20190834 Ver 1_UPDATED Site_20191105

Strickland, Bev
From:Heath Caldwell <[e-mail]>
Sent:Tuesday, November 5, 2019 3:35 PM
To:Johnson, Alan
Cc:Len Rindner; Daniel Kuefler
Subject:Re: \[External\] Solis Chestnut - Matthews Weddington Road Site
Attachments:AJ_Comments.pdf
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Hey Alan-

Just tried to call- figured I try and relieve some of the confusion hopefully.

Sorry, didn't describe well at all in that last email. That permanent impact number I gave you (0.059
acres/2581SF) was the increase in the area of the permanent maintenance corridor through the buffer due to the
change in the alignment of the trail and sewer. I believe you and Len had discussions on this change. The
change in permanent wetland impact was only an additional 0.02acres/964SF due to the required roadway
connection now deemed necessary by Stallings (see callouts on the attached). Total permanent impact under the
new plan is only 0.114 acres to Wetland IA. The portion you permitted in the previous application was
0.092acres. They will be paying mitigation for this impact. Let me know if this straightens out the issue on this
question.

As for the swales- I believe we were to reseed that area with grass. What was your thinking on how the swales
encroached to the buffer?

On Tue, Nov 5, 2019 at 11:34 AM Johnson, Alan <[e-mail]> wrote:
Are these swells going to be replanted with woody vegetation. Or remain a grass swale. If
nothing else, I would encroach into the swale except for maybe the direct line of discharge?

Can you high lite the old impact and then just overlay in a different color the new
impact. 0.06 is approx. 2600 sq ft. of new impact. Is all this under the allowable, or
allowable with mitigation. A lot of things going on.

Thank

1

From: Heath Caldwell \[mailto:[e-mail]\]
Sent: Monday, November 4, 2019 4:46 PM
To: Johnson, Alan <[e-mail]>
Cc: Len Rindner <[e-mail]>; Daniel Kuefler <[e-mail]>
Subject: Re: \[External\] Solis Chestnut - Matthews Weddington Road Site

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Hey Alan-

Attached are the proposed changes to the Solis Chestnut project (DWR# 19-0834). The observable changes to
the buffer are shown on Sheets 4 through 7. Total increase in permanent impacts from the previous submittal
are less than 0.06 acres. As shown in the plans, all temporary impacts within the buffer will be replanted at 260
stems/acre with the permanent maintenance easement to be reseeded with native stabilization mix. Please let
me know if you might need any additional information for your approval on this. Thanks-

Heath

On Mon, Oct 21, 2019 at 8:27 AM Johnson, Alan <[e-mail]> wrote:
I am good. If the change is “observable” looking at the plans, then just submit a revised plan,
highlighting the changes vs the old plan and I will just add to the file

From: Len Rindner \[mailto:[e-mail]\]
Sent: Sunday, October 20, 2019 10:50 AM
To: Johnson, Alan <[e-mail]>
Cc: Heath Caldwell <[e-mail]>; Daniel Kuefler <[e-mail]>
Subject: \[External\] Solis Chestnut - Matthews Weddington Road Site

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[e-mail]

2

Alan

There were required minor modifications to the plans that were submitted for the 401 WQC. There are no
changes to the impacts. Very minor changes were needed to the buffer disturbances (only about 2% of the
402,172 SF buffer area) to adapt/meet engineering needs; move the trail to an existing crossing (old breached
dam); and resolve a dispute with the adjacent neighborhood.

Let me know if you have any questions.

Thanks. Len

--
Len Rindner
Leonard S. Rindner, PLLC
Wetlands and Environmental Planning Group
www.wetlands-epg.com
[phone]

--

Heath Caldwell
Wetlands & Environmental Planning Group
Leonard S. Rindner, PLLC
www.wetlands-epg.com
704.999.5279
3

--

Heath Caldwell
Wetlands & Environmental Planning Group
Leonard S. Rindner, PLLC
www.wetlands-epg.com
704.999.5279
4

VICINITY MAP
SCALE: 1' = 5000'
WETLAND B �� / • •0 ®� ® �1
12,912 SQ FT (0.30 AC) • i^
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REVISIONS:
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OCTOBER 30, 2019
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SHEET 4
Copyright 9 2019 De ign Resource Group, PA This plan or drawing and any accompanying tlocuments or calculations are the property of Design Resource Group, PA'.. and are intentled solely for the use of the recipient notetl. No thiM party use or motlificalion Is permitted wilhou[ written authorization.

NOTES: — — —
1. TEMPORARY ACCESS CORRIDOR TO BE
REESTABLISHED WITH NATIVE SPECIES, WOODED
CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. — — — — — — --
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STABILIZATION MIX TO PREVENT EROSION.
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LANDSCAPE ARCHITECTURE
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NOTES:
1. TEMPORARY ACCESS CORRIDOR TO BE
REESTABLISHED WITH NATIVE SPECIES, WOODED
CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. /
PERMANENT MAINTENANCE EASEMENT TO BE
RESEEDED WITH NATIVE STABILIZATION MIX. /
2. 20' MIN. PERMANENT EASEMENT PER UNION COUNTY
PUBLIC WORKS REGULATIONS. /
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SEE SHEET 7 N°. �,
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TEMPORARY DISTURBANCE OF BUFFER AREA
3,629 SF (SEE NOTE 1 THIS SHEET) \ / / / I I Ilo
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±18' LONG PEDESTRIAN BRIDGE OVER
STREAM AND WETLANDS
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PERMANENT DISTURBANCE OF -
BUFFER
AREA I .,
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PERENNIAL
STREAM C — 1,093 LF�—� ,�T( �� 1 i 17 �� �nl /
/ 100' RIPARIAN BUFFER (TYP.)
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DESIGN
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REVISIONS:
SHEETIS

NOTES:
1. TEMPORARY ACCESS CORRIDOR TO BE
REESTABLISHED WITH NATIVE SPECIES, WOODED
CORRIDOR TO BE REPLANTED AT 260 STEMS/ACRE. i
PERMANENT MAINTENANCE EASEMENT TO BE
RESEEDED WITH NATIVE STABILIZATION MIX. �� /' l<</ %/ i� /
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2. DIRECT BORING - NO IMPACTS TO STREAM D. �X�
3. 20' MIN. PERMANENT EASEMENT PER UNION COUNTY ' ,' �% \Vi �;� / �/ DESIGN
PUBLIC WORKS REGULATIONS.
/i PERENNIAL STREAM C ,�� RESOURCE
�� / / /� �� t�'' 9- 1,093 LF I GROUP
35'X15'X9' DEEP BORE PIT SURVEYED TOP
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EXISTING SEWER \� \ ` / !
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/ OF BUFFER AREA 6060 SF
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I / SEWER EASEMENT � AREA, 100 SF TREE SAVE FENCE \ \\ \\\� \,�•'.;• •, � __ , `
/ \ SURVEYED TOP OF BANK \ \\ \`�\`� TEMPORARY DISTURBANCE OF IMPACT AREA 5
BUFFER AREA: 5,174 SF
— _— — — -_ PERENNIAL STREAM D.- \ �� �\�✓ / (SEE NOTE 1 THIS SHEET)
170 LF POSSIBLE FUTURE CONNECTION o ze so "
1 --� TO ADJACENT PROPERTY, BY O
SCALE: 1" = 50'
OTHERS IF NEEDED
PROJECT#: 432-015
\ DRAWNWSM
CHECKED
BY THH
OCTOBER 30, 2019
/ REVISIONS:
SHEET 7
Copyright 9 2019 Design Resource Group, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA'.. and are intended solely for the use of the recipient noted. No thiM party use or modification Is permitted without written authorization.

5/4"X8" CAP (TYP.)
5/4"X6" DECK BOARD
STAGGERED (TYP.)
2"X4" HORIZONTAL RAIL (TYP.)
2"X12" JOIST (TYP.)
2"X12" RIM JOIST (TYP.)
2"X8" BEAM, 2 PER POST TYP.
HURRICANE CLIP, BEAM TO JOIST CONNECTION TYP.
6"X6" POST SPACED 8' O.C. (TYP.)-
EXISTING GRADE (VARIES) —
POST ANCHOR BOLTED TO POST
ANCHOR IN CONCRETE FOOTING (TYP.)_
CONCRETE FOOTING (TYP.)
FOOTING DEPTH MAY EXTEND DEEPER TO ACCOMMODATE_
EXISTING SLOPE CONDITIONS, VERIFY DEPTH IN FIELD.
MINIMIZE STREAM BANK DISTURBANCE.
COMPACTED SUBGRADE (TYP.
MODULAR BLOCK
RETAINING WALL
TURN DOWN EDGE
q.p f17'-4'O.C.• OVER STREAM
(BRIDGE SECTION)
10' CLEAR MIN.
• z
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(TYP.)
10'-8" O.C.
BRIDGE, SECTION A -A
SCALE: 1" = 5'
5/4"X8" CAP (T'
5/4"X6" DECK BO,
STAGGERED (T'
2"X8" JOIST (T'
LAG BOLT (T'
2"X12" RIM JOIST (T'
2"X8" BEAM, 2 PER POST (T)
HURRICANE CLIP (T)
6"X6" POST SPACED 8' O.C. (T)
FINISHED GRADE (VARIES
POST ANCHOR BOLTED TO POS-
ANCHOR IN CONCRETE FOOTING (TYP.
CONCRETE FOOTING (TYP.
COMPACTED SUBGRADE (TYP.
111
ELEVATED TRAIL SECTION
12X12 JOIST, (TYP.
2X8 JOIST, TYP.
6X6 POST, TYP.lv [5/4 DECK BOARD, (TYP.)
PEDESTRIAN BRIDGE PLAN
ELEVATED WALKWAY, SECTION B-B
SCALE: V = 5'
d ra3
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
70
S43.0608
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PEDESTRIAN
BRIDGE DETAIL
PROJECT #: 432-015
DRAWNBY: WSM
CHECKED BY: THH
OCTOBER 30, 2019
REVISIONS:
SHEET 8
Copyright©2019 Design Resource Group, PA This plan or drawing antl any accompanying documents or calculations are the property of Design Resource Group,PA; antl are intend. solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.
ELEVATED WALKWAY, SECTION B-B
SCALE: V = 5'
d ra3
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
2459 Wilkinson Blvd, Ste 200 Charlotte, NC 28208
70
S43.0608
w .drgM,-.
PEDESTRIAN
BRIDGE DETAIL
PROJECT #: 432-015
DRAWNBY: WSM
CHECKED BY: THH
OCTOBER 30, 2019
REVISIONS:
SHEET 8
Copyright©2019 Design Resource Group, PA This plan or drawing antl any accompanying documents or calculations are the property of Design Resource Group,PA; antl are intend. solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.