HomeMy WebLinkAbout20201814 Ver 1_More Info Received_20210223Strickland, Bev
From:
Brandon Fulton, LSS, PSC, PWS <BFulton@ecslimited.com>
Sent:
Tuesday, February 23, 2021 4:32 PM
To:
Johnson, Alan; Perez, Douglas J
Subject:
[External] RE: Smith farm 20-01813
Attachments:
DWR 20-1813 and DWR 20-1814 Response to 2nd RFI_Feb 23 2021.pdf; 2018
Residential site plan_EX3.pdf, 20210222170216_EX4.pdf, Age restricted - MSSP2_
11X17_EX2.pdf, Prosperity Church Initial Sketch_EX1.pdf
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Good afternoon Alan and Doug, hope the week is going well. I've attempted to place the questions below in a
question/response document for you. Hopefully its tied together well enough to make sense. Also attached are
exhibits/sketches to go along with the questions/responses. The exhibits are referred to in the document with _EX1
through _EX4. Please let me know if you have any further questions, or need any additional detail. Thanks guys.
BRANDON FULTON, LSS, PSC, PWS I Natural Resources Manager, Principal
ECS SOUTHEAST, LLP I T 704.525.5152 1 D 704.409.7744 1 C 704.968.5704
www.ecslimited.com
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From: Johnson, Alan <alan.johnson@ncdenr.gov>
Sent: Thursday, February 18, 2021 1:45 PM
To: Brandon Fulton, LSS, PSC, PWS <BFulton@ecslimited.com>
Cc: Perez, Douglas J <doug.perez@ncdenr.gov>
Subject: Smith farm 20-01813
Brandon hope this helps. Power went out before I finished and just came back on!
1) Previous layout?
2) This is related to rearranging the building layout. Sliding the big box and then adjusting
the other two and parking and possibly entrance/access. Just point to various areas
1
PROSPERITY CHUR
3) Storm water from road and BMP (shown on map below). Is it connected and integrated
with the new development system and treated with the bmp at the bottom
z
4) BMP and SW inlet referring to above,,,, that feed the wetland and stream. This tied into
the system or is there bypass
DivkJon of Water Re%ourcc%
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: (704) 235-2200 Fax: (704) 663-6040
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 unless the content is exempt by statute or other regulation.
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ECS SOUTHEAST, LLP { "Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Engineering Firm F-1078
NC Registered Geologists Firm C-406
SC Registered Engineering Firm 3239
February 23, 2021
Mr. Doug Perez/Mr. Alan Johnson
NC Division of Water Resources
Mooresville Office
610 East Center Ave. Suite 301
Mooresville, NC 28115
Reference: Request for Information
DWR 20-1813 and DWR 20-1814
Prosperity Church Road
Charlotte, Mecklenburg County, North Carolina
ECS Project No.: 49: 10845
Dear Mr. Perez and Mr. Johnson,
On behalf of WSB Retail Partners, LLC (WSB), ECS Southeast, LLP (ECS) is submitting this
response to your information requests as discussed during our Microsoft Teams Meeting and
subsequent email on February 18, 2021.
DWR Question
Previous layout?
Response
Attached are two of the site plans/sketches generated prior to reworking the layouts to avoid
and minimize the stream impact. The age restricted (Senior) development was completely
removed. The townhome development was significantly reduced. Also attached is the 2018
rezoning plan, where residential was planned on both sides of the road, completely filling the
stream and wetland feature (See EX1, EX2, and EX3).
DWR Question
This is related to rearranging the building layout. Sliding the big box and then adjusting the
other two and parking and possibly entrance/access. Just point to various areas.
Response
The building shift in question from DWR would not meet the building code for parking ratios to
be in areas that would service the buildings referenced by DWR. Additionally, in order to meet
NCDOT/CDOT standards for road grades, the road area in that section of the site must be filled
in/raised to meet grade requirements and connectivity. Since the road elevation must be
brought up, the land on that side of the road must be brought up as well, which restricts
parking and building area to the current plan.
ECS Capitol Services, PLLC • ECS Florida, LLC • ECS Mid -Atlantic, LLC • ECS Midwest, LLC • ECS Southeast, LLP • ECS Texas, LLP
www.ecslimited.com
DWR Question
Storm water from road and BMP (shown on map below). Is it connected and integrated with
the new development system and treated with the bmp at the bottom?
Response
Yes, the current plan is to route the offsite drainage through the proposed ponds. The design
of the outlet of the pipe will be as upstream as possible as restricted by topography (See EX4)
DWR Question
BMP and SW inlet referring to above that feed the wetland and stream. This tied into the
system or is there bypass?
Response
The civil plans are still in preliminary stages. As the topo allows, we will have the southern BMP
outflow closer to the road to assist in the continued hydrology of the stream. Since the
stormwater system will be treating all of the water coming out of the BMP, the stream's water
quality should be better than the current conditions (See EX 4).
Conclusion
ECS looks forward to your attention to this request. Please contact Ron Johnson at (704) 995-
3963/rgoohnson@ecslimited.com or Brandon Fulton at (704) 409-7744/
bfulton@ecslimited.com with questions or if additional information is required.
Sincerely,
Ron Johnson, PWS
Environmental Senior Project Manager
rgjohnson@ecslimited.com
704.525.5152
Attachments: Exhibits (_EX1-4)
W. Brandon Fulton, LSS, PSC, PWS
Environmental Principal
bfulton@ecslimited.com
704.409.7744
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