20201383 Ver 1_Meeting Request Review_20201005

ID#* 20201383
Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 10/5/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Deborah Shirley
[e-mail]
3404 Page Road
Doug Lawrie
Durham
Owner Address: Street Address
Shenandoah Homes/Capital Grading
Address Line 2
3724 National Drive, Suite 220
aty State / Frovince / Region
Raleigh NC
Rbstal / Zip Code Country
27612 USA
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 F 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.
This project is a proposed residential development that will require stream,
wetland and riparian buffer impacts for infrastructure. The project is located
on the west side of Page Road in Durham.
Please give a couple of dates you are available for a meeting.

10/6/2020
10/7/2020
10/19/2020
10/20/2020
10/21 /2020
Please attach the documentation you would like to have the meeting about.
Page Road Site Plan.pdf 2.31MB
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.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 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
`JL"7 c57t3{- zkot,a_I�Lury
Submittal Date 10/5/2020
Reviewer Meeting Request Decision
Has a meeting been scheduled?* U Yes U No

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II 8'LX12"D
RIPRAP APRON
I658.09' W/ NCDOT CLASS A
I 0.2/10' OPACITY CONSTRUCTED PROJECT BOUNDARY BUFFER STONE
RETAINING
- WALL, TYP. ASPHALT HEADER �
TEMPORARY
CONSTRUCTION EASEMENT
I 16' STORMWATER EASEMENT
WITH 2' BUILDING SETBACK, TYP.
- ATER EASEMENT, -
w _ T
D
I I I
� I I I 88 187 OO 183
182 1818OQ O 178 177 II II
O O I 1176 175 174 173 172 171 170 169 168 167 166 165
I I O O O O O O 164 16:
II II
I IAL
I I
wACCESSIBLE
.
RAMP TYP
S87° 43' 51.47"E 1029.71' o -�
� m 0
a6 ❑ ❑ � o] - -� I ' 70
w _N 43' 51 '7' f
M I / a ROAD -ME 29 71
~ / _ 4 TYP. NHASE o
v I
16
~ o R37.50' 11.00
z I o. 18.00' PHASE 1 SANITARY
O I / RETAINING SEWER OUTFALL
I / /r--------\ WALL (TYP.) I P E
PHASE 1 STORMWATER z
EASEMENT, Th-
I y,L� / / NORTH WET
O � \
�� DETENTION 48" VALLEY f
N I BASIN SCM _ _ _ _ -' GUTTER, TYP. i / PHASE 1, STORM
CDII �� ( _ - Z9 %CULVERT INSTALLATION
I "x \ ACCESSIBLE
I SCM ACCESS & RAMP, TYP. r AQ
\ MAINTENANCE
ACCESSIBLE EASEMENT
LRAMP, TYP.
j I
PROPOSED 4' HIGH
��. 50' PVC COATED DARK
BUFFER GREEN CHAN LI
PEDESTRIAN
ACCESS TO
SOCCER FIELD
ACCESSIBLE
RAMP, TYP. ;
STORMWATER O _ PA� TO BE
FDIC-AT-ED TO HOA
_ EASEMENT
TREE C
L090. AREA A
190,714 SF 68
I
�I
OCCER FIE D 66
I 6,466 SF RE
-MULTI-PURPOSE OPEN SPAC 65
FIELD
25,216 SF 64
25.00' r��I_ \ 63
0.4 OPACITY I \ BENCH, TYP.
NATURAL
PROJECT 62 -
IBOUNDARY r 16' STORMWATER 61 BUFFER<> I I SOUTH WET EASEMENT WITH O
DETENTION 2' BUILDING 1
r SCM BASIN I
I SETBACK, TYP. 60 ,
R
- - - -
- - -
-
PROPOSED 4' HIGH
PHASE II
SCM ACCESS
EASEMENT
& MAINTENANCES
\
I
PVC COATED DARK
GREEN CHAIN LINK
■-
PHASE I
\\
1
ACCESSIBLE
I FENCE
RAMP, TYP. I
1 I
PUBLIC ACCESS
\
RETAINING
EASEMENT TO
\
WALL, TYP. 1
FOLLOW BACK OF
I
CURB OF THE
55 56 PARKING BAY AND
O
53
,Q
�500
`
FIRE HYDRANT,
TYP. I
SIDEWALK
I
`
ACCESSIBLE
/
52
Ills
N
RAMP, TYP.
01
-
I
O
51
LINK -NODE DIAGRAM
NCDOT TYPE III
50.00' BARRICADE
PUBLIC
ROW 0.2/10' OPACITY CONSTRUCTED PROJECT BOUNDARY BUFFER •
16' STORMWATER i
EASEMENT WITH 2'
LIMITS OF DISTURBANCE, TYP.
BUILDING SETBACK, TYP. �11
rr
rr
rr
06 1 16' STORMWATER - 16' STORMWATER
I I
EASEEASEMENT WITH
EASEMENT WITH 2' � u� I -- r
BUILDING SETBACK, TYP. -1 2' BUILDING ISETBACK, TYP.
I 1152 151 150 149 148 147 146 145 144 LU w
N I 162 161 160 159 158 157 156 155 154 153 0 O O O I (,1
❑
z ACCESSIBLE - - - - -- m
1 RAMP, TYP. o i S 7° 43' 51.58"E 1029.71' o O Q
N84° 20' 36.08"E 1029.71' U ❑
_ ROAD 4 L=69.164_ Q CIO5R 0 L 27.666� - 0 000 0-f-
❑ R=200.000 U W
w
S87° 43' 51.47"E 1029.71' - - 5p o d
UJ
R25.00', Z KPH SE III 30" VALLEY CURB, TYP. Fz31
LINK/ NODE RATIO: 1.44
LINKS: 13
NODES: 9
0
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. SOLID WASTE COLLECTION NOTES:
a. SOLID WASTE COLLECTION UTILIZES
PRIVATE ROLL OUT CARTS AND SHOULD BE
COORDINATED WITH PRIVATE SOLID WASTE
COLLECTION COMPANY.
b. SOLID WASTE CONTAINMENT CAPACITY
AND COLLECTION FREQUENCY WILL BE
SUFFICIENT TO PREVENT THE ILLEGAL
PLACEMENT OF TRASH AND RECYCLABLES.
A
0 0
W C) O o
O
TT'I W -0
II Ap
p �G
A
r ,
I
I
w I 2 BUILDING
25' x 25' SIG77 HT SETBACK, TYP.
j
� DISTANCE
D TRIANGLES, TYP. 78 7g /\ OPEN SPACE70- B
- DEDICATED TO HOA
RIRI=200�
000 � 84
' PHASE 1 SANITARY
Q SEWER OUTFALL S7o° 05' 45.41"E 772.19' 'o' / / 86 2,025 SF REATIONAL O/S ' I
i / O 87 5' GRAVEL WALKIN,. TRAIL. TRAIL \ I
I / 88 1
TO AVOID ALL TREES PER LIDO I
\
89 N,'CD
8:$ 1.D.5.A(i)
143 O 142 141 140 �•. � I
1 139 138
HASE 300.000 90 WOOD DECKING',
137 136 � 91 \` BRIDGE CROSSING'
� O135 S57° 04' 49.39"E 772.19 92
I 134 \ 93 30" VALLEY
7, O CURB, TYP. \ I I
VAN ACCESSIBLE SIGN, TYP. \� 00, 9
16' STORMWATER I
Oo EASEMENT WITH
130 2' BUILDING
I I 127 126 \ \ 129 �� 900 95 SETBACK, TYP. I /i
o °� 128 TyA
125O 96
n/� \
ROW
ACCESSIBLE 123 \ ACCESSIBLE 0 97
122 7 r ..// DEDICATION
RAMP _
RAMP, TYP. O �� RAMP, TYP. `kkfF FF, -t:.. /�� �I 11.00
_, C
RETAINING WALL I
121 120 16' STORMWATER MAIL KIOSK < _� TYP. /
EASEMENT WITH
/ s406 ACCESSIB \�
E 119 118 2' BUILDING �,
PUBLIC ACCESSRAMP
EASEMENT
� 2S- 117 SETBACK, TYP. OF ' FOLLOW BACK OF 11.00'
,
N22 37' 07.92"E 251.72' 116 115 SIDEWALK, TYP. \ S2° 2T 50.72"W 772.19' I I 12.00'
00 � 114 113 112 i
9428 111 110 109 108 107 I I
WETLAN I 106 105 104 103 102 101 100 I
99
IMPACTED' gg
1,076 SF RTYP. o \ 25' x 25' SIGHT I ACCESSIBLE I I
TYP.
WETLAND / 10 J DISTANCE RAMP, TYP.
OAD 2 - o -� Q- _ R;1g��� REMAINING S00 � J � TRIANGLES TYP � I
�t ❑ � S87° 31' 26.44"E 538.82'
S80° 36' 09.88"E 538.82'
R=180.000 I 30" VALLEY CURB, TYP.
I � , 48" VALLEY
GUTTER, TYP.
50 49 48 47 46 45 44 43 II II 42 41
40 39 38 1 37 36 35 34 33
II Ir
;
,SEMENT
I RETAINING
-r TREE COVERAGE WALL (TYP.)
AREA A
190, 714 SF
TYPICAL ROWS: (ROAD 2, 3, 4, & 5)
40' PUBLIC ROW
7.5' 25' BACK TO BACK 7.5'
PAVEMENT'
30" ROLL 10, AT 2% SURFACE
C&G SLOPE
ABC STONE'
2/o
o SLOPE BASE 5' SIDEWALK
6^ - 2% SLOPE
COMPACTED SUBGRADE 95%
STANDARD PROCTOR
TYPICAL ROWS: (ROAD 1, 2, & ANTHOLOGY)
50' PUBLIC ROW
11.5' 2T BACK TO BACK - 11.5'
PAVEMENT
30" C/G SURFACE
1 VAT 2% SLOPE ABC STONE 5' SIDEWALK
2% SLOPE BASE
6" y 2% SLOPE
COMPACTED SUBGRADE 100%
STANDARD PROCTOR
ONSITE PAVEMENT SECTIONS
SUB BASE
8" ABC
INITIAL COURSE
1.5" S9.513
FINAL COURSE
1.5" S9.513
SIDEWALK
4" 3,000 PSI CONCRETE
6" 3,000 PSI DRIVEWAY
o < LU
16' STORMWATER N 0� O z w
EASEMENT WITH z a :D m
2' BUILDING o m
SETBACK, TYP.
TYPICAL LOT LAYOUTS
100 SF
PRIVACY
YARD � --
ROW
SEWER SERVICE, TYP.
WWATER SERVICE, TYP.
a a I TYP. ������ / H 1know
0.2/10' OPACITY CONSTRUCTED PROJECT BOUNDARY BUFFER
j / . jR45.00' - - -
TEMPORARYTURN �
ITRO UND AT PHASE LINE,, TREE COVERAGE I
AREA B ACCESSIBLE
152,684 SF / RAMP, TYP.
16' STORMWATER
� 30' STORMWATER � EASEMENT WITH j �1;0 SF RECREATIONAL O/S 5'
EASEMENT / 2' BUILDING GRAVELWALKINGTRAIL. TRAIL
SETBACK,TO AVOIDAL TREES PER LIDO
\
Z dl 8.3.1.1.5.A(i)
50.00' B
PUBLIC ROW W_
T- CCESSIBLE I : ` 50'�' BENCH, TYP \ O
AI/FFE6Tl%
a s a_ I RAMP, TYP. I t RETAINING
o I WALL, TYP
�I II 16' STORMWATER
69 70 71 1n72 73 74 I 75 EASEMENT WITH
j `.
t 6' CHAIN LINK
STORMWATER 0I a I I I
EASEMENT
.. / oY f• 76606-500_.000�
BON87° 32' 09.28w 103125' R.00
�- - R30.00'
ACCESSIBLE
00'
ACCESSIBLE N8W TYP.
RAMP, TYP. 27 4030 ' Bg / 27 N m R=3005
000 S$7° 12' 15.33 W 1031.25'
26 LE
31 L=63.635 ACCESSIBLE :.. ,:. :.: ...;.. .:. , _. � � R30.00'
TYP. , 32 -
R=181 000 � :' I 25 / RAMP - i , , TYP.
u / M \ \ 22 21 20 19 1 g 17 16 15 14 13 11 it
1 0 - -- O O O O 12 O 10 � � ® �© � I 14 3 2 1 h
O �I I O 3 O O
_ N2° 28' 31.02"E 251.72' I I
z JL__
CT - II II 10' X 70' SIGHT
I I DISTANCE
TRIANGLES, TYP.RIM 00,
BB
16' STORMWATER
o Q w p
_
EASEMENT WITH
N O �- O �\ 2' BUILDING -
16' STORMWATER
5 ' s
QOf
EASEMENT WITH /
I
z n- SETBACK, TYP.
�t O m
2'BUILDING
SETBACK, TYP. NORTHBOUND
I
r !
LEFT TURN LANE
'
X
1 CAR GARAGE
8'MIN STREET YARD
SETBACK
8'
10' MIN DRIVEWAY
WIDTH AT ROW
5' SIDEWALK
PROPOSED MINIMUM SETBACKS
- STREET YARD: 8' MIN.
- SIDE: 0'
- REAR: 0'
MINIMUM BUILDING SEPARATION: 10'
NOTES:
1. ALL DRIVEWAYS MUST BE 20'
MINIMUM LENGTH FROM
BUILDING TO ROW.
2. EVERY TWO BUILDINGS MUST
BE OFFSET BY A MINIMUM OF
16".
3. EACH GARAGE SHALL HAVE A
MINIMUM CLEAR ZONE FOR
PARKING OF 8.5' X 18'
SITE LEGEND:
PROPOSED BUILDING
PROPOSED CONCRETE SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED STOP BAR
PROPOSED CROSSWALK
PROPOSED SIGN
&
PROPOSED ADA PARKING SPACE
PROPOSED RETAINING WALL
PROPOSED GRAVEL TRAIL
X
PROPOSED FENCE
LIMITS OF DISTURBANCE
PHASE LINE
PARCEL AREA:
PROPOSED UNITS:
DENSITY:
MAX BUILDING HEIGHT:
TREE CONSERVATION AREA:
TOTAL LIMITS OF DISTURBANCE:
REQUIRED OPEN SPACE
PROPOSED OPEN SPACE:
REQUIRED REC. OPEN SPACE
PROPOSED REC. OPEN SPACE
PARKING DATA:
REQUIRED MAIL KIOSK PARKING:
PROPOSED MAIL KIOSK PARKING:
PROPOSED PARKING:
TOTAL PARKING:
SITE DATA
32.82
188 UNITS
5.730 UNITS/AC
35'
7.86 AC/ 342,488 SF
23.95 AC/ 1,043,236 SF
228,889 SF
6.26 AC/ 272,737 SF
76,296 SF
82,023 SF
4 SPACES (1 VAN ACCESSIBLE)
10 SPACES (1 VAN ACCESSIBLE)
36 SPACES (3 VAN ACCESSIBLE)
36 SPACES (3 VAN ACCESSIBLE)
4' BIKE LANE
\
1
X
OPEN SPACE CALCS
TOTAL SITE AREA
1430556
SF
REQUIRED
PROPOSED
SF
%
SF
%
OPEN SPACE
228889
16.00%
272737
19.07%
SF
SF
%
PASSIVE OPEN SPACE
152593
66.67%
190714
83.32%
SF
SF
%
RECREATIONAL OPEN SPACE
76296
33.33%
82023
35.84%
DOG PARK
-
-
47706
20.84%
WALKINGTRAIL
-
-
2025
0.88%
SOCCER FIELD
-
-
6466
2.82%
MULTI -PURPOSE FIELD
-
-
25216
11.02%
WALKINGTRAIL
-
-
610
0.27%
STEWART
101 WEST MAIN ST.
DURHAM, NC 27701
T 919.380.8750
Client:
SHENANDOAH HOMES
CAPITAL PROPERTIES
2840 PLAZA PLACE
RALEIGH, NC 27612
PHONE [phone]
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: C17024
Vicinity map:
O
a_
�
O
0
Q�
U
BOOKMARK
SITE
TRAIL
PULITZER LN
FIRST EDITION DR
NORTH
Seal
4 AL 4
y # 042680 It P
0 30 60 120
SCALE. 1 60, NORTH
Project:
3404 PAGE ROAD
Issued for:
CONSTRUCTION
DOCUMENTS
No. Date Description
Title
SITE PLAN
Project number: C17024 Sheet #:
Issued Date: 04.01.2020
Drawn by: HNJ C3.00
Approved by: KH