2023.08.11_Fairhaven Glen RAI Response

ENGINEERING | DESIGN | TECHNOLOGY
5410 Trinity Road
Suite 102
Raleigh, NC 27607
P 919.866.4951
F 919.859.5663
www.timmons.com
August 11, 2023
Doug Perez
U.S. Army Corps of Engineers – Wilmington District
Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 615
Charlotte, NC 28262
Stephanie Goss
401 & Buffer Permitting Branch Supervisor
NCDEQ – Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Re: Response to Requests for Additional Information
Fairhaven Glen
USACE AID: SAW-2021-01424
DWR ID# 20230773 Ver 1
(Approx. 16.75 acres)
Charlotte, Mecklenburg County, North Carolina
Dear Mr. Perez/Ms. Goss,
On behalf of Commonwealth Development Corporation, we are providing a response to the Request for
Additional Information (RAI) email received on June 28, 2023 for Fairhaven Glen, an approximately 16.75-
acre site located at 8301 and 8329 Nations Ford Road in Charlotte, North Carolina with Mecklenburg
County (the Site).
The revised Impacts Maps have been attached showing adjustments to Stream Impacts 1b, 1c, and 1d,
with additions of Stream Impacts 1e and 1f. These impacts have been adjusted/added due to the site design
changes involving the shift of the retaining wall north of Stream Impacts 1a-1f. The retaining wall was shifted
north as much as possible while still adhering to the City of Charlotte’s site design requirements. The City
of Charlotte requires the sidewalk, but made a project allowance to shift it 5’ closer to the curb providing an
8’ planting strip instead of 13’. Therefore, the retaining wall was moved with the sidewalk providing more
clearance from the jurisdictional stream.
Since the time of initial application, a discrepancy was identified in the calculations for three of the four
proposed dissipator pad locations (Impacts 1h, 2b, and 3c) resulting in decreases in permanent, no loss
impacts resulting from installation.
Additional revisions to the sewer line plans were also required. The City of Charlotte is requiring a 20-ft
easement for the sewer line rather than the 15-ft easement initially proposed, altering Impacts 4a and 4b.
A data discrepancy was also noted for these impacts, but the updated totals have been confirmed to be
correct. The location of the proposed underground directional bore (Sheet CWI-2.6) has shifted to avoid
the stormwater BMP easement. The bore will still avoid impacts to jurisdictional features.
Due to these changes, an updated Stream Impacts Table (Table 1) is provided on the following page for
ePCN sections D.3a-3h. New Impact rows and impact total adjustments are highlighted.
Table 1 – ePCN Section D. 31-3h - Stream Impacts
3a. Reason for Impact
3b.
Impact
type
3c.
Type
of
impact
3d. S.
Name
3e.
Stream
Type
3f. Type
of
Juris-
diction
3g. S.
width
(avg.
ft.)
3h.
Impact
length
(l.f.)
1a – Rip Rap Apron
Install Permanent Rip
Rap Fill
Stream
D Intermittent Both 2 12
1b – 10’ Wall
Construction Buffer Temporary Other
Stream
D Intermittent Both 2 20
1c – Stream Realignment
Indirect Loss Permanent Other Stream
D Intermittent Both 2 20
1d – Site Fill & Road
Construction Permanent Fill Stream
D Intermittent Both 2 17
1e – Stream Realignment
Indirect Loss Permanent Other Stream
D Intermittent Both 2 58
1f – 10’ Wall Construction
Buffer Permanent Other Stream
D Intermittent Both 2 55
1g – Site Fill & Road
Construction (formerly 1c) Permanent Other
Stream
D Intermittent Both 2 111
1h – Rip Rap Apron
Install (formerly 1d) Permanent Rip
Rap Fill
Stream
D Intermittent Both 3 24
2a – Site Fill & Road
Construction Permanent Fill
Stream
E Intermittent Both 4 46
2b – Rip Rap Apron
Install Permanent Rip
Rap Fill
Stream
E Intermittent Both 4 20
3a – 10’ Wall
Construction Buffer Temporary Other
Stream
E Intermittent Both 4 10
3b – Site Fill & Road
Construction Permanent Fill
Stream
E Intermittent Both 4 81
3c – Rip Rap Apron
Install Permanent Rip
Rap Fill
Stream
E Intermittent Both 3 24
4a – Sewer Aerial
Crossing Construction Temporary Other
Stream
C Perennial Both 11 20
4b – Sewer Aerial
Crossing Bank
Stabilization
Permanent Rip
Rap Fill
Stream
C Perennial Both 15 20
Mitigation Updates
Due to the site design changes to the retaining wall and stream relocation, and per the request of the
USACE, required mitigation has changed. Impacts 1d will result in 17 linear feet of permanent stream
impact to be replaced by a stream realignment. Additionally, Impacts 1c and 1e will result in 78 linear feet
of indirect loss to be replaced by a stream realignment. Based on feedback from the USACE, the reach of
streambed subject to stream realignment will require a 1:1 ratio. Therefore, 95 linear feet of stream credits
is proposed for these impacts.
Impact 1g, 111 linear feet of permanent impact associated with a road crossing, is proposed to be mitigated
at a 2:1 ratio, requiring 222 linear feet of stream credits.
Mitigation for Impacts relating to Stream E have not changed and remain at a 1.5:1 ratio for the 127 linear
feet of permanent loss impacts for this feature (impacts 2a and 3b) due to medium quality ranking per an
NC SAM analysis. Resulting in 191 stream credits for impacts to Stream E.
The permanent – no loss stream impacts for the riprap pad installation will not require mitigation due to the
proper design of keyed in riprap. The placement of the riprap dissipator pads keyed into existing grade
maintains the existing stream location and acts to protect it from erosion. Therefore, it is considered “no net
loss” or permanent impact resulting in no loss and does not count towards stream impact limits or mitigation.
In total, this project will require 508 stream credits. Mitigation is also itemized in Table 2 below.
The comments are outlined below in italics and are grouped by impact, with USACE comments in blue. Our
response is below each comment.
1) USACE comments
1. Please provide an overall site plan showing all proposed residential structures.
The overall site plan showing all proposed residential structures is attached.
2. Please explain in detail the need for the two proposed road crossings for Doverdale Lane
(proposed permanent impacts 1c and 3b). It isn't clear from you application why the site cannot be
redesigned with the road connection shifted further west in the project area, outside of jurisdictional
waters.
The City of Charlotte Department of Transportation required Doverdale Lane to extend across the
site in order to connect to the southern adjoining property. There was the option to extend
Carrolwood Drive as well but it would not eliminate the need to extend Doverdale Lane.
Doverdale Lane is a thoroughfare planning requirement. Several attempts were made to avoid this
crossing during conceptual design reviews; however, both the planning and transportation
departments maintained the requirement.
The project is not feasible without Doverdale Lane.

3. It isn't clear to me what the below highlighted area represents, but it appears to be a sidewalk.
Please explain in detail why the proposed stream realignment cannot be avoided entirely by
eliminating the southern sidewalk (i.e., the highlighted area below) and shifting the proposed cast-
in-place headwall closer to the roadway.

This is required as part of the City of Charlotte standard street section, required for all new public
streets. This is a requirement for safe pedestrian connectivity.

As mentioned above, a request was made to the City of Charlotte to adjust the right-of-way and
sidewalk. The City permitted the retaining wall to north as much as possible while still adhering to
the City of Charlotte’s site design requirements. The City of Charlotte requires the sidewalk, but it
was allowed to be shifted 5’ closer to the curb providing an 8’ planting strip instead of 13’.

4. If the proposed stream realignment cannot be avoided, I have serious concerns with the
proposed location of the realigned channel. Based on my measurement, it appears the stream
would be relocated to within two feet of the cast-in-place headwall. With no indication of natural
channel design indicated or explained in detail in the Pre-Construction Notification, the Corps will
require 1:1 mitigation for the total reach of streambed subject to realignment. This mitigation
requirement would act as a safeguard against potential short- and long-term stability issues.
Due to the site design, mitigation will be paid at the 1:1 ratio for the total reach of streambed subject
to realignment. This will include 17 lf of permanent impact from road fill (Impact 1d) and 78 lf of
indirect loss impact (Impacts 1 c and 1e) due to the need to realign the stream a reasonable
distance from the proposed headwall for long-term stability.

5. Please itemize and differentiate which impacts are proposed for verification under a Nationwide
Permit 18 and a Nationwide Permit 29.

Table 2. Itemized Impacts
Stream Impacts
Impact
#
Reason for
Impact
Permanent
Impacts (lf
& ac.)
Temporary
Impacts (lf
& ac.)
Permanent –
No Loss
Impacts (lf &
ac.)
Indirect
Loss (lf &
ac.) NWP Mitigation
Ratio
Mitigation
Credits
1a Rip Rap
Apron Install 11 lf
(0.001 ac.)
NWP 29
1b
10’ Wall
Const.
Buffer
20 lf
(0.001 ac.)
NWP 29

1c Stream
Realignment 20 lf
(0.001 ac)NWP 29 1:1 20
1d Site Fill &
Road Const.
17 lf
(0.001 ac.) NWP 29 1:1 17
1e Stream
Realignment 58 lf
(0.003 ac)
NWP 29 1:1 58
1f
10’ Wall
Const.
Buffer
114 lf
(0.003 ac.)
NWP 29

1g Site Fill &
Road Const.
111 lf
(0.005 ac.) NWP 29 2:1 222
1h Rip Rap
Apron Install 24 lf
(0.002 ac.)
NWP 29
2a Site Fill &
Road Const.
46 lf
(0.004 ac.) NWP 29 1.5:1 69
2b Rip Rap
Apron Install 20 lf
(0.002 ac.)
NWP 29
3a
10’ Wall
Const.
Buffer
10 lf
(0.001 ac.)
NWP 29

3b Site Fill &
Road Const.
81 lf
(0.007 ac.) NWP 29 1.5:1 122
3c Rip Rap
Apron Install 24 lf
(0.002 ac.)
NWP 29
4a
Sewer Aerial
Crossing
Const.
20 lf
(0.005 ac.)

NWP 18
4b
Sewer Aerial
Crossing
Const.
20 lf
(0.006 ac.)

NWP 18
Total 255 lf
(0.017 ac.)
106 lf
(0.009 ac.)
100 lf
(0.012 ac.)
78 lf
(0.004 ac)
508
credits

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

Sincerely,
Timmons Group

Kate Hefner, WPIT, ISA-CA
Environmental Scientist II
Amanda Johnson, PWS
Senior Environmental Scientist

Enclosures
1. Overall Site Plan
2. Updated Impact Maps
3. Updated Mitigation SOA
PID 16719105
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SHORT HILLS DRIVE
50' PUBLIC R/W
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UNDISTURBED TREE
SAVE AREA (106,773 SF)
LOD
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C-200
C-203
C-202
NA
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8
3
0
SCALE 1"=80'
160'80'
OVERALL SITE PLAN
1.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO CONSTRUCTION.
2.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE
PUBLIC.
3.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND CITY OF CHARLOTTE
SPECIFICATIONS.
4.SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
61
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C-200 FOR SHEET INDEXING
ONLY. SEE SHEETS C-202 &
C-203 FOR PLAN DETAILS.
SEE SHEET C-201 FOR ZONING
CODE SUMMARY, OPEN SPACE
CALCULATIONS, TREE SAVE
CALCULATIONS, WATERSHED
CALCULATIONS, PARKING
CALCULATIONS, AND SITE
PLAN NOTES.
PROPOSED PUBLIC STREETS
TO BE MAINTAINED BY THE
CITY OF CHARLOTTE.
LEGEND
LOT LINE
2'-6" CURB & GUTTER
1'-6" CURB & GUTTER
SIDEWALK
HEAVY DUTY
PAVEMENT
STOP SIGN
STREET SIGN
DUKE ENERGY LIGHT
UNDISTURBED
TREE SAVE
VICINITY MAP
1" = 400'
ENVIRONMENTAL IMPACTS
MECKLENBURG COUNTY, NORTH CAROLINA
FAIRHAVEN GLEN APARTMENTS
D
O
V
E
R
D
A
L
E

L
A
N
E
DEANNA LANE
SITE DATA TABLE:
TOTAL TRACT AREA: 17.95 ACRES
TOTAL TRACT WETLANDS: 0.04 ACRES
TOTAL TRACT STREAMS: 0.27 ACRES
PROPOSED TRACT IMPERVIOUS AREA: 4.07 ACRES (22.7%) (177,289 SF)
TOTAL NUMBER OF APARTMENTS: 140
NOTES:
1.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM TIMMONS GROUP.
BOUNDARY AND TOPOGRAPHIC SURVEY, DATED OCTOBER 24, 2022 .
2.SOIL INFORMATION TAKEN FROM SUBSURFACE EXPLORATION & GEOTECHNICAL
EVALUATION REPORT BY MR RICHARDS ENGINEERING, PLLC DATED MARCH 25,
2023.
3.ENVIRONMENTAL DELINEATION BY TIMMONS GROUP, DATED APRIL 28, 2021 AND
JULY 19, 2022.
4.THE SUBJECT PROPERTY IS PRIMARILY LOCATED IN ZONE X WITH A PORTION
LOCATED IN ZONE AE. REFER TO SHEET CWI 1.0 FOR ZONE LOCATION ON SUBJECT
PROPERTY. THIS WAS DETERMINED IN ACCORDANCE WITH FIRM MAP NUMBERS
3710453100K WITH AN EFFECTIVE DATE OF SEPTEMBER 2, 2015.
CWI 0.0
CO
V
E
R
AS SHOWN
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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SHEET LIST
CWI 0.0 COVER
CWI 1.0 OVERALL EXISTING CONDITIONS
CWI 2.0 OVERALL IMPACT MAP
CWI 2.01 IMPACT MAP - DETAIL VIEW
CWI 2.1 ENVIRONMENTAL IMPACT PROFILES
CWI 2.2 ENVIRONMENTAL IMPACT PROFILES
CWI 2.3 ENVIRONMENTAL IMPACT PROFILES
CWI 2.4 ENVIRONMENTAL IMPACT PROFILES
CWI 2.5 ENVIRONMENTAL IMPACT PROFILES
CWI 2.6 ENVIRONMENTAL IMPACT PROFILES
CWI 3.0 NOTES & DETAILS
SITE
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R-4/SINGLE FAMILY
PID 16921419
CD BOYD &
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LOT 10, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921501
DEBRA EILEEN WILSON &
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LOT 22, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921522
JOSHY P THOMAS
LOT 1, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921224
ERNEST S LYTES &
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DB 14684 PG 479
67,732 SF OR 1.555 AC.
PID 16921223
YORKMONT LAND L E S LLC
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714,109 SF OR 16.394 AC.
NA
T
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EXISTING PERENNIAL STREAM CHANNEL
EXISTING WETLANDEXISTING INTERMITTENT STREAM CHANNEL
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PROPERTY BOUNDARY
PID 16921228
ALICE FRAYLON
DB 13147 PG 890 PID 16925106
VICTORY CHRISTIAN
CENTER INCORPORATED
DB 25917 PG 5
PID 16921211
ANGELA C MILLER
&
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NISSA VONGPHAKDY &
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LOT 11, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921419
CD BOYD &
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LOT 10, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921501
DEBRA EILEEN WILSON &
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LOT 22, MB 11 PG 263
R-4/SINGLE FAMILY
PID 16921522
JOSHY P THOMAS
LOT 1, MB 11 PG 263
R-4/SINGLE FAMILY
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YORKMONT LAND L E S LLC
DB 21664 PG 696
714,109 SF OR 16.394 AC.
PID 16921224
ERNEST S LYTES &
EDWINA M LYTES
DB 14684 PG 479
67,732 SF OR 1.555 AC.
PROPERTY BOUNDARY
PROPERTY BOUNDARY
EXISTING WETLANDS
(NO IMPACT)
PROPOSED SCM
OUTLET (DIRECT TO
WETLANDS)
CWI-2.01
TEMP. IMPACT 1b
CWI-2.01
PERM. IMPACT 1d
(REFER TO SHEETS CWI 2.02 & 2.03)
CWI-2.01
PERM. IMPACT 2a
CWI-2.01
PERM. IMPACT 3b CWI-2.01
PERM. NO-LOSS IMPACT 3c
CWI-2.01
PERM. NO-LOSS IMPACT 2b
CWI-2.01
PERM. NO-LOSS IMPACT 1h
CWI-2.01
TEMP. IMPACT 3a
SHEET 2.01
SHEET 2.6
SHEET 2.6
PROPOSED SCM
PROPOSED SCM
CWI-2.01
PERM. NO-LOSS IMPACT 1a
PROPOSED SCM
OUTLET (DIRECT TO
WETLANDS)
CWI-2.6
TEMP. IMPACT 4
CWI-2.01
TEMP. IMPACT 1f
CWI-2.01
PERM. IMPACT 1g
08
/
0
3
/
2
0
2
3
CWI-2.01
INDIRECT LOSS 1c
CWI-2.01
INDIRECT LOSS 1e
INDIRECT LOSS - GREEN
& NELFO GONZA
L
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LOT 1, MB

1
1

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.
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8
'
INV.=
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7
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(REFER TO SHEETS CWI 2.1 & 2.2
FOR STREAM ALIGNMENT AND
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PERMANENT NO-LOSS STREAM IMPACT 1h
FOR RIP RAP APRON
24 LF 80 SFTEMPORARY STREAM IMPACT 1b
10' WALL CONSTRUCTION BUFFER
20 LF 40 SF
CULVERT 2
54" RCP
CULVERT 1
54" RCP
CAST-IN-PLACE
RETAINING WALL
PERMANENT NO-LOSS STREAM IMPACT 3c
FOR RIP RAP APRON
24 LF 78 SF
PERMANENT STREAM IMPACT 2a
FOR ROAD FILL
46 LF 182 SF
PERMANENT STREAM IMPACT 3b
FOR ROAD FILL
81 LF 320 SF
TEMPORARY STREAM IMPACT 3a
10' WALL CONSTRUCTION BUFFER
10 LF 36 SF
PERMANENT NO-LOSS STREAM IMPACT 2b
FOR RIP RAP APRON
20 LF 82 SF
CULVERT 3
48" RCP
PROPOSED BYPASS STORM LINE
STORM SEWER TO OUTFALL AT HEAD OF
EXISTING INTERMITTENT STREAM CHANNEL
IN ORDER TO AVOID INDIRECT STREAM LOSSES PERMANENT STREAM IMPACT 1g
FOR ROAD FILL
111 LF 222 SF
TEMPORARY STREAM IMPACT 1f
10' WALL CONSTRUCTION BUFFER
55 LF 111 SF
PERMANENT NO-LOSS STREAM IMPACT 1a
FOR RIP RAP APRON 12 LF 24 SF
INDIRECT LOSS STREAM IMPACT 1c
FOR RIP RAP APRON 20 LF 40 SF
INDIRECT LOSS STREAM IMPACT 1e
FOR RIP RAP APRON 58 LF 116 SF
CWI 2.01
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P
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CHECKED BY
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LEGEND
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12/05/2022
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EXISTING
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PROPOSED GRADE
PROPOSED
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63
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.
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7
PROPOSED RETAINING
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PROPOSED RETAINING
WALL, TYP.
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STA 0+50.00
625
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12/05/2022
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1' EMBED.
CWI 2.3
EN
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12/05/2022
FA
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J.DOLAN
J.DOLAN
J.DOLAN
S:
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CH
A
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L
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O
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SCALE 1"=50'
100'50'0
PROPOSED GRADE
PROPOSED GRADE
PROPOSED
15" RCP STORM
PROPOSED
15" RCP STORM
PROPOSED 6" PVC
WATER LINE
PROPOSED 6" PVC
WATER LINE
51.12' OF
54" RCP @ 2.28%
89.16' OF
54" RCP @ 5.70%
EXISTING GRADEEXISTING GRADE
CULVERT 1 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROPOSED
CAST-IN-PLACE
RETAINING WALL
EXISTING GRADE
PROPOSED CAST-IN-PLACE
RETAINING WALL
PROPOSED GRADE
PROP. RIP
RAP APRON
PROP. RIP
RAP APRON
PROP. RIP
RAP APRON
PROPOSED 8" PVC
SEWER LINE
PROPOSED
15" RCP STORM
CULVERT 3 PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
60.97' OF
48" RCP @ 4.55%
14.27' OF
48" RCP @ 4.99%
89.16 LF OF 54" RCP 51.12 LF OF 54" RCP
60.97 LF OF 48" RCP
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
64
8
.
9
7
63
8
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3
8
62
8
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6
62
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0
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620
625
630
635
640
645
650
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620
625
630
635
640
645
650
655
62
3
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6
62
4
.
3
64
9
.
1
2
64
7
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4
3
-0+25 0+00 0+75
615
620
625
630
635
640
645
650
655
615
620
625
630
635
640
645
650
655
62
6
.
9
62
1
.
7
64
9
.
1
2
64
9
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4
1
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
660
63
3
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2
62
7
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5
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9
0
64
9
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CWI 2.4
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P
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S
AS SHOWN
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
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12/05/2022
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J.DOLAN
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J.DOLAN
S:
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SCALE 1"=50'
100'50'0
CULVERT 1 W PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'CULVERT 1 E PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 W PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
CULVERT 2 E PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROP. 54" RCP
CULVERT
PROP. 54"
RCP CULVERT
PROP. 54"
RCP CULVERT
PROP. 54"
RCP CULVERT
PROPOSED GRADE
(TOP OF WALL)
EXISTING GRADE EXISTING GRADE EXISTING GRADE
EXISTING GRADE
PROPOSED GRADE
(TOP OF WALL)
PROPOSED GRADE
(TOP OF WALL)PROPOSED GRADE
(TOP OF WALL)
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
63
7
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6
63
2
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5
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1
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6
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CWI 2.5
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T

P
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AS SHOWN
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
RE
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12/05/2022
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J.DOLAN
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J.DOLAN
S:
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4
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CULVERT 3 N PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
PROPOSED
CAST-IN-PLACE
RETAINING WALL
PROP. 48" RCP CULVERT
EXISTING GRADE
PROPOSED GRADE
(TOP OF WALL)
SCALE 1"=50'
100'50'0
600
605
610
615
620
625
600
605
610
615
620
625
60
8
.
1
61
7
.
5
-0+50 0+00 1+00 1+50
2' MIN.
MH-6 (5' DIAMETER)
TOP 610.12
INV IN 603.46 (SW)
INV OUT 603.26 (N)
DEPTH 6.88'
MH-5
TOP 621.03
INV IN 601.78 (S)
INV OUT 601.58 (NE)
DEPTH 19.48'
0+60.14
0+00
0+50
S
S
S
20'
SEWER ESMT
X
X
X
60
5
60
0
60
9
SA
N
SA
N
SA
N
1+28.6
8
0+00
0+50
1+00
S
S
20' SEWER ESMT
X
X
582
585
590
595
600
605
582
585
590
595
600
605
60
0
.
1
59
6
.
8
59
7
.
3
-0+50 0+00 1+00 2+00
MH-1 (DOGHOUSE
MANHOLE
W/ OUTSIDE DROP)
TOP 601.03
INV IN 595.45 (SW)
INV IN 591.55
INV OUT 591.55
DEPTH 10.31'
5'
5'
4'
MIN.
MH-2
TOP 602.11
INV IN 596.43 (SW)
INV OUT 596.23 (NE)
DEPTH 5.89'
CWI 2.6
EN
V
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P
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AS SHOWN
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
RE
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G
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12/05/2022
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A
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C
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N
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C
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47655
J.DOLAN
J.DOLAN
J.DOLAN
S:
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4
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6
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5

F
a
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SEWER BORING PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
SCALE 1"=50'
100'50'0
AERIAL CREEK CROSSING PROFILE
HORIZ SCALE:1"=50'
VERT SCALE 1"=5'
NAD 83
NA
D

8
3
16" STEEL CASING PIPE
TEMPORARY BORE PIT
TEMPORARY RECEIVING PIT
EXISTING GRADE
STORMWATER
BMP
TEMP. BORE
PIT
TEMP.
RECEIVING
PIT
EXISTING
INTERMITTENT
STREAM
EXISTING
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PROP. CONC. PIER
8" HIGH STRENGTH
STEEL PIPE PER CW STD.
PROP. CONC. PIER
EXISTING TOB
MH-1A
TEMPORARY STREAM IMPACT 4a
AERIAL CROSSING PIER CONSTRUCTION
20 LF 224 SF
PROP. RIP RAP
FOR BANK STABILIZATION
DIP TO STEEL
PIPE COUPLING
DIP PIPE
PERMANENT (NO-LOSS) STREAM IMPACT 4b
BANK STABILZATION
20 LF 240 SF
NO
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TEMPORARY PUMP AROUND
AS SHOWN
Contractor will follow the following construction sequence:    
·Contractor shall notify the Mecklenburg County Department of Public
Utilities 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 Mecklenburg County Department of Public Utilities specifications.
·Contractor shall restore channel and seed and stabilize any disturbance
with native species within 24-hours of start of work.
JOB NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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TEMPORARY SEEDING SCHEDULES
TABLE 6.10a
WINTER AND EARLY SPRING
TABLE 6.10b
SUMMER
TABLE 6.10c
FALL
PERMANENT SEEDING SCHEDULESNTS NTS

Wildlands Holdings VI, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Catawba Stream Credits Statement of Availability

August 8, 2023

Fairhaven Glen LLC
Attn: Jonathan Nesburg
7447 University Avenue, Suite 210
Middleton, WI 53562

RE: Availability of Stream Credits for the “Fairhaven Glen Apartments” project
Bank Name: Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double
Rock Mitigation Site
Bank Sites: Firestone Mitigation Site / Double Rock Mitigation Site
Bank Sponsor: Wildlands Holdings VI, LLC
USACE Action ID No.: SAW-2020-01534/ SAW-2020-01532
Permittee: Fairhaven Glen LLC
Stream Credits Needed: 508 LF
Stream Credits Available: 401 LF
Future Stream Credit Release: 1,354 LF (Aug/Sept. 2023)
Catawba 03050101 River Basin

Dear Mr. Nesburg,
Wildlands Holdings VI, LLC, owned and operated by Wildlands Engineering, Inc., currently has sufficient stream
credits from the Wildlands Catawba 01 Umbrella Mitigation Bank: Firestone Mitigation Site and Double Rock
Mitigation Site to partially satisfy the stream mitigation requirements related to the above-mentioned project.
The project is located within the Catawba River Basin of the service area (HUC 03050101) of the Bank. Please
note that we are expecting additional stream credits to be released in August/September of 2023.
This letter is simply a statement of availability of credits as of the date written. It is neither a guarantee of
future credit availability, nor a guarantee of credit pricing. Credits are sold on a first come, first serve basis at
the Bank’s price at the time an invoice is requested. Invoices reserve both the credits and the price for a period
of 30 days. Credits and associated pricing may be reserved for up to 6 months with a signed reservation
agreement and a 10% deposit.
Final transfer of the credits will be made upon receipt of a copy of the US Army Corps of Engineers
Compensatory Mitigation Responsibility Transfer Form approving the Stream and/or wetland mitigation
purchase from the Bank and upon receipt of your payment to Wildlands Holdings VI, LLC.

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at (704) 332-
7754 x114 or [e-mail] if you have any questions or need any additional information.

Wildlands Holdings VI, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203
Sincerely,

Camden M. Brunick
Wildlands Engineering, Inc.
Mitigation Credit Sales
[e-mail]
O: [phone] ext. 114
M: [phone]

Cc: Ms. Meagan Jolly, Regulatory Agent | USACE

August 10, 2023
Jonathan Nesburg
Fairhaven Glen LLC
7447 University Avenue, Suite 210
Middleton, WI 53562 Expiration of Acceptance: 2/10/2024
Project: Fairhaven Glen County: Mecklenburg
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant’s responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location
(8-digit HUC) Impact Type Impact Quantity
Catawba 03050103 Warm Stream 107
*DMS proposes to utilize the Catawba 03 Expanded Service Area to meet the mitigation requirement.
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
FOR James. B Stanfill
Deputy Director
cc: Kate Hefner, agent