20211077 Ver 1_More Info Received_20210809

Moore, Andrew W
From:
Jon Swaim<[e-mail]>
Sent:
Monday, August 9, 2021 1:19 PM
To:
Moore, Andrew W
Cc:
Amanda Fuemmeler; Leslie, Andrea J
Subject:
[External] RE: Request for Additional Information, 20 South Bear Creek, Buncombe
County (DWR Project #20211077)
Attachments:
Sheet C308 - Wetland 6 Impact.pdf, Counter Sink Detail.pdf
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Andrew, See answers to your questions in red below. Thanks,
iliShEiping
Communities
�gmuni[ies
Together
Jon Swaim
Project Manager
McGill Associates, P.A.
1240 19th Street Lane NW, Hickory, NC 28601
T 828.328.2024
C 828.434.0951
[e-mail]
mcgillassociates.com
From: Moore, Andrew W <[e-mail]>
Sent: Wednesday, July 28, 2021 11:53 AM
To: Jon Swaim <[e-mail]>
Cc: Amanda Fuemmeler <[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: Request for Additional Information, 20 South Bear Creek, Buncombe County (DWR Project #20211077)
Jon,
On July 7, 2021, the Division of Water Resources (Division) received your application requesting a 401 Water Quality
Certification from the Division for the subject project. The Division has determined that your application is incomplete
and cannot be processed. The application is on -hold until the following information is received:
The Pre -Construction Notification (PCN) lists the applicant as CCP-SH Crossroads Manager, LLC. Title 15A of the
North Carolina Administrative Code (NCAC) 02H .0502(a)(3) requires an applicant that is a corporation be
registered with the NC Secretary of State's Office. I was unable to find the applicant in a search conducted on
the NC Secretary of State's website. Please provide documentation that the applicant is a registered corporation
with the NC Secretary of State. [15A NCAC 02H .0502(e)]. The corporation has changed since the beginning of
the project. Updated info:
Crossroads Community, LLC

330 Franklin Road, Suite 135A-591
Brentwood, TN 37027
2. Please provide a culvert cross section detail showing the provisions for aquatic life passage/culvert burial that
demonstrates the culvert will meet condition 11.11. of 401 General Water Quality Certification 4135. [15A NCAC
02H .0506 (b)(2) and (3)]. See attached.
3. It appears there is adequate room to re -align the entrance road to the north and avoid wetland impact W7.
Please re -align the road to avoid this impact or clearly explain why the road cannot be re -aligned. [15A NCAC
02H .0506(b)(1)]. The proposed limits of disturbance cannot be moved further north due to easement
limititation. Crossroads Community negotiated an easement with Crossroads Church for the proposed access
road. The Church was not willing to allow for more area than what is shown on the plans.
4. The nature and/or purpose of proposed impact W6 is not clear from the PCN or associated site plans. Please
explain why and how W6 will be impacted. [15A NCAC 02H .0506(b)(1)]. See attached Sheet C308. An access
road connecting S Bear Creek Road to the existing church parking lot is proposed. Impacts are associated with a
proposed culvert which will extend approximately 18LF into W6. Culvert will be adequately buried to allow for
aquatic life passage.
5. Are any utility (e.g. water, sewer, electric) impacts required for the project? [15A NCAC 02H .0502(6)]. No
anticipated utility impacts to jurisdictional waters outside of proposed roadway.
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. Please provide your response by August 27, 2021. If all of the requested
information is not received, the Division will be unable to approve the application and it will be denied as incomplete.
The denial of this project will necessitate reapplication to the Division for approval, including a complete application and
the appropriate fee.
Feel free to contact me if you have any questions.
Andrew W. Moore, PG
Environmental Specialist II —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4684 office
email: And rew.W.Moore(a)ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

EXISTING GRADE FINAL GRADE
BANK FULL
\ /
ELEVATION -- CULVERT/PIPE
BELOW ELEVATION STREAMBED
OF STREAM BED 7 MATERIAL
(SEE NOTES FOR REQUIRED DEPTH)
Notes:
Culverts greater than 48 inches in diameter will be buried at least one foot below the bed of the stream. Culverts 48
inches in diameter or less shall be buried 20% of the culvert diameter to allow for low flow passage of water and aquatic
life.
The bottom of the culvert must be placed at a depth below the natural stream bottom to provide for passage during
drought or low flow conditions.
CULVERT - COUNTER SINK TYPICAL
NOT TO SCALE

I
NOTES I r
I
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE I
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS. w0�
2. SOME PORTION OF THIS PROJECT LIES WITHIN THE 100-YR FEMA •�
FLOODPLAIN. / ■ V I
3. SOIL TYPE: IoA, UhE, EwD, CsD, BkD2, BkC2, EvD2, Ew, EwE, TsA. I ■ I \
4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL �■ ■
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT ■ I■ \
828-771-4755, OR EMAIL AT INSPECTIONSOCDCGO.COM.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING ■ I■
OR REDOING WORK ■
5. RETAINING WALLS: �I ■
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL _ — v I■ FLOODWAY (TYP) \
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR I ■ \\ \
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR �■ ■ �\ \
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM � 2010 , \
PIPE PENETRATIONS PER PLANS. ■ \\ \
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF / II I �— ■ , ; ; \ \\
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP I I/ ■ Og 2010
OF WALL. � I p , v � _ 20 \ \ \
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE 01I \, ■ I \
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING ' 1 \ ■ \ \
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE ILL—
I �I
LOCATION OF FENCING/BARRIERS. ; — i ■
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW i I ■ I ---- \
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE V ■ \■ I \
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER. I _ ` ■ \ I \
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING I / ��� M \ I ■ ■ \ \ \\
RETAINING WALLS IN ACCORDANCE WITH ALL WALL I
MANUFACTURERS STANDARDS AND SPECIFICATIONS. �� �■ 1
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO / III �I ■ I �\ \
BUNCOMBE COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND I //� I ■ ;� \ EXISTING 2' CONTOURS (TYP)
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL I �� I \ ■ I �� \ \
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL I \ I \ \ \
I /I I■ v \\ FLOODPLAIN (TYP)
- _ \
CONTRACTOR TO MAINTAIN SILT .
2� \ \ \ \ \ \ FENCE (TYP) (SEE DETAIL)
■ -- V A\ \\ \ \ \ CONTRACTOR
STREAM BYP
CONTRACTOR TO MAINTAIN 50'x50 x12 CONSTRUCTION ■ I \ \ \ \ \ \ \ \ OF STORM D
ENTRANCE (TYP) (SEE DETAIL D3.02) (CONSTRUCTION O �■ \ \ \
ENTRANCE TO BE MAINTAINED AND ADDITIONAL STONE \ \ \ \ \
ADDED ON REGULAR BASIS AS NEEDED) �_ I ■J
A \ \ \ \
r LATITUDE: 35.562167 ��1 I \ \ \ \ \ \ \ i r
LONGITUDE:-82.607769 ^ ■ I , \\ \ \ \ \ I�, S
■ A 7-- A \ \\ \ Y3
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A
A
I 1
k I k■ CONTRACTOR TO MAINTAIN PREVIOUSLY
V ■ INSTALLED CHECK DAM (TYP) (SEE DETAIL)
■ CONTRACTOR TO MAINTAIN
\ ■ PERMANENT DIVERSION DITCH
I ■ A v \ \ \$
I B' W/ C1256N LINER DIRECTING C1
- FLOW INTO SKIMMER SEDIMENT
\\ �I BASIN 'A' (TYP) (SEE DETAIL) A\o ♦,
- I
\ CONTRACTOR TO MAINTAIN PERMANENT
\ DIVERSION DITCH 'A' (BYPASS -DIRECTING
-- FLOW TOWARDS EXISTING WETLAND)
i
EXISTING STREAM/WETLAND
CONTRACTOR TO MAINTAIN TEMPORARY
RIP RAP APRON 'B' (SEE DETAIL)
CONTRACTOR TO MAINTAIN TEMPORARY SKIMMER
SEDIMENT BASIN 'A' (CONTRACTOR SHALL CONVERT
TO BIO-RETENTION CELL A ONCE SITE IS STABILIZED
AND APPROVED BY NCDEQ & BUNCOMBE COUNTY)
PROPOSED INLET PROTECTION
(TYP) (SEE DETAIL)
EXISTING WETLANDS
TO REMAIN
SF YO r
I
Co I
♦
SIDE SLOPE: 2:1 / I '�
BOTTOM WIDTH: 1' MIN / � ■
a*
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DEPTH:
1MIN /
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AVG SLOPE:
2% MIN
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�� mllr�f two
CHANNEL LINER:
C125BN
I
(SEE DETAIL)
\' A
PROPOSED LIMITS OF
DISTURBANCE (TYP),
CONTRACTOR TO MAINTAIN 18"
A \
A
HDPE PIPE (TYP) (SEE DETAIL)
CONTRACTOR TO MAINTAIN
TEMPORARY RIP RAP
I X V \
APRON 'A' (SEE DETAIL)
2010
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DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
m
BEAR
VICINITY MAP
(NOT TO SCALE)
CROSSROADS COMMUNITY VENTURE, LLC
330 FRANKLIN ROAD
BRENTWOOD, TN 37027
SEAN MCGUIRE
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
WARREN SUGG, P.E.
[phone]
ED HOLMES & ASSOCIATES, P.A.
300 RIDGEFIELD COURT, SUITE 301
ASHEVILLE, NC 28806
JOSHUA E. HOLMES
[phone]
PIN:
9627-89-6780
ADDRESS:
20 S. BEAR CREEK ROAD
DEED BOOK/PAGE:
5453/963
SITE ACREAGE:
55.40 ACRES
ZONING:
PS - PUBLIC SERVICE
SETBACKS:
FRONT:
20'
SIDES:
10'
REAR:
20'
DISTURBED AREA:
35.74 AC
PROPOSED UNITS:
660 MULTI -FAMILY RESIDENTIAL UNITS
DENSITY SUMMARY:
ALLOWED:
12.0 UNITS/ACRE
PROPOSED:
11.9 UNITS/ACRE = 660 UNITS
EXISTING USE:
RESIDENTIAL/VACANT
PROPOSED USE:
MULTI -FAMILY RESIDENTIAL
PARKING CALCULATIONS:
1.75:1 MULTI -FAMILY RESIDENTIAL
1.10:1 SENIOR HOUSING RESIDENTIAL
PROJECT AREA IMPERVIOUS CALCULATIONS:
IMPERVIOUS PERVIOUS
PRE -DEVELOPMENT:
0.00 ACRES (0%) 35.74 ACRES (100%)
POST -DEVELOPMENT:
1.25 ACRES (3.5%) 34.49 ACRES (96.5%)
ROUGH GRADING & EROSION CONTROL LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
CONSTRUCTION FENCE
SKIMMER & CONTROL STRUCTURE
TEMPORARY PIPE
EXISTING CONTOURS
PROPOSED CONTOURS
TEMPORARY DIVERSION DITCH
PERMANENT DIVERSION DITCH
CHECK DAM
STRAW WATTLE
STONE INLET PROTECTION
SF SF
CF
PD PD ----MI PD
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Know what's below.
Call before you dig. NORTH
PHASE II ROUGH GRADING &
EROSION CONTROL PLAN
GRAPHIC SCALE
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( IN FEET )
1 inch = 40 ft.
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DRAWN BY:
CDC
CDC PROJECT NO.:
11925
BC PERMIT NO.
N/A
SHEET