
map calles for previous impact from the Phase 1 sewer but it has been
determined this is not correct and was a misunderstanding, to best of my
knowledge there was no impact in Phase 1. The impact plans for the PCN
will be updated and corrected.
thank you
Wyatt Brown
Please give a couple of dates you are available for a meeting.
12/3/2020
Please attach the documentation you would like to have the meeting about.
20201026 IMPACT MAPS.pdf 4.02MB
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 11/12/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

EX. 60" RCPS
S
S
S S
S WMTEN
N
Y
S
O
N
D
R.ME
R
R
I
F
I
E
L
D

L
N
.
GL
E
N
K
I
R
K

P
L
.
NE
W
P
O
R
T

L
N
.
R
O
S
S
L
Y
N

W
A
Y
F
O
U
N
T
A
I
N
H
E
A
D

L
N
.
RAV
E
N
S
W
O
R
T
H
D
R.FAIRCOX
WAYELLSWORTH CT.BRADDOCK CT
.PIN: 163600-101-3322David C. EakesBk. 01083, Pg. 0812CORNWALLIS RD.PIN: 163600-101-3322David C. EakesBk. 01083, Pg. 081268-SSMH
53-SSMH
67-SSMH
66-SSMH
26-SSMH
73-SSMH
69-SSMH
65-SSMH
51-SSMH
25-SSMH64-SSMH
52-SSMH
63-SSMH
70-SSMH
50-SSMH
20-SSMH
62-SSMH
71-SSMH
24-SSMH
74-SSMH
61-SSMH
60-SSMH
58-SSMH
72-SSMH
59-SSMH 49-SSMH
33-SSMH
19-SSMH
17-SSMH
79- SSMH
EX SSMH 5
32-SSMH
55-SSMH56-SSMH
34-SSMH
54-SSMH
57-SSMH
31-SSMH
48-SSMH
23-SSMH
16-SSMH
35-SSMH
78-SSMH
14-SSMH
EX SSMH 43
36-SSMH 30-SSMH
EX Structure - (215)
123-OUTFALL-SSMH
EX Structure - (212)
EX SSMH 6
47-SSMH
13-SSMH
22-SSMH
124-OUTFALL-DOGHOUSE
21-SSMH
EX SSMH 1A
122-OUTFALL-SSMH121-OUTFALL-SSMH
EX Structure - (213)
EX WETWELL
18-SSMH
120-OUTFALL-SSMH
EX SSMH 3
EX SSMH 2
119-OUTFALL-SSMH
EX SSMH 4
37-SSMH
EXSTRUCTURE- 216
15-SSMH
EX Structure - (214)
114-OUTFALL-SSMH
46-SSMH
29-SSMH
110-OUTFALL-SSMH
113-OUTFALL-SSMH
112-OUTFALL-SSMH
38-SSMH
45-SSMH
28-SSMH
107-OUTFALL-SSMH
44-SSMH
111-OUTFALL-SSMH
108-OUTFALL-SSMH
109-OUTFALL-SSMH
39-SSMH
106-OUTFALL-SSMH
27-SSMH
105-OUTFALL-SSMH
40-SSMH
104-OUTFALL-SSMH
42-SSMH
103-OUTFALL-SSMH
43-SSMH
102-OUTFALL-SSMH
41-SSMH
101-OUTFALL-MH
JCPU M 28
100-OUTFALL-SSMH
EX SSMH 4
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2015 Projects\150650 Annandale Eng - SH\Phase 2\CAD\DWG\Sheets\P_150650_IMPACT MAP.dwg1
2
3
EROSION CONTROL AND STORMWATER PERMITTING
WATER AND SEWER PERMITTING
REVISED PER COMMENTS
08/21/2019
09/13/2019
09/25/2020
REV DESCRIPTION DATE
P150650
09/13/2019Date:
TSS
TEP
TEP
TSSANNANDALEPHASE 2 & 3CORNWALLIS RD.JOHNSTON COUNTY, NCBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378C300OVERALL IMPACT MAPMAP A
MAP B
MAP C
165
0.52 AC
(22,630 SF)
166
0.39 AC
(16,974 SF)
176
0.33 AC
(14,192 SF)
178
0.39 AC
(16,774 SF)
177
0.34 AC
(14,949 SF)
179
0.46 AC
(20,073 SF)
150.00'171.94
'474.033'R=180'150.0
6'
141.1
4'
130
.
0
0
'129.99'2 4 1 .1 8 6 'R =5 0 '21.027'R=25'2
1.0
27'R=
2
5'73.91
'73.91
'263.094'R=475'R=28'R=
2
8'
IMPACT 1 - WETLANDS
TEMPORARY SEWER
CONSTRUCTION USING
OPEN CUT
.037 AC / 1625 SF
STREAM TOP OF BANK50' NEUSE RIPARIAN BUFFERWETL
A
N
D
S
39-SSMH
40-SSMH
102-OUTFALL-SSMH
41-SSMH
101-OUTFALL-MH
10' TEMPORARYCONSTRUCTIONEASEMENTDesigned By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2015 Projects\150650 Annandale Eng - SH\Phase 2\CAD\DWG\Sheets\P_150650_IMPACT MAP.dwg1
2
3
EROSION CONTROL AND STORMWATER PERMITTING
WATER AND SEWER PERMITTING
REVISED PER COMMENTS
08/21/2019
09/13/2019
09/25/2020
REV DESCRIPTION DATE
P150650
09/13/2019Date:
TSS
TEP
TEP
TSSANNANDALEPHASE 2 & 3CORNWALLIS RD.JOHNSTON COUNTY, NCBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378C301IMPACT MAP AEXISTING WETLANDS
EXISTING FLOODPLAIN PER FEMA PANEL 1769J
LEGEND:
LAND DEDICATION AREA
SCM
ROAD
SETBACKS
ROW
LOT LABELS305
IMPACT 1
SEWER OUTFALL - PROFILE
HOR. SCALE: 1"=40' VER. SCALE: 1"=4'
STA: 9+50 - 14+97
IMPACT 1- WETLAND IMPACT MAP A
SCALE: 1"=40'
STREAM TOP OF BANK
50' NEUSE RIPARIAN BUFFER 50' NEUSE RIPARIAN BUFFER
WETLANDS
TIE TO EXISTING OUTFALL
(EXISTING OUTFALL BY OTHERS)
EX 30' PUBLIC SEWER EASEMENT
PER COUNTY SEWER PROJECT
RECORDED PLAT BK. 89 PG 184
20' TEMPORARY
CONSTRUCTION EASEMENT
PER COUNTY SEWER PROJECT
RECORDED PLAT BK. 89 PG 184
EX 14' PUBLIC SEWER EASEMENT
14' PUBLIC SEWER EASEMENT
30' PUBLIC SEWER EASEMENT
CONCRETE ENCASEMENT
CONCRETE COLLAR (TYP OF 3)
CONCRETE ENCASEMENT
CONCRETE COLLAR (TYP OF 3)
50' NRB
102-OUTFALL-SSMH
101-OUTFALL-MH
JCPU M 28
100-OUTFALL-SSMH
PREVIOUSLY
PERMITTED
THROUGH
MCGEE'S
CROSSROADS
SEWER
UPGRADE
10' TEMPORARY
CONSTRUCTION
EASEMENT
86.83 LF 8" PVC @ 0.55%101-OUTFALL-MHRIM EL: 192.11'INV IN: 184.45'INV OUT: 184.25'333.67 LF 8" DIP @ 0.55%100-OUTFALL-SSMHRIM EL: 191.15'INV IN: 182.41'INV OUT: 182.21'81.93 LF 8" PVC @ 0.55%JCPU M 28RIM EL: 191.56'INV IN: 181.76'INV OUT: 168.91'CORE EXISTING MANHOLE AND INSTALL INSIDE DROP
CONTRACTOR TO VERIFY INVERTS BEFORE
CONSTRUCTION.
EXISTING GRADE
17.5 LF CONCRETE ENCASEMENT
CONCRETE COLLAR (TYP)
EXISTING SEWER
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2015 Projects\150650 Annandale Eng - SH\Phase 2\CAD\DWG\Sheets\P_150650_IMPACT MAP.dwg1
2
3
EROSION CONTROL AND STORMWATER PERMITTING
WATER AND SEWER PERMITTING
REVISED PER COMMENTS
08/21/2019
09/13/2019
09/25/2020
REV DESCRIPTION DATE
P150650
09/13/2019Date:
TSS
TEP
TEP
TSSANNANDALEPHASE 2 & 3CORNWALLIS RD.JOHNSTON COUNTY, NCBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378C302IMPACT MAP BEXISTING WETLANDS
EXISTING FLOODPLAIN PER FEMA PANEL 1769J
LEGEND:
LAND DEDICATION AREA
SCM
ROAD
SETBACKS
ROW
LOT LABELS305
IMPACT 2
SEWER OUTFALL - PROFILE
HOR. SCALE: 1"=40' VER. SCALE: 1"=4'
STA: 9+50 - 14+75
IMPACT 2- WETLAND & STREAM IMPACT MAP B
SCALE: 1"=40'
EX. 6
0"
R
C
P
WM50' RIPARIAN BUFFER
50' RIPARIAN BUFFER
PREVIOUS
L
Y

C
O
N
S
T
R
U
C
T
E
D

S
E
W
E
R
PREVI
O
U
S
L
Y
C
O
N
S
T
R
U
C
T
E
D
S
E
W
E
R
STREAM TOP OF BANK
EX STORM
EX BMP
40' PUBLIC SEWER EASEME
N
T
E
X

3
2
'

P
U
B
L
I
C

S
EW
E
R

E
A
S
E
M
E
N
T
A
D
D
I
T
I
O
N
A
L

1
8
"

P
U
B
L
I
C

S
EW
E
R

E
A
S
E
M
E
N
T
EX 60' PUBLIC SEWER EASEMENT
EX 80' PUBLIC SEWER EASEMENT
PROPERTY LINE
25 LF CONCRETE ENCASEMENT CORNWALLIS
RD
.
EX SSMH 5
EX SSMH 43
123-OUTFALL-SSMH
EX Structure - (212)
EX SSMH 6
124-OUTFALL-DOGHOUSE
EX SSMH 1A
122-OUTFALL-SSMH
121-OUTFALL-SSMH
EX Structure - (213)
EX WETWELL
120-OUTFALL-SSMH
EX SSMH 3
EX SSMH 2
119-OUTFALL-SSMH
EX SSMH 4
EX Structure - (214)
EX SSMH 4
EX. AERIAL SEWER CROSSING
PROPOSED SEWER CROSSING
50' NRB119-OUTFALL-SSMHRIM EL: 223.33'INV IN: 210.46'INV OUT: 210.26'120-OUTFALL-SSMHRIM EL: 224.48'INV IN: 211.51'INV OUT: 211.31'75.02 LF
8
"

P
V
C

@

2
.
6
2
%121-OUTFALL-SSMHRIM EL: 225.28'INV IN: 213.68'INV OUT: 213.48'22.15 LF 8" PVC @ 2.71%122-OUTFALL-SSMHRIM EL: 226.58'INV IN: 214.48'INV OUT: 214.28'27.89 LF 8" PVC @ 1.00%123-OUTFALL-SSMHRIM EL: 227.88'INV IN: 214.96'INV OUT: 214.76'27.56 LF 8" PVC @ 1.00%124-OUTFALL-DOGHOUSERIM EL: 227.19'INV IN: 215.34'INV OUT: 215.24'INV OUT: 215.24'168.64 LF 8" DIP @ 0.50%
EXISTING GRADE EX SSMH 1ARIM EL: 226.75'INV IN: 215.56'INV IN: 216.46'INV OUT: 215.53'36.69 LF 8"

P
V
C

@

2
.
0
0
%
11.12 LF 8" PVC @ 1.73%
25 LF CONCRETE ENCASEMENT
INSTALL DOGHOUSE MANHOLE
OVER EXISTING SEWER
CONTRACTOR TO VERIFY INVERTS
BEFORE CONSTRUCTION
Designed By:
Drawn By:
Scale:
Project Number:
REVISIONS
SHEET
Project Engineer:
Checked By:P:\2015 Projects\150650 Annandale Eng - SH\Phase 2\CAD\DWG\Sheets\P_150650_IMPACT MAP.dwg1
2
3
EROSION CONTROL AND STORMWATER PERMITTING
WATER AND SEWER PERMITTING
REVISED PER COMMENTS
08/21/2019
09/13/2019
09/25/2020
REV DESCRIPTION DATE
P150650
09/13/2019Date:
TSS
TEP
TEP
TSSANNANDALEPHASE 2 & 3CORNWALLIS RD.JOHNSTON COUNTY, NCBateman Civil Survey CompanyEngineers Surveyors Planners2524 Reliance Avenue, Apex, North Carolina 27539Phone: [phone] Fax: [phone]NCBELS FIRM No. C-2378C303IMPACT MAP CEXISTING WETLANDS
EXISTING FLOODPLAIN PER FEMA PANEL 1769J
LEGEND:
LAND DEDICATION AREA
SCM
ROAD
SETBACKS
ROW
LOT LABELS305
SEWER - STREAM CROSSING- PROFILE
HOR. SCALE: 1"=40' VER. SCALE: 1"=4'
STA: 53+50 - 58+00
IMPACT 3- STREAM IMPACT MAP C
SCALE: 1"=40'
·
·