20211142 Ver 1_More Info Received_20210930

Strickland, Bev
From: Matt Michel <[e-mail]>
Sent: Thursday, September 30, 2021 1:02 PM
To: Cohn, Colleen M
Cc: Goss, Stephanie; Hopper, Christopher D CIV (USA)
Subject: [External] FW: Glen at Cool Springs; DWR # 20211142, SAW-2020-01161
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Hi Colleen,
I wasn't sure if you were now reviewing this project (Glen at Cool Springs DWR# 20211142), but I've forwarded you our
response to comments that were made by Stephanie back in early September.
Chris Hopper from the Corps had sent us a provisional 404 permit approval, and we are just waiting to hear back from
the State.
Thanks!
Matt
From: Morgan Gilbert <[e-mail]>
Sent: Friday, September 17, 2021 2:33 PM
To: Goss, Stephanie <[e-mail]>; Hopper, Christopher D CIV (USA)
<[e-mail]>
Cc: Matt Michel <[e-mail]>; Sydni Law <[e-mail]>
Subject: RE: Glen at Cool Springs; DWR # 20211142, SAW-2020-01161
Good afternoon Stephanie and Chris,
Please find our response to the DWR Request for Additional Information for the Glen at Cool Springs project attached to
this email.
Please let us know if you have any additional comments or concerns regarding this project.
Thanks,
Morgan Gilbert
Environmental Technician
TIMMONS GROUP 1 www.timmons.com
5410 Trinity Rd, Suite 102 1 Raleigh, NC 27607
Office: 984. 255. 2351 1 Fax: [phone]
Mobile: [e-mail]
Your Vision Achieved Through Ours
From: Goss, Stephanie <[e-mail]>
Sent: Thursday, September 2, 2021 11:47 AM
To: Matt Michel <[e-mail]>
1

Cc: Hopper, Christopher D CIV (USA) <[e-mail]>
Subject: Glen at Cool Springs; DWR # 20211142, SAW-2020-01161
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sender and know the content is safe.
Matt,
I am currently reviewing the above referenced project and have the following items that require clarification:
1. Steam impact 6: the 24 linear feet impact for rip rap seems excessive. Please provide details for why this impact
cannot be minimized [15A NCAC 02H .0506(b)(1)]
2. Stream impact 6: Dewatering-will there be any temporary impacts for dewatering at this stream impact. Please
provide clarification if there will be temporary impact {15A NCAC 02H .0506(b)(1)]
Thank you in advance.
Stephanie Z. Goss
Environmental Program Consultant
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
919-791-4256
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

ENGINEERING | DESIGN | TECHNOLOGY
5410 Trinity Road
Suite 102
Raleigh, NC 27607

P 919.866.4951
F 919.859.5663
www.timmons.com

September 17, 2021

Stephanie Goss
401 & Buffer Permitting Branch
NCDEQ – Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609

Chris Hopper
USACE – Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587

Re: Response to Requests for Additional Information
Glen at Cool Springs (Brownstone)
SAW-2020-01161
(Approx. 55.34 acres)
Lee County, North Carolina

Dear Ms. Goss,
On behalf of Foxfield Atlantic Coast, LLC, we are providing a response to the Request for Additional
Information (RAI) email received on September 2, 2021 for the Glen at Cool Springs, an approximately
55.34-acre site located off of Cool Springs Road in Sanford, Lee County, North Carolina (the Site).
The revised Impacts Maps have been attached showing an increase to temporary wetland impacts, slight
decrease to permanent stream impacts, and the addition of temporary stream impacts to the drawings and
table. Additionally, a Velocity Dissipation Pad (VDP) Design table has been added below the Impacts Table
(Sheet CWI-C1.7). This VDP table provides the calculations for the rip rap pad dimensions associated to
Impact 6.
Temporary impacts to wetlands have increased from 0.071 acres to 0.072 acres to reflect a change in the
position of the pipe for Impact 5. This pipe was originally proposed to maintain the hydrologic connectivity
of the wetland impacted in Impact 5. The pipe was shifted to provide hydrologic input to more of the southern
portion of the wetland. Please note this change was not requested by either the NC Division of Water
Resources or the US Army Corps of Engineers.
For streams, we are proposing a slight decrease to permanent impacts, from 128 linear feet to 127 linear
feet. This decrease is because of a slight shift in the orientation of the proposed 36” RCP. Permanent-no
loss stream impacts remained the same. Temporary stream impacts have been added to the table and
drawings.
The comments provided by the NC Division of Water Resources (NC DWR) are outlined below in italics
and are grouped by question. Our response is below each comment.
1) Stream impact 6: the 24 linear feet impact for rip rap seems excessive. Please provide details for why
this impact cannot be minimized [15A NCAC 02H.0506(b)(1)]:
The design of the rip rap pad dimensions is based on calculations from the NC DEQ Erosion
and Sediment Control Planning and Design Manual chapter 8. The factors used for this
determination include the pipe diameter, velocity, and rip rap zone. The calculations for the

design of the rip rap pad are shown on CWI-1.7. Different orientations and sizes of the pipe
were considered, but the length of the rip rap pad could not be reduced. Please note that the
final proposed design calls for a steeper pipe slope than the original design. However, we are
still proposing that the inlet and outlet of the RCP will not be buried, as per the guidelines of
the new Individual Water Quality Certification.
2) Stream impact 6: Dewatering-will there be any temporary impacts for dewatering at this stream impact.
Please provide clarification if there will be temporary impact [15A NCAC 02H.0506(b)(1)]:
Temporary stream impacts will occur and have been added to the drawings and table (CWI-
1.6 and CWI-1.7). A total of 40 linear feet of temporary stream impacts will be associated with
the dewatering of the stream at Impact 6.

Updated Wetland Impacts Table

0.010
0.072
0.296

Updated Stream Impacts Table

Added
127
151
191

Please review the updated Impact Maps and contact Matt Michel at [phone] or
[e-mail] if additional information is required.

Sincerely,
Timmons Group

Morgan Gilbert
Environmental Technician

Matt Michel, PWS, PhD
Senior Environmental Scientist

JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C0.0COVERNAD83ENVIRONMENTAL IMPACTS
CITY OF SANFORD, LEE COUNTY, NORTH CAROLINA
GLEN AT COOL SPRINGS
NOTES:
1. BOUNDARY INFORMATION TAKE FROM SURVEY
BY TIMMONS GROUP DATED AUGUST 21, 2020.
2. TOPOGRAPHIC INFORMATION TAKEN FROM LEE
COUNTY GIS.
3. ENVIRONMENTAL INFORMATION TAKEN BY
TIMMONS GROUP DATED JUNE 2020.
4. THE SUBJECT PROPERTY LIES IN ZONE X & AE,
PER FIRM MAP #3710962300J PANEL 9623 & MAP
#3710963300J.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CITY OF SANFORD AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS.
SITE DATA TABLE:
TOTAL AREA: 53.48 ACRES
TOTAL WETLANDS: 0.76 ACRES (33,174 SF)
TOTAL STREAMS: 3,241 LF
TOTAL PROPOSED IMPERVIOUS: 22.59 ACRES (42.20%)
N/ACOOL SPRINGS RDWELLIN
G
T
O
N

D
R
BUCHANAN DR
SOUTHERN RD
SITE
0
SCALE 1"=1,000'
2,000'1,000'
VICINITY MAP1" = 1000'
B
ROW
N
S
TO
N
E

D
R
Sheet List Table
Sheet Number Sheet Title
CWI-C0.0 COVER
CWI-C1.1 OVERALL EXISTING CONDITIONS PLAN
CWI-C1.2 OVERALL ENVIRONMENTAL IMPACTS
CWI-C1.3 WETLAND IMPACTS 1-3
CWI-1.4 WETLAND IMPACT 4
CWI-C1.5 WETLAND IMPACT 5
CWI-C1.6 STREAM IMPACT 6
CWI-C1.7 ENVIRONMENTAL IMPACT TABLE AND DETAILS
8''

S
A
N
X X
WETLAND
WETLAND WETLAND
STREAM
CHADWICK CIR
CAMBRIDGE DRBRISTO
L
W
A
Y
WELLINGT
O
N

D
R COOL SPRINGS ROAD - S.R. 132535
0
34
9
3
5
1
340339341330331320319
3403
4
1
330331
330329331331331
320321
300301302308309309
3
6
0
35
0
35
1351351
340339341
340338339341
350349351
360361370 38037
0
360359361
360359
33032933132131
0
30
9
3
1
13002993012
9
0
29
1
300299
310311
330
330331
320319
32
1
322
310
340 330329331340341330329331332
340
350349351
340
34
1
3
3
0
32031932134
0 350JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.1OVERALL EXISTING CONDITIONS PLAN1"=250'NAD 83LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
0
SCALE 1"=250'
500'250'
SITE DATA TABLE:
TOTAL AREA: 53.48 ACRES
TOTAL WETLANDS: 0.76 ACRES (33,174 SF)
TOTAL STREAMS: 3,241 LF
TOTAL PROPOSED IMPERVIOUS: 22.59 ACRES (42.20%)
8''

S
A
N
SCM 1
(WET POND)SCM 2
(WET POND)
SCM 3
(WET POND)
OPEN SPACE 7
195,328 SF
4.48 AC
OPEN SPACE 3
45,425 SF
1.04 AC
OPEN SPACE 6
33,940 SF
0.78 AC
OPEN SPACE 5
38,977 SF
0.89 AC
OS 111,843 SF
0.27 AC
130
131
79
77
596061 565758 55 50515253
46
54
474849 45
28
27
202122
24
18
19
17
15
16
11
1213
14
10
8 79
34
5 2
1
8685848382
111112113
109110
81
23
2526
114
103
102
101
107 106
105
104
125 124 123
129 128 127 126
95
88
94
87
93
100
92
99
91
98 97
90
96
89
62636465666768
80
78
122 108
118
117
120
116 115
121119
71
74 757273
6970
6
OS 219,148 SF
0.44 AC
OPEN SPACE 4
104,818 SF
2.41 AC
293435363738404139434442
30323331XX
WETLAND
WETLAND WETLAND
8''W 8''W
8''W
8''W 8''W8''W
8''W
8''
W
8''W
8''W
8''W
8''W
8''W
S
SSS
SS
SS
SS
S
S
S
S
SS
S
SS S
S
S
S
S
S SS
S
SS
S
SSSSS
S
S
S
S
S
STREAM
S
SCHADWICK CIR
CAMBRIDGE DRBRISTO
L
W
A
Y
WELLINGT
O
N

D
R COOL SPRINGS ROAD - S.R. 1325SSS
S35
0
34
9
3
5
1
340339341330331320319
3403
4
1
330331
330329331331331
320321
300301302308309309
3
6
0
3
5
0
35
1351351
340339341
340338339341
350349351
360361370 38037
0
360359361
360359
33032933132131
0
30
9
3
1
13002993012
9
0
29
1
300299
310311
330
330331
320319
321
322
310
340
330329331
340341
330329331332
340
350349351
340
34
1
3
3
0
32031932134
0 3508''

S
A
N
S
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.2OVERALL ENVIRONMENTAL IMPACTSLEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
Contractor will follow the following constructionsequence:     
·Contractor shall notify the City of Sanford Public
Works 48-hours in advance of start of work
during a period of time with no rain in the
forecast.
·Prior to start of work, contractor shall have all
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to any
open cut activities.
·Contractor shall install a temporary coffer dam
on the upstream side of the proposed crossing
and pump water around the open cut area to
the downstream side.
·Contractor shall place the culvert or utility
casing with carrier pipe at elevations shown on
the approved plans and backfill in accordance
with City of Sanford specifications.
·Contractor shall restore channel and stabilize
any disturbance within 24-hours of start of
work.
1"=250'
SITE DATA TABLE:
TOTAL AREA: 53.48 ACRES
TOTAL WETLANDS: 0.76 ACRES (33,174 SF)
TOTAL STREAMS: 3,241 LF
TOTAL PROPOSED IMPERVIOUS: 22.59 ACRES (42.20%)
WETLAND & STREAM IMPACT LEGEND:
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - MAGENTA
PERMANENT STREAM (NO LOSS) - CYAN
8''W
8''W
8''W
8''W
S
SAN
SAN
-0+500+00
3
3
6
335
3
3
4
3
3
4
333332331330329328327326325324
322
320
317
323WETLAND IMPACT 1
PERMANENT FOR
PROPOSED ROAD
EXTENSION AND GRADING
(3,046 SF)HEADWALL 1 329330332333331
WETLANDS IMPACT 2
PERMANENT
FOR GRADING
(498 SF)
11
345
348
350
353
355357
359
WETLANDS IMPACT 3
PERMANENT FOR
PROPOSED RETAINING
WALL AND GRADING
(575 SF)
WETLANDS IMPACT 3
TEMPORARY FOR
PROPOSED RETAINING
WALL AND GRADING
(115 SF)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.3WETLAND IMPACTS 1-3NAD 830
SCALE 1"=30'
60'30'
WETLANDS IMPACT 1
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
Contractor will follow the following constructionsequence:     
·Contractor shall notify the City of Sanford Public
Works 48-hours in advance of start of work
during a period of time with no rain in the
forecast.
·Prior to start of work, contractor shall have all
materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be
installed within the casing pipe prior to anyopen cut activities.
·Contractor shall install a temporary coffer dam
on the upstream side of the proposed crossing
and pump water around the open cut area to
the downstream side.
·Contractor shall place the culvert or utility
casing with carrier pipe at elevations shown on
the approved plans and backfill in accordance
with City of Sanford specifications.
·Contractor shall restore channel and stabilize
any disturbance within 24-hours of start of
work.
1"=30'
WETLANDS IMPACT 2
WETLANDS IMPACT 3
WETLAND & STREAM IMPACT LEGEND:
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - MAGENTA
PERMANENT STREAM (NO LOSS) - CYAN
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WETLAND IMPACT 4 PROFILE
295
300
305
310
315
320
325
330
295
300
305
310
315
320
325
330
300.5303.5311.9317.5322.9303.47325.12326.21325.68-1+00 0+00 1+00 2+00 2+50
197 LF
36" RCP
@ 4.07%
30' (L) X 9' (W) X
36" (D) CLASS 2
RIP RAP
PROPOSED
GRADE
8" WATER MAIN
RETAINING
WALL
EXISTING GRADE
DI BP2
TOP 324.73
INV IN 311.00 (BP3-BP2)
INV OUT 311.00 (BP2-BP1)1+48.77325323
320319318317
316
315
-0+500+000+00
0+50
0+95.77
WETLANDS IMPACT 4
TEMPORARY FOR
PROPOSED RETAINING
WALL AND GRADING
(2,622 SF)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WETLAND IMPACT 4 WALL PROFILE
300
305
310
315
300
305
310
315
302.8304.1309.25309.00-0+50 0+00 1+00 1+50
197 LF
36" RCP
@ 4.07%
PROPOSED
GRADE
EXISTING GRADE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.4WETLAND IMPACT 4NAD 830
SCALE 1"=30'
60'30'
Contractor will follow the following construction sequence:     
·Contractor shall notify the City of Sanford Public Works 48-hours in advance of start of work
during a period of time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be installed within the casing pipe prior to any
open cut activities.
·Contractor shall install a temporary coffer dam on the upstream side of the proposed crossing
and pump water around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the
approved plans and backfill in accordance with City of Sanford specifications.
·Contractor shall restore channel and stabilize any disturbance within 24-hours of start of work.
1"=30'
WETLANDS IMPACT 4
WETLAND IMPACT 4
PERMANENT
KEY RIP RAP INTO
EXISTING GRADE
183 SF
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
PROFILE SCALE
0
0
50
5
WETLAND & STREAM IMPACT LEGEND:
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - MAGENTA
PERMANENT STREAM (NO LOSS) - CYAN
SAN
SAN
0+000+501+001+48.77WETLANDS IMPACT 5
PERMANENT FOR GRADING,
SANITARY SEWER
EXTENSION, AND WETLAND
HYDROLOGIC CONNECTION
CULVERT
(5,479 SF)
WETLANDS IMPACT 4
PROPOSED RETAINING
WETLANDS IMPACT 5
TEMPORARY FOR
WETLAND HYDROLOGIC
CONNECTION CULVERT
(260 SF)
WETLANDS IMPACT 5
TEMPORARY FOR
WETLAND HYDROLOGIC
CONNECTION CULVERT
(156 SF)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
WETLAND IMPACT 5 PROFILE
290
295
300
305
290
295
300
305
294.2295.5296.0310.59317.42-0+50 0+00 1+00 1+50
132 LF
36" RCP
@ 2.36%
8" DIP
18"
PROPOSED
GRADE
EXISTING GRADE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.5WETLAND IMPACT 5NAD 830
SCALE 1"=30'
60'30'
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
Contractor will follow the following construction sequence:     
·Contractor shall notify the City of Sanford Public Works 48-hours in advance of start of work during
a period of time with no rain in the forecast.
·Prior to start of work, contractor shall have all materials and equipment on-site. For utility
crossings with casings, the carrier pipe shall be installed within the casing pipe prior to any open
cut activities.
·Contractor shall install a temporary coffer dam on the upstream side of the proposed crossing and
pump water around the open cut area to the downstream side.
·Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on the
approved plans and backfill in accordance with City of Sanford specifications.
·Contractor shall restore channel and stabilize any disturbance within 24-hours of start of work.
1"=30'
WETLAND IMPACT 5
PROFILE SCALE
0
0
50
5
WETLAND & STREAM IMPACT LEGEND:
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - MAGENTA
PERMANENT STREAM (NO LOSS) - CYAN
8'
'W
8'
'W
8''
W
8''W
8''W
S
S
S
A
N
S
A
N
-0+500+000+501+001+09.560+00
0+
5
0
0+96.
3
2
333
331
329
327326325324
322
320
317
3
2
0
3
2
2
3
2
4
3
2
5
3
2
7
3
2
9330
3
3
1
33
1
3
3
1
33
0
328325323
STREAM IMPACT 6
PERMANENT FOR
PROPOSED ROAD
EXTENSION AND GRADING
(127 LF/253 SF)
HEADWALL 1
STREAM IMPACT 6
PERMANENT - NO LOSS
KEY RIP RAP INTO
EXISTING GRADE
(24 LF/147 SF)
*SEE CALCS ON SHEET
CWI-C1.7
STREAM IMPACT 6
TEMPORARY
(20 LF/40 SF)
STREAM IMPACT 6
TEMPORARY
(20 LF/40 SF)
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
STREAM IMPACT 6 PROFILE
310
315
320
325
330
335
310
315
320
325
330
335
316.1315.2317.6316.7329.01331.22317.89-0+50 0+00 1+00 1+50
8 inch SDR 26
91 LF
30" RCP
@ 3.52%
121 LF
36" RCP
@ 3.96%
PROPOSED
GRADE
EXISTING GRADE
8" WATER MAIN
RETAINING
WALL
24' (L) X 9' (W) X 26" (D) CLASS 1 RIP RAP
HORIZ SCALE: 1"=50'
VERT SCALE: 1"=5
HEADWALL 1 PROFILE
310
315
320
325
310
315
320
325
316.14318.80316.4315.0-0+50 0+00 1+00 1+50
121 LF
36" RCP
@ 3.96%
PROPOSED
GRADE
EXISTING GRADE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.6STREAM IMPACT 6NAD 830
SCALE 1"=30'
60'30'
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
FLOODPLAIN
PROPOSED DRAIN EASEMENT
WETLANDS
Contractor will follow the followingconstruction sequence:     
·Contractor shall notify the City of
Sanford Public Works 48-hours in
advance of start of work during a
period of time with no rain in the
forecast.
·Prior to start of work, contractor shall
have all materials and equipment
on-site. For utility crossings with
casings, the carrier pipe shall be
installed within the casing pipe prior
to any open cut activities.
·Contractor shall install a temporary
coffer dam on the upstream side of
the proposed crossing and pump
water around the open cut area to the
downstream side.
·Contractor shall place the culvert or
utility casing with carrier pipe at
elevations shown on the approved
plans and backfill in accordance with
City of Sanford specifications.
·Contractor shall restore channel and
stabilize any disturbance within
24-hours of start of work.
VARIES
STREAM IMPACT 6
PROFILE SCALE
0
0
50
5
WETLAND & STREAM IMPACT LEGEND:
TEMPORARY WETLANDS - PURPLE
PERMANENT WETLANDS - GREEN
PERMANENT STREAM - MAGENTA
PERMANENT STREAM (NO LOSS) - CYAN
TEMPORARY STREAM - ORANGE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.07/09/2021
GLEN AT COOL SPRINGSCOOL SPRINGS ROAD, SANFORD, LEE COUNTY460185410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICE331
331
M. ZACCARDO
CWI-C1.7ENVIRONMENTAL IMPACT TABLE AND DETAILSN/A
TEMPORARY PUMP AROUND