20100899 Ver 3_CEC Response to DWR add info May 5 2017 -Final_20170504

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 5/4/2017 5:00:47 PM (Supplemental Submital)
Approve by Montalvo, Sheri A 5/5/2017 8:15:58 AM (NON -DOT Project)

rpplern
v
ental Information Upl
Staff Review:
Updated ID#: 20100899
Updated Version: 3
Reviewers Email Address:
Sue. [e-mail]
Submitted Information:
Is this a public transportation
project?
r Yes
r No
What type of project is this?
r Existing Project
r Pre -Application Information
Existing Project Information:
......................................................................................................................................................................
ID# 20100899
DMRDAU Min-ber (example 20150001)
Version: 3
Project Name: Clearwater Paper Facility Expansion
County: Cleveland
Name: Clement Riddle
Mo is submitting the information?
Email Address: [e-mail]
Describe the Response to DWR add info date March 9, 2017
attachments:
Please upload all files that need to be submited.
CEC Response to DWR add info May 5 2017 -Final.pdf
Only pdr files are accepted.
rJ By checking the box and signing box below, I certify that:
28.92MB
Water Resources
ENVIRONMENTAL QUALITY
• I have given true, accurate, and complete information on this form;
• I agree that submission of this Supplemental Information form is a "transaction" subject to Chapter 66, Article 40 of the
NC General Statutes (the "Uniform Electronic Transactions Act")

I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
I intend to electronically sign and submit the Supplemental Information form.
Signature:

CLearWaLer
C1earWater Environmental Consultants, Inc.
www.cwenv.com
May 4, 2017
Ms. Sue Homewood
NC DWR, 401 & Buffer Permitting Unit
450 W. Hanes Mill Road, Suite 300
Winston Salem, North Carolina 27105
RE: DWR Request for Additional Information
Clearwater Paper Corporation
Cleveland County, North Carolina
Action ID SAW -2014-00061; DWQ Project # 2010-0899 v3
Dear Ms. Homewood,
Please reference the letter dated March 9, 2017 (Attachment A) sent by the NC Division
of Water Resources (DWR) in response to the permit application submitted by
C1earWater Environmental Consultants, Inc. (CEC), on behalf of the Clearwater Paper
Corporation represented by Mr. Brian Hoaglund. The permit application requested
written authorization for the impacts associated with expansion of the existing Clearwater
Paper facility and associated infrastructure. The comments provided by the DWR are
discussed below.
Based on further refinements to the site plan (Attachment B - Figure 6) proposed stream
impacts amounts have changed at impact locations 1, 2, and 3. The proposed permanent
stream impact grand total submitted in February 2017 was 1,682 If of stream impact and
0.12 acres of wetland impact. The new proposed impacts based on the refined site plan is
1,599 If. There are no changes to the proposed wetland impacts.
DWR Comment #1— If the US Army corps of Engineers requests a response to any
comments received as a result of the public notice, please provide the Division with a
copy of your response to the USA CE.
The applicant will send a copy of response to Corps comments as requested.
DWR Comment #2 - "based on the information provided in the application and
associated documents, all surface flow from the drainage area to Impact #2 will be
replaced with impervious are that is proposed to be rerouted through a stormwater
control measure. The discharge%utlet from the measure is proposed to be located a
significant distance downstream. In addition, all surface flow from the drainage area to
impact #3 will be replaced with impervious area that is proposed to be rerouted through
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel

Ms. Sue Homewood
05.4.17
Page 2 or 7
a stormwater control measure and the discharge%utlet from the measure will be directed
to another stream. The rerouting of the drainage areas and surface flows has the
potential to remove hydrology and therefore the existing uses with in the stream channels
from the impacts to the proposed stormwater outlet location/confluence with another
stream channel. Please provide a thorough analysis and any additional information
relative to this issue for further review by the division.
The applicant has provided an updated site plan, Figure 6 that shows the new
configurations for the 3 stormwater ponds. Full details for the Stormwater
Management Plan are provided in the Stormwater Management Plan (SMP) for
2S and 3S prepared by Amec Foster Wheeler (AFW) and submitted directly to
DWR by AFW for review and approval on May 5, 2017.
The attached Figure 6 shows the outlet for Wet Pond 1 has been relocated and
discharges near the top of the unimpacted stream. There will be approximately 90
ft. of stream remaining below impact #2 before the stormwater discharges into the
stream. This short area of stream should maintain some water flow provided by
the French drain and the small watershed around this area.
Wet pond 2 now discharges at the top of the unimpacted stream. Thereby
maintaining hydrology in the stream channel below.
Stormwater Pond 3 does not impact a stream or wetland. This pond outlets
stormwater towards the southeast and into an existing wetland.
DWR Comment #3 - "Please provide more details regarding avoidance and
minimization of the impacts for this project. This office believes that the area within the
northeast corner of the development labeled on the plans as parking can be moved or
reconfigured utilizing adjacent upland on adjacent property to the southwest that was
evaluated at early stages within this proposal in order to avoid or minimize impacts #3
and impacts #4. Please revise the plans to avoid the impacts or provide a detailed
explanation of why this plan for the activity cannot be practically accomplished, reduced,
or reconfigured.
The updated site plan has reduced overall prosed stream impacts for the site. The
office, main entrance, and employee parking areas are all located in the
northeastern section of the mill and are aligned with the converting operation
where roughly 2/3 of the mills employees work. The access road and parking for
300 employees is located in this area. In addition, there must be sufficient area in
the northeast corner for loading and unloading trucks, truck parking, and turning
radius for large trucks. This mill configuration is consistent with the design of the
current operation across the street. Figure SKT-0010 (SMP submitted by AWF)
provides cross section details of the building site in the northeast corner. Due to
the presence of the stream at proposed impact 3 the applicant is constructing an
approximately 22 -foot -high retaining wall to minimize slope fill, stream impact,
and still provide employee parking area and truck access for the mill. The access

Ms. Sue Homewood
05.4.17
Page 3 of 7
road in the northeast comer begins almost 30 feet below the finished elevation of
the mill and employee parking areas.
The property will be developed in phases from north to south, so the "southwest
comer" will move to the southern boundary of the facility as the operation
expands. It should be noted that the initial plan for the site included 3 paper
machines with associated converting and warehouse operations. This plan was
scaled back to 2 machines and the entire facility was moved as far south as
practical on the property to minimize stream and wetland impacts.
In the early stages (July 2011) of acquiring property for this project Cleveland
County engaged a real estate broker to assist with negotiations in an effort to
acquire and assemble property for future industrial development. Over the next
six months the County was able to acquire approximately 348 acres which
included the following parcels (40797, 32624, 32196, and 61941). During this
same period, the broker of record met with the owners of Parcel 73679 (35.68
acres), Parcel 28687 (33.469 acres) and Parcel 51545 (30.145 acres) on multiple
occasions in an effort to negotiate the acquisition of said property on behalf of
Cleveland County. All three of these parcels are located adjacent to and on the
south side of the project. Negotiations were unsuccessful as owners of the parcels
identified were not interested in selling the property. As a result, Cleveland
County suspended fiuther negotiations and efforts to acquire additional adjacent
property for future industrial development. Ownership of the property has
remained unchanged except for the acquisition of right-of-way purchased by the
NC Department of Transportation necessary for the construction of the Hwy 74
Bypass. Given the land development constraints of gradings, roads, railroad
elevations and access, it is not possible to move the project any further to the
south and avoid additional streams.
The pre -application showed a conceptual fixture road connection from the project
site to the new US Highway 74 By-pass. However, this conceptual plan is not
possible because property to the south is not owned by CWP, Cleveland County
or DOT.
DWR Comment #4 - Please clarify whether the Division of Energy, Mineral and Land
Resources will require riprap within any stream channels or wetlands as part of the
Erosion & Sedimentation Control Plan approval. If riprap is required, please enumerate
and clearly label the temporary and permanent impacts on the site plan and submit a
channel restoration detail. Riprap must be located below the stream bed elevation.
The applicant has completed a more detailed site plan (Figure 6) and this includes
additional impacts associated with the placement of rip -rap.
Impact I - TGS Engineers have completed the entrance road design from
Farmville Road into the site. This road crosses the unnamed tributary to Brushy
Creek. The permit application originally proposed 200 linear feet of impact.

Ms. Sue Homewood
05.4.17
Page 4 of 7
However, after final design by TGS, stream impacts associated with this crossing
will be 250 ft. for the culvert impact and 20 feet of imbedded rip -rap (Attachment
C - Road Crossing Details: Sheets 1-5).
The culvert will be installed in accordance with DWR, Water Quality
Certification 3890 (Condition 13) and any conditions imposed by the US Army
Corps of Engineers (Corps). These conditions include requirements to cross
streams at perpendicular angles; and provisions for maintenance of stream
dimensions and aquatic life passage.
Impact 2 — AFW engineers have refined the site plan (Figure 6) and Impact 2 has
been reduced from 910 linear feet to 7371f. of fill impacts and 73 If. of imbedded
rip -rap for stream protection. Outlet protection detail are provided in the SMP
submitted by AFW (Figure SKT-0006).
Impact 3 — AFW engineers have refined the site plan (Figure 6) and Impact 3 has
increased from 468 linear feet to 473 if of fill and 25 if of imbedded rip -rap for
stream protection Outlet protection detail are provided in the SMP submitted by
AFW (Figure SKT -0005).
DWR Comment #5 - For the impacts within the utility corridors, some of the proposed
stream crossings are not aligned as perpendicular crossings. Please re -configure your
proposed stream crossings to show it aligned approximately perpendicular (between 75°
and 105°) to the stream or provide justification for any non perpendicular crossings.
The gravity sewer line design plans have been completed by McGill Associates
and are included in Attachment D. Updated Figure 8 is also included in
Attachment D. Please note that during final design temporary impacts to streams
have been reduced from 2141f. of temporary impact to 801f. Stream impacts were
reduced at four location by shifting the alignment to avoid streams and by
designing 4 aerial crossings. Temporary impacts to wetlands have stayed the
same. Two existing 20 ft. culverts within the easement will be replaced following
NWP 3 maintenance guidelines (Sheets C-102 and C-111). Wetland areas with
temporary impacts will be regraded to the original contour and covered with a
wetland seed mix (Sheet (C- 504). The stream bed and banks will be restored
(Sheet C-505) following temporary impacts.
The proposed gravity sewer line alignment was selected to be parallel to the
City's existing gravity sewer line so that the new sewer line can generally remain
within the existing utility easement and limit ground disturbance to within the
existing City right-of-way (ROW). This alignment also allows for the most
efficient sewer flow by minimizing turns in the sewer line that require additional
manholes. This parallel alignment also minimizes the width of the utility
easement. In the three location that the crossings are not within DWR's definition
of "approximately perpendicular," the crossings are in small streams and the
temporary impacts to the streams and bank stabilization should not be significant.

Ms. Sue Homewood
05.4.17
Page 5 of 7
To change the alignment for these three crossing would require
purchase/condemnation of additional ROW and the addition of two new manholes
for each crossing.
DWR Comment #6 - Please provide a detailed engineering plan, profile view, and cross-
section of all proposed culverts. These drawings must include details regarding stream alignment
in relation to pipe alignment, pipe slope, pipe burial, and dissipater pad.
Culvert crossing details for the northern entrance road proposed stream impact 1
are discussed above (comment #4) and included in Attachment C - Road Crossing
Details: Sheets 1-5.
French drain fill details for proposed stream impacts 2 and 3 are shown on
updated figures submitted with the SMP submitted under separate submittal by
AFW. Specifically Figures, SKT-0005, SKT-0006 and SKT-0007.
DWR Comment #7 - All work must be done "in the dry" to protect downstream water
quality, therefore dewatering methods will be necessary to temporarily dewater the
stream channel during pipe installation. Please provide a construction sequence that
details the method of dewatering to be utilized at the site and the sequence of
construction events to be followed to ensure compliance with this condition. In addition,
please ensure that the location of the temporary impacts are shown on the construction
drawings and clearly indicated in a revised impact table.
The entrance road design has been prepared by TGS Engineers. The culvert
installation details including working in the dry (temporary dewatering) are
included Attachment C - Road Crossing Details: Sheets 1-5.
The site plan has been updated by AFW (Figure 6). The French drain details
including working in the dry (temporary dewatering) are shown on updated figure
SKT-0005 submitted with the SMP submitted under separate submittal by AFW.
The complete gravity sewer line detail sheets prepared by McGill Associates for
the gravity sewer are included for your review (Attachment D). Please note that
an updated impact table for temporary impacts associated with the gravity sewer
line installation is included on the cover page, Sheet G-002, as well as details for
work in the dry (sheet C-505).
DWR Comment #8 - Please provide a complete Stormwater Management Plan for this
project. A complete SMP shall include:
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H.1003. For the purposes of 15A NCAC 02H
.1003(2)(a), density thresholds shall be determined in accordance with 15A
NCAC 02H.1017

Ms. Sue Homewood
05.4.17
Page 6 of 7
b. A full-sized plan sheet showing the entire site with its storm drainage system,
including every inlet, outlet and conveyance device. Please show how stormwater
management requirements have been met at every proposed outlet location. [15A
NCAC 02H.0506(b)(5) and (c)(5)J
c. All appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high-density development requirements of
15A NCAC 02H.1003.
The stormwater treatment plan was prepared by AMEC Foster Wheeler and was
submitted under a separate cover to Ms. Sue Homewood for review and approval
on May 5, 2017.
The applicant also received comments from the US Army Corps of Engineers (Corps).
The applicant will be submitting response to those comments by May 31, 2017. Because
overall stream impacts have changed and to address mitigation updates, we have included
the Corps comment and additional information below.
We (Corp) have determined that, if the permit is issued and credits are purchased
from the North Carolina Division of Mitigation Services, compensatory mitigation
at a ratio of 0.5:1 would be required for the low quality intermittent stream
impacts, a ratio of 2:1 for high quality perennial stream, a ratio of 1.75:1 for
medium quality perennial stream, and a ratio of 0.75:1 for medium quality
intermittent stream. Please revise the mitigation plan accordingly and submit a
final mitigation proposal.
Below is an updated table indicating the required mitigation. An updated letter
from the NC DMS has been requested and will be forwarded to you as soon as it
arrives.
Impact
Total New Impact
Revised Compensatory
Mitigation Ratio
(X: 1)
Basic Mitigation
Requirement
Previous Impact
104 LF(perennial)
2:1
208 LF
Impact #la road crossing
250 LF (perennial)
1.75
437 LF
Impact lb outlet protection
20 (perennial)
0
0
Impact #2a fill
737 LF (perennial)
1.75:1
1290 LF
Impact 2b outlet protection
94
0
0
Impact #3 fill
410 LF(perennial)
1.75:1
717 LF
Impact 3b outlet protection
25
0
0
Impact #3 fill
63 LF (intermittent)
0.75:1
47 LF
Total Perennial Impact
1,640 LF
Total Intermittent Impact
63 LF
Grand Total Impacts
1 703 LF
Total Mitigation Required
2,699 LF

Ms. Sue Homewood
05.4.17
Page 7 of 7
The applicant is not proposing wetland mitigation at this time due to the minimal
amount of wetland impacts.
The applicant believes the information submitted in this package addresses all issues set
forth by the DWR in their letter dated March 9, 2017. Should you have any questions or
comments concerning this project please do not hesitate to contact me at 828-698-9800.
Sincerely,
R. Clement Riddl , P. S.
Principal
ATTACHMENTS:
Attachment A — DWR March 9, 2017 letter
Attachment B — Update Figure 6 AFW
Attachment C — TGS Engineers Road Crossing Details - Impact 1
Attachment D — McGill Associates Gravity Sewer Design — Temporary Impacts

Attachment A
DWR Response to Public Notice
(dated March 9, 2017)

ROY COOPER
(;,)I rraor
MICHAEL S. REGAN
Se'lewrl
S. JAY ZIMMERMAN
Di, ecmr
Water Resources w
Emdronmcnwl Qualm
March 9, 2017
DWR # 2010-0899 v3
Cleveland County
Clearwater Paper Corporation
Attn: Brian Hoaglund
601 W. Riverside Ave
Spokane WA 99201
Subject: REQUEST FOR ADDIT10NAL INFORMATION
Clearwater Paper Corporation Cleveland County Facility Expansion
Dear Mr. Hoaglund:
On February 3, 2017, the Division of Water Resources — Water Quality Programs (Division) received your
application dated January 31, 2017, requesting an Individual Water Quality Certification from the Division
for your project. The Division has determined that your application is incomplete and cannot be processed.
The application is on -hold until all of the following information is received:
1. If the U.S. Army Corps of Engineers requests a response to any comments received as a result of
the Public Notice, please provide the Division with a copy of your response to the USACE. [15A
NCAC 02H .0502(c)]
2. Pursuant to 15A NCAC 02H.0506(a) a 401 Water Quality Certification may only be issued upon
determining that existing uses are not removed or degraded by a discharge to classified surface
waters. Based on the information provided in the application and associated documents, all
surface flow from the drainage area to Impact #2 will be replaced with impervious area that is
proposed to be rerouted through a stormwater control measure. The discharge/outlet from the
measure is proposed to be located a significant distance downstream. In addition, all surface flow
from the drainage area to Impact #3 will be replaced with impervious area that is proposed to be
rerouted through a stormwater control measure and the discharge/outlet from the measure will be
directed to another stream. The rerouting of the drainage areas and surface flows has the
potential to remove existing hydrology and therefore remove existing uses within these stream
channels from the impact limits to the proposed stormwater outlet location/confluence with
another stream channel. Please provide a thorough analysis and any additional information relative
to this issue for further review by the Division.
State of North Carolina I Environmental Quality
450 W. Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105
Phone: [phone] FAX: [phone]

Clearwater Paper Corporation
D W R# 2010-0899 v3
Request for Additional Information
Page 2 of 3
3. Please provide more details regarding avoidance and minimization of the impacts for this project.
[15A NCAC 02H .0506(f) and (g)]. This Office believes that the area within the northeast corner of
the development labeled on the plans as parking can be moved or reconfigured uitilizing adjacent
upland on adjacent property to the southwest that was evaluated at early stages within this
proposal in order to avoid or minimize impacts #3 and impacts #4. Please revise the plans to avoid
the impacts or provide a detailed explanation of why this plan for the activity cannot be practically
accomplished, reduced or reconfigured.
4. Please clarify whether the Division of Energy, Mineral and Land Resources will require riprap within
any stream channels or wetlands as part of the Erosion & Sedimentation Control Plan approval. If
riprap is required, please enumerate and clearly label the temporary and permanent impacts on
the site plan and submit a channel restoration detail. Riprap must be located below the stream bed
elevation. [15A NCAC 02H .0506(f) and (g)]
5. For the impacts within the utility corridors, some of the proposed stream crossings are not aligned
as perpendicular crossings. Please re -configure your proposed stream crossings to show it aligned
approximately perpendicular (between 75 and 105°) to the stream or provide justification for any
non -perpendicular crossings. [15A NCAC 02H .0506(b)(2)]
6. Please provide a detailed engineering plan, profile view, and cross-section of all proposed culverts.
These drawings must include details regarding stream alignment in relation to pipe alignment, pipe
slope, pipe burial, and dissipater pad. 115A NCAC 02H .0502(b)]
7. All work must be done "in the dry' to protect downstream water quality, therefore dewatering
methods will be necessary to temporarily dewater the stream channel during pipe installation.
Please provide a construction sequence that details the method of dewatering to be utilized at the
site and the sequence of construction events to be followed to ensure compliance with this
condition. In addition, please ensure that the location of the temporary impacts are shown on the
construction drawings and clearly indicated in a revised impact table. [15A NCAC 02H .0502(b)(3)]
8. Please provide a complete Stormwater Management Plan for this project. A complete SMP shall
include:
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H.1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H.1017
b. A full-sized plan sheet showing the entire site with its storm drainage system, including
every inlet, outlet and conveyance device. Please show how stormwater management
requirements have been met at every proposed outlet location. [15A NCAC 02H
.0506(6)(5) and (c)(5)]
c. All appropriate stormwater control measure (SCM) supplemental forms and associated
items, that complies with the high density development requirements of 15A NCAC 02H
.1003.

Clearwater Paper Corporation
DWR# 2010-0899 v3
Request for Additional Information
Page 3 of 3
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information
for the proper consideration of the application. If all of the requested information is not received in writing
within 30 calendar days of receipt of this letter, the Division will be unable to approve the application and it
will be returned. The return of this project will necessitate reapplication to the Division for approval,
including a complete application package and the appropriate fee.
Please respond in writing within 30 calendar days of receipt of this letter by sending two copies of all of the
above requested information to my attention at the address below.
Please be aware that you have no authorization under the Water Quality Certification Rules for this activity
and any work done within waters of the state may be a violation of North Carolina General Statutes and
Administrative Code.
Please contact me at 336-776-9693 or [e-mail] if you have any questions or concerns.
Sincerely,
Sue Homewood
Winston-Salem Regional Office
cc: R. Clement Riddle, Clearwater Environmental Consultants (via email)
David Shaeffer, USACE Charlotte Regulatory Field Office (via email)
DWR MRO 401 files
DWR 401 & Buffer Permitting Unit

Attachment B
Updated Figure 6
Amec Foster Wheeler

©
Attachment C
TGS Engineers
Road Crossing Details (Sheets 1-5)

811.64
812.88
814.06
815.93
816.04
816.80
817.88
818.82
819.03
819.32
820.79
822.28
822.42
822.59
824.05
826.80827.00
827.35
827.59
828.22
829.76
831.95
832.92
834.04
RIP RAP
HEADWALL
PROPOSED
(BURIED 1 FT.)
L~ 168 LF
PROPOSED 60" RCP
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
TO MAINTAIN STREAM FLOW.
OPERATIONS AS DIRECTED BY THE ENGINEER
CONTRACTOR IS TO USE PUMP AROUND
CONSTRUCTION SEQUENCE:
1.Install perimeter erosion control devices as shown on EC-XX.
2.Install stilling basin as directed by the Engineer.
3.Construct impervious dikes to restrain stream and begin pump
around operations.
4.Construct proposed pipe and channel improvements.
5.Remove impervious dikes and return flow back to creek channel.
6.Remove stilling basin.
7.Complete roadway construction.
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENT PRACTICES FOR
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
BASIN
STILLING
PUMP AROUND
GRAPHIC SCALE
0’40’40’
PROJECT REFERENCE NO.

CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS

N
A
D

8
3
/

2
0
1
1
PERMANENT
TEMPORARY
LENGTH TYPE DESCRIPTION
FILL
PROPOSED CULVERT: 1 @ 60" RCP
NEW ROADWAYUT TO BRUSHY CREEK STREAM IMPACTS
270
’

ALONG
STREAM
270 FT
DEWATERING
TEMPORARY IMPERVIOUS DIKES
(APPROXIMATE)
SHOULDER (TYP.)
(APPROXIMATE)
TOE OF FILL SLOPE
(APPROXIMATE)
TOE OF FILL SLOPE
290 FT
RIP RAP AT OUTLET
PROPOSED CULVERT & CLEVELAND COUNTY
IMPACT SITE #1
CLEARWATER PAPER
UT TO BRUSHY CREEK
UT TO BRUSHY CREEK
AND STILLING BASIN DETAILS.
SEE SHEET 5 FOR TEMPORARY IMPERVIOUS DIKE4.
CULVERT LENGTH SHOWN ARE APPROXIMATE.
ROADWAY ALIGNMENT, FILL SLOPES, AND3.
FROM SURVEY.
STREAM CENTERLINE ELEVATIONS ARE
CONTOURS SHOWN ARE FROM LIDAR DATA.2.
RIVER BASIN.
UT TO BRUSHY CREEK IS IN THE BROAD 1.
NOTES:
SHEET 1 OF 5
PERMIT DRAWINGPRELIMINARY
WSR_Hyd_prm_pln.dgn 4/12/2017 3:00:07 PM TGS
820
825
8
2
5
830
8
3
0
835
8
3
5
840
8
4
0
8
4
5
811.64
812.88
814.06
815.93
816.04
816.80
817.88
818.82
819.03
819.32
820.79
822.28
822.42
822.59
824.05
826.80827.00
827.35
827.59
828.22
829.76
831.95
832.92
834.04
RIP RAP
HEADWALL
PROPOSED
(BURIED 1 FT.)
L~ 168 LF
PROPOSED 60" RCP
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
TO MAINTAIN STREAM FLOW.
OPERATIONS AS DIRECTED BY THE ENGINEER
CONTRACTOR IS TO USE PUMP AROUND
CONSTRUCTION SEQUENCE:
1.Install perimeter erosion control devices as shown on EC-XX.
2.Install stilling basin as directed by the Engineer.
3.Construct impervious dikes to restrain stream and begin pump
around operations.
4.Construct proposed pipe and channel improvements.
5.Remove impervious dikes and return flow back to creek channel.
6.Remove stilling basin.
7.Complete roadway construction.
CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENT PRACTICES FOR
INSTALL PIPE(S) IN JURISDICTIONAL AREAS ACCORDING TO
BASIN
STILLING
PUMP AROUND
GRAPHIC SCALE
0’40’40’
PROJECT REFERENCE NO.

CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS

N
A
D

8
3
/

2
0
1
1
PERMANENT
TEMPORARY
LENGTH TYPE DESCRIPTION
FILL
PROPOSED CULVERT: 1 @ 60" RCP
NEW ROADWAYUT TO BRUSHY CREEK STREAM IMPACTS
270
’

ALONG
STREAM
270 FT
DEWATERING
TEMPORARY IMPERVIOUS DIKES
(APPROXIMATE)
SHOULDER (TYP.)
(APPROXIMATE)
TOE OF FILL SLOPE
(APPROXIMATE)
TOE OF FILL SLOPE
290 FT
RIP RAP AT OUTLET
PROPOSED CULVERT & CLEVELAND COUNTY
IMPACT SITE #1
CLEARWATER PAPER
UT TO BRUSHY CREEK
UT TO BRUSHY CREEK
AND STILLING BASIN DETAILS.
SEE SHEET 5 FOR TEMPORARY IMPERVIOUS DIKE4.
CULVERT LENGTH SHOWN ARE APPROXIMATE.
ROADWAY ALIGNMENT, FILL SLOPES, AND3.
FROM SURVEY.
STREAM CENTERLINE ELEVATIONS ARE
CONTOURS SHOWN ARE FROM LIDAR DATA.2.
RIVER BASIN.
UT TO BRUSHY CREEK IS IN THE BROAD 1.
NOTES:
SHEET 2 OF 5
PERMIT DRAWINGPRELIMINARY
WSR_Hyd_prm_pln.dgn 4/12/2017 3:00:44 PM TGS
DIVISION OF HIGHWAYS
NCDOT
PROFILE ALONG ROADWAY
810
5+00 6+00 7+00 8+00 9+00
815
820
825
830
835
840
845
850
855
860
865
870
10+00 11+00 12+00
VARY FROM FINAL DESIGN.
CULVERT SIZE SHOWN IS PRELIMINARY AND APPROXIMATE AND MAY 2.
PURPOSE OF PRELIMINARY PERMIT DRAWINGS ONLY.
PROPOSED ROADWAY GRADE IS APPROXIMATE AND DRAWN FOR1.
NOTES:
FIELD VISIT (4-4-2017)
ELEVATION ON DATE OF
APPROX. WATER SURFACE
(APPROXIMATE*)
PROPOSED GRADE
(LIDAR)
EX. GRADE
(BURIED 1 FT.)
PROPOSED 60" RCP
PROP. GRADE= T.B.D.*
PROP. 1 @ 60" RCP
C/L -Y2- STA. 9+30.27
(APPROX., FROM FIELD MEASUREMENTS)
CHANNEL SECTION
CLEVELAND COUNTY
UT TO BRUSHY CREEK
NEW ROADWAY OVER
IMPACT SITE #1
CLEARWATER PAPER
SHEET 3 OF 5
PERMIT DRAWING
PRELIMINARY
WSR_Hyd_prm_pfl.dgn 4/11/2017 1:16:29 PM TGS
DIVISION OF HIGHWAYS
NCDOT
810
1+00
815
820
825
830
835
840
845
850
855
860
865
870
PROFILE ALONG STREAM
C/L 2+00 3+00-1+00-2+00-3+00
VARY FROM FINAL DESIGN.
CULVERT SIZE SHOWN IS PRELIMINARY AND APPROXIMATE AND MAY 2.
PURPOSE OF PRELIMINARY PERMIT DRAWINGS ONLY.
PROPOSED ROADWAY GRADE IS APPROXIMATE AND DRAWN FOR1.
NOTES:
FIELD VISIT (4-4-2017)
ELEVATION ON DATE OF
APPROX. WATER SURFACE
EXISTING STREAM BED PROFILE
HEADWALL
CONCRETE
(APPROXIMATE)
EXISTING TOP OF BANK
PROPOSED 60" RCP
CULVERT SLOPE~0.036 FT/FT
2:12:1
PROP. GRADE= T.B.D*
PROP. 1 @ 60" RCP
C/L -Y2- STA. 9+30.27
BURY INVERTS 1 FT. (TYP.)
CLEVELAND COUNTY
UT TO BRUSHY CREEK
NEW ROADWAY OVER
IMPACT SITE #1
CLEARWATER PAPER
OUTLET PROTECTION
RIP RAP
SHEET 4 OF 5
PERMIT DRAWING
PRELIMINARY
WSR_Hyd_prm_pfl.dgn 4/11/2017 1:16:08 PM TGS
DIVISION OF HIGHWAYS
NCDOT
CLEVELAND COUNTY
UT TO BRUSHY CREEK
NEW ROADWAY OVER
IMPACT SITE #1
CLEARWATER PAPER
TEMPORARY IMPERVIOUS DIKE DETAIL
STILLING BASIN DETAIL
FLOW
8 FT. (MAX.)
~3 FT.
(AS DIRECTED BY ENGINEER)
SAND BAGS OR SIMILAR
BED
STREAM
SHEET 5 OF 5
PERMIT DRAWING
PRELIMINARY
WSR_Hyd_prm_det.dgn 4/12/2017 2:46:24 PM TGS
Attachment D
McGill Associates
Gravity Sewer Design — Temporary Utility Impacts
Updated Figure 8
C1earWater Environmental

Sheet 2
Sheet 1
Approximate Sewer Line Upgrades & New Parallel Gravity Sewer Line
Ü
0 1,000 2,000500Feet
Legend
Approximate Sewer Line Upgrades Easement (40 FT ROW)
New Parallel Gravity Sewer Line Easement (40 FT ROW)
32 Clayton StreetAsheville, North Carolina 28801
Approximate Sewer Line Upgrades New Parallel Gravity Sewer Line Impact Map Figure 8
Cleveland County,North Carolina
Drawn by: KAY 3.20.17; Project# 890
W et lan d (A C)St re a m (LF)
UW 1 0.001 US1 22
UW 2 0.02 US2 30
UW 3 0.001 US3 30
UW 4 0.01 US4 12
US5 30
US7 30
US8 30
US10 30
Total 0 .0 3 2 Total 2 1 4
Te mpor ary Impact Tabl e
Approximate Sewer Line Upgrades & New Parallel Gravity Sewer Line
Ü
0 500 1,000250Feet
Legend
Stream
Linear Wetland
Wetland
Approximate Sewer Line Upgrades Easement (40 FT ROW)
New Parallel Gravity Sewer Line Easement (40 FT ROW)
32 Clayton StreetAsheville, North Carolina 28801
Approximate Sewer Line Upgrades New Parallel Gravity Sewer Line Impact Map Figure 8, Sheet 1
Cleveland County,North Carolina
Drawn by: KAY 3.20.17; Project# 890
US1, 22 LF Temporary Impact
US2, 30 LFTemporary ImpactUW1, 0.001 ACTemporary Impact
US3, 30 LFTemporary Impact
US4, 12 LFTemporary Impact
W etlan d (A C)Stream (LF)
UW 1 0.001 US1 22
UW 2 0.02 US2 30
UW 3 0.001 US3 30
UW 4 0.01 US4 12
US5 30
US7 30
US8 30
US10 30
Total 0 .0 3 2 Total 2 1 4
Temporary Impact Tabl e
Approximate Sewer Line Upgrades & New Parallel Gravity Sewer Line
Ü
0 500 1,000250Feet
Legend
Stream
Linear Wetland
Wetland
Approximate Sewer Line Upgrades Easement (40 FT ROW)
New Parallel Gravity Sewer Line Easement (40 FT ROW)
32 Clayton StreetAsheville, North Carolina 28801
Approximate Sewer Line Upgrades New Parallel Gravity Sewer Line Impact Map Figure 8, Sheet 2
Cleveland County,North Carolina
Drawn by: KAY 3.20.17; Project# 890
US5, 30 LF Temporary Impact
UW2, 0.02 ACTemporary Impact
UW3, 0.001 ACTemporary Impact
US7, 30 LFTemporary Impact
US8, 30 LFTemporary Impact
US10, 30 LFTemporary Impact
UW4, 0.01 Temporary Impact
W etlan d (A C)Stream (LF)
UW 1 0.001 US1 22
UW 2 0.02 US2 30
UW 3 0.001 US3 30
UW 4 0.01 US4 12
US5 30
US7 30
US8 30
US10 30
Total 0 .0 3 2 Total 2 1 4
Temporary Impact Tabl e
S
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GENERAL NOTES AND
LEGENDS
C
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DESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
CADD BY:
CONST. REVIEW: _____
/E )NKN
N
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B
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I
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS
FILE NAME:
16.00359 CWE Impacts.dwg
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EROSION CONTROL NOTES NORTH CAROLINA LAND QUALITY SECTIONREVISION DATE - MARCH, 2016NATIVE SEEDING:NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATIONNPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THEFOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
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CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
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L
I
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I
N
A
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7
3
6
7
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SEWER LINE
PLAN AND PROFILE
10+00 - 25+00
P
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16.00359 CWE Impacts.dwg
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DESIGN REVIEW: _____
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VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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7
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7
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16.00359 CWE Impacts.dwg
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VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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L
I
M
I
N
A
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Y
7
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8
7
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7
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P
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SEWER LINE
PLAN AND PROFILE
55+00 - 70+00
P
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16.00359 CWE Impacts.dwg
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DESIGN REVIEW: _____
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MATCH LINE 55+00NO SPILLAGE OF SEWER FLOW WILL BE ALLOWED AT ANY TIME
CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
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L
I
M
I
N
A
R
Y
7
6
5
7
6
4
7
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3
7
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1
7
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0
759 758
P
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SEWER LINE
PLAN AND PROFILE
70+00 - 85+00
P
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16.00359 CWE Impacts.dwg
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JOB NO.:
DATE:
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CONST. REVIEW: _____
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS


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MATCH LINE 70+00
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NO SPILLAGE OF SEWER FLOW WILL BE ALLOWED AT ANY TIME
CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
E
L
I
M
I
N
A
R
Y
7
7
3
7
7
2
7
7
1
7
7
0
7
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9
7
6
8
767766765
P
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A
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SEWER LINE
PLAN AND PROFILE
85+00 - 100+00
P
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16.00359 CWE Impacts.dwg
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DESIGN REVIEW: _____
DESIGNED BY:
JOB NO.:
DATE:
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CONST. REVIEW: _____
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FILE NAME:
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MATCH LINE 85+00
MATCH LINE 100+00
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CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
E
L
I
M
I
N
A
R
Y
0
0
0
0
0
0
0
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0
0
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0
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P
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SEWER LINE
PLAN AND PROFILE
130+00 - 145+00
P
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16.00359 CWE Impacts.dwg
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MATCH LINE 130+00
MATCH

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CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
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SEWER LINE
PLAN AND PROFILE
145+00 - 155+00
P
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16.00359 CWE Impacts.dwg
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DATE:
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FILE NAME:
N
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D
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS


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NO SPILLAGE OF SEWER FLOW WILL BE ALLOWED AT ANY TIME
CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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A
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„„„„
0
0
0
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„„„„„„„„„„„„„„„„
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PLAN AND PROFILE
155+00 - 170+00
P
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16.00359 CWE Impacts.dwg
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS


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MATCH LINE 155+00
MATCH LINE 170+00
NO SPILLAGE OF SEWER FLOW WILL BE ALLOWED AT ANY TIME
CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
E
L
I
M
I
N
A
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P
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A
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SEWER LINE
PLAN AND PROFILE
170+00 - 185+00
P
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16.00359 CWE Impacts.dwg
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS


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VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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P
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PLAN AND PROFILE
185+00 - 200+00
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16.00359 CWE Impacts.dwg
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS


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VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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DETAILS
16.00359 CWE Impacts.dwg
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS
FILE NAME:
CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
R
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L
I
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A
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MISCELLANEOUS
DETAILS
S
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS
FILE NAME:
16.00359 CWE Impacts.dwg
NEW NEW
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VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
P
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MISCELLANEOUS
DETAILS
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I:\Drawings\2016\16.00359\Design\Sewer\Drawings\16.00359 CWE Impacts.dwg 4/26/2017 11:02 AM VANN WATERS
FILE NAME:
SEWER LINE ABANDONMENTREVISION DATE - FEBRUARY 2014 MANHOLE DEMOLITION AND ABANDONMENTREVISION DATE - NOVEMBER 3, 2008
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16.00359
APRIL 26, 2017
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16.00359 CWE Impacts.dwg
2017 WESTSIDE
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16.00359
APRIL 26, 2017
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16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
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FILE NAME:
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MEDIUM CREEK CROSSINGREVISION DATE - NOVEMBER 24, 2009 STREAM BANK PROTECTIONREVISION DATE - MARCH, 2015
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CLEVELAND COUNTY, NORTH CAROLINA
VW
16.00359
APRIL 26, 2017
VW
16.00359 CWE Impacts.dwg
2017 WESTSIDE
SEWER SYSTEM IMPROVEMENTS
GRAVITY SEWER LINE
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