20180816 Ver 1_More Info Received_20180710

Strickland, Bev
From: Bobby Tucker <bobby@bodhila ndanddesign.com>
Sent: Tuesday, July 10, 2018 8:07 AM
To: Homewood, Sue
Cc: [e-mail]
Subject: Re: [External] Re: Watts driveway permit
Attachments: C-2_v2.pdf
Sue,
I attached the revised sheet C-2 of the plans. Please let me know if there is another preferred means to send this.
Thanks,
Bobby
On Mon, Jul 9, 2018 at 10:03 PM, Homewood, Sue <[e-mail]> wrote:
Sorry, my mistake. If you could just update the plan to show proper installation/elevation that will be
sufficient. Thanks
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message --------
From: Bobby Tucker <[e-mail]>
Date: 7/9/18 4:22 PM (GMT -05:00)
To: "Homewood, Sue" <[e-mail]>
Cc: "David. [e-mail]" <[e-mail]>
Subject: [External] Re: Watts driveway permit
Sue,
Just a quick clarification/question: the plans actually show riprap at the inlet side of the culvert to dissipate the small
amount of roadway drainage as it enters the channel. I did not propose rip rap at the outlet side as I don't believe it is
needed and it could potentially do more harm than quick. GC 4139 No. 18 seemed to support this. However, I can
certainly add a riprap apron to the outlet if the permit requires.
Regardless, I will modify the plans to show that the inlet apron is not above the existing grade of the channel.
Thanks again,
Bobby
On Mon, Jul 9, 2018 at 12:29 PM, Homewood, Sue <[e-mail]> wrote:
Hello Bobby,

I am reviewing the application for this project and need a couple things before I can issue the approval:
1.The General Certification #4139 Condition 11. 11 requires that the pipe be installed below the elevation of the
streambed by 20% of the diameter of the pipe. Based on the profile shown on Sheet C-2 it looks like you are
proposing that the pipe outlet be "at grade" and therefore it wouldn't meet this condition. Please modify the
plans to reflect compliance with this condition.
2.The plans show that there will be a riprap apron below the outlet of the pipe. We require that this apron be
constructed such that the top of the riprap matches the natural streambed elevation. Can you please provide
a drawing that shows proper installation of the riprap.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Bobby Tucker, PE I President
Bodhi Land and Design, PLLC
1300 Silk Hope -Liberty Rd.
Siler City, NC 27344
e bobby(a-)-bodhilandanddesign.com

m 919.200.3387
Bobby Tucker, PE I President
Bodhi Land and Design, PLLC
1300 Silk Hope -Liberty Rd.
Siler City, NC 27344
bobby(a-)-bodhilandanddesign.com
m 919.200.3387

::i
870
:.1
850
840
830
0+81.92
-30 -20 -10 0 Offset 1110
20 3b 40
890 890
880 880
870 870
860 860
850 850
840 840
830 830
1+20.18
PROPOSED GRADE
RIP RAP SLOPE ARMOR,
12" THICK
REGRADE BANK SLOPE AND
STABILIZE WITH COIR MATTING
(ACF CM700 OR EQUIVALENT)
6" AGGREGATE
ROAD
BED
COMMON
DETAIL
FILL PER
2.1
777748"
1 1
REGRADE BANK SLOPE AND
3 3
SHEET C-3
48" RCP
STABILIZE WITH COIR MATTING
LENGTH = 60'
- - _
INV. IN: 855.8'
(ACF CM700 OR EQUIVALENT)
INV. OUT: 849.2'
n
n
SLOPE = 3.0%
EXISTING
GRADE
RCP,
INV 0.8' BELOW EXISTING
CHANNEL ELEV.
PIPE BEDDING PER
-30 -20 -10 0 Offset 1110
20 3b 40
890 890
880 880
870 870
860 860
850 850
840 840
830 830
1+20.18
-30 -20 -10 0 Offset 10 20 3'0
STREAM CROSS-SECTIONS
I I I I co 0000001--
I I
1 /
SL -3•/ I \\ \ \\ \ \
I I \ \ \ \
I I I \
I I I / I o 0 0 0 0 \ \ \\ \\
./
I I I \
I I I TEMPORARY DIKE W/ I o O o O oQ0 O O o \\ \ \
I I I PUMP -AROUND INTAKE
•\ \ \
48" RCP n \ \
I I
/ I I I PIPE LENGTH = 60 LF
PIPE SLOPE = 0.030 FT/FT
\ \\ \ \\
/
)'000' l I I o 0 0 0 0 0 0 0 0 0 \ \\
/ f/ I i o 0 o I \
o�o� 10 0 0Dc Cjo� I \
/ I
-4—
SL-2
—SL -2 i I _ / _ 2 \ I
�� �
—7- NCDOT CLASS B RIP RAP
SLOPE ARMOR,
i I I
12 MIN. THICKNESS
PROPOSED 12' GRAVEL ROAD
/ I CENTERLINE I I I I \
I
WINGED ENDWALL II I \\
STRUCTURE i (TYP OF 2)
SL -1 � I
I 1 I I I I I
1 I i I I i EXISTING STREAM II
I
• 1 • i I. T CENTERLINE
I r
I I I I I I I I 0 II5 10 I 20
SCALE: 1"=10'
1
1-0
N
O
860UJI
Q
Z
855
Q
850
890 890
880 880
870 870
860 860
850 850
840 840
40 830
830
1+71.11
PROPOSED GRADE
RIP RAP SLOPE ARMOR,
12" THICK
REGRADE BANK SLOPE AND
STABILIZE WITH COIR MATTING
(ACF CM700 OR EQUIVALENT)
6" AGGREGATE
ROAD
BED
COMMON
DETAIL
FILL PER
2.1
777748"
1 1
i
3 3
SHEET C-3
48" RCP
LENGTH = 60'
INV. IN: 855.8'
INV. OUT: 849.2'
n
n
SLOPE = 3.0%
EXISTING
GRADE
RCP,
INV 0.8' BELOW EXISTING
CHANNEL ELEV.
PIPE BEDDING PER
DETAIL 2.1
-30 -20 -10 0 Offset 10 20 3'0
STREAM CROSS-SECTIONS
I I I I co 0000001--
I I
1 /
SL -3•/ I \\ \ \\ \ \
I I \ \ \ \
I I I \
I I I / I o 0 0 0 0 \ \ \\ \\
./
I I I \
I I I TEMPORARY DIKE W/ I o O o O oQ0 O O o \\ \ \
I I I PUMP -AROUND INTAKE
•\ \ \
48" RCP n \ \
I I
/ I I I PIPE LENGTH = 60 LF
PIPE SLOPE = 0.030 FT/FT
\ \\ \ \\
/
)'000' l I I o 0 0 0 0 0 0 0 0 0 \ \\
/ f/ I i o 0 o I \
o�o� 10 0 0Dc Cjo� I \
/ I
-4—
SL-2
—SL -2 i I _ / _ 2 \ I
�� �
—7- NCDOT CLASS B RIP RAP
SLOPE ARMOR,
i I I
12 MIN. THICKNESS
PROPOSED 12' GRAVEL ROAD
/ I CENTERLINE I I I I \
I
WINGED ENDWALL II I \\
STRUCTURE i (TYP OF 2)
SL -1 � I
I 1 I I I I I
1 I i I I i EXISTING STREAM II
I
• 1 • i I. T CENTERLINE
I r
I I I I I I I I 0 II5 10 I 20
SCALE: 1"=10'
1
1-0
N
O
860UJI
Q
Z
855
Q
850
890 890
880 880
870 870
860 860
850 850
840 840
40 830
830
1+71.11
V TTseT
NOTES:
1. EXISTING CONTOUR LINES IN PLAN BASED ON LIDAR DATA.
2. STREAM CENTERLINE, CROSS SECTIONS, AND WETLAND BOUNDARY BASED
ON FIELD SURVEY.
3. CONTRACTOR SHALL INSTALL NON -WOVEN GEOTEXTILE UNDER ALL RIP RAP
ARMORING.
4. THE INLET AND OUTLET INVERTS OF THE PROPOSED CULVERT SHALL BE
BURIED A MINIMUM OF 0.8' BELOW THE EXISTING CHANNEL BOTTOM
ELEVATION.
PROPOSED GRADE
RIP RAP SLOPE ARMOR,
12" THICK
REGRADE BANK SLOPE AND
STABILIZE WITH COIR MATTING
(ACF CM700 OR EQUIVALENT)
(NCDOT CLASS B)
1 1
i
3 3
SHEET C-3
48" RCP
LENGTH = 60'
INV. IN: 855.8'
INV. OUT: 849.2'
n
n
SLOPE = 3.0%
V TTseT
NOTES:
1. EXISTING CONTOUR LINES IN PLAN BASED ON LIDAR DATA.
2. STREAM CENTERLINE, CROSS SECTIONS, AND WETLAND BOUNDARY BASED
ON FIELD SURVEY.
3. CONTRACTOR SHALL INSTALL NON -WOVEN GEOTEXTILE UNDER ALL RIP RAP
ARMORING.
4. THE INLET AND OUTLET INVERTS OF THE PROPOSED CULVERT SHALL BE
BURIED A MINIMUM OF 0.8' BELOW THE EXISTING CHANNEL BOTTOM
ELEVATION.
845
0+25
1+00
CULVERT PROFILE - VERT SCALE 1" = 3'
0 10 20 40
SCALE: 1" = 20'
Architect:
880 •
870
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
860 seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
850 Copyright Protected 2013.
Project Owner:
840
Z
W
830 a
0W
a.
Feeffel
OOM
(D
0
N
Q 860
Z
855
Q
850
845
2+00
Stamp:
O,
Issue For:
JONATHAN WATTS
Issue Date:
JULY 6, 2017
REVISIONS
....................................
....................................
PRINCIPAL IN CHARGE:
B. TUCKER
PROJECT MANAGER:
DRAWN BY:
B. TUCKER
Project Address:
5218 WILLIARD ROAD
OAK RIDGE, NC 27310
Project Number:
1 Sheet Title: 1
CULVERT
PLAN
Sheet Number:
C=02
PROPOSED GRADE
RIP RAP SLOPE ARMOR,
12" THICK
(NCDOT CLASS B)
1 1
(2) WINGED ENDWALL
PER DETAIL 3.1,
3 3
SHEET C-3
48" RCP
LENGTH = 60'
INV. IN: 855.8'
INV. OUT: 849.2'
SLOPE = 3.0%
EXISTING
GRADE
845
0+25
1+00
CULVERT PROFILE - VERT SCALE 1" = 3'
0 10 20 40
SCALE: 1" = 20'
Architect:
880 •
870
www.bodhilandanddesign.com
Plans, maps, specifications, studies,
and reports not containing a red ink
860 seal imprint accompanied by an original
signature by the licensed professional
may have been fraudulently altered and
shall not be considered an original copy.
All information should be disregarded
unless verified by the professional whose
signature appears above.
850 Copyright Protected 2013.
Project Owner:
840
Z
W
830 a
0W
a.
Feeffel
OOM
(D
0
N
Q 860
Z
855
Q
850
845
2+00
Stamp:
O,
Issue For:
JONATHAN WATTS
Issue Date:
JULY 6, 2017
REVISIONS
....................................
....................................
PRINCIPAL IN CHARGE:
B. TUCKER
PROJECT MANAGER:
DRAWN BY:
B. TUCKER
Project Address:
5218 WILLIARD ROAD
OAK RIDGE, NC 27310
Project Number:
1 Sheet Title: 1
CULVERT
PLAN
Sheet Number:
C=02