20201795 Ver 1_USACE Permit_20210325

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2014-01178
County: Buncombe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: 9999 Hazel Mill Road, LLC / Attn: Charles Pond
Address: 2135 Dana Avenue, Suite 200
CincinnatiLOH 45207
Telephone Number: 513-563-7555
Location description: The site is located at the corner of Hazel Mill Road and Craven Street, in Asheville, NC.
Coordinates are: 35.588936 -82.573964.
Description of projects area and activity: This permit authorizes placement of fill and installation of culverts for multi-
family residential development. Impacts authorized are itemized below which total 0.099 acres of permanent wetland
fill, 0.04 acre of temporary wetland fill, and 91 linear feet of stream channel impacts. See attached Special Conditions
below.
Impact #
Type
Area/Length
Permit
W 1
Permanent Fill
0.006 ac
NWP 29
W2
Permanent Fill
0.093 ac
NWP 18
W3
Temporary Fill
0.02 ac
NWP 18
W4
Temporary Fill
0.02 ac
NWP 18
S 1
Culvert
741f
NWP 29
S2
Culvert
17 if
NWP 18
Special Conditions:
1. Per recommendations from the U.S. Fish and Wildlife Service, tree clearing for the site should be conducted
during winter months if practicable to avoid potential disturbances to gray bat (l yotis grisescens) migration
patterns.
2. In order to avoid potential indirect impacts to Appalachian elktoe (Alasmidonta raveneliana), the U.S. Fish
and Wildlife Service recommends when possible:
Measures to control sediment and erosion should be installed before any ground -disturbing activities
occur.
111 Disturbed areas should be revegetated with native vegetation as soon as the project is completed.
LI Ground disturbance should be limited to what will be stabilized quickly, preferably by the end of the
workday. At a minimum, disturbed areas should be stabilized within five working days or seven calendar
days, whichever is shorter.
Natural fiber matting (coir) should be used for erosion control as synthetic netting can trap animals and
persist in the environment beyond its intended purpose.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: 18 & 29
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions, above noted special conditions, and your submitted application and attached information dated
January 19, 2021 and March 11, 2021. Any violation of the attached conditions or deviation from your submitted plans
may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate
legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is
modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization
is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies
with all requirements of the modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is

suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide/regional permit, activities which have commenced (i.e., are under construction) or are under contract to commence
in reliance upon the nationwide/regional permit, will remain authorized provided the activity is completed within twelve months
of the date of the nationwide/regional permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act
(CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required
Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Amanda Jones at 828-271-7980, ext. 4225 or [e-mail].
Corps Regulatory Official:
Date: March 14, 2021
Amanda Jones
Expiration Date of Verification: March 18, 2022
CF: ClearWater Environmental Consultants, Attn: Clement Riddle (via email)

Action ID Number: SAW-2014-01178 County: Buncombe
Permittee: 9999 Hazel Mill Road, LLC / Attn: Charles Pond
Project Name: Multi -family residential / NWP 18 and NWP 29
Date Verification Issued: March 15, 2021
Project Manager: Amanda Jones
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: Amanda Jones
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

— OH
PROPOSED PERMANENT WETLAND AREA
OUTSIDE FLOOD ZONE IMPACT 1 (0.006 AC)
BRICK
HE, 'LL
PROPOSED STREAM IMPACT 1
(74 LF)
PROPOSED ±95 LF OF 30"
HDPE STREAM CULVERT (TYP)
PROPOSED PARKING LOT
(TYP)
PROPOSED RETAINING WALL
(±6' MAX HEIGHT)
EXISTING STREAM
(TYP)
30' STREAM BUFFER
(TYP)
LEGEND
PERMANENT WETLAND IMPACT
OUTSIDE FLOOD ZONE
PERMANENT WETLAND IMPACT
WITHIN FLOOD ZONE
TEMPORARY WETLAND IMPACT
UNDISTURBED WETLAND
ONur-
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EXISTING PROPERTY LINE
(TYP)
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PROPOSED RETAINING WALL
(±18' MAX HEIGHT)
o /
07 /
/
l
EXISTING WETLANDS TO
REMAIN UNDISTURBED (TYP)
PROPOSED STREAM
IMPACT 2 (17 LF)
PROPOSED ELEVATED
ADA WALKWAY
PROPOSED TEMPORARILY DISTURBED
WETLAND IMPACT 3 (0.01 AC)
PROPOSED TEMPORARILY DISTURBED
WETLAND IMPACT 4 (0.03 AC)
PROPOSED PERMANENTLY DISTURBED
WETLAND WITHIN FLOOD ZONE
IMPACT 2 (0.094 AC)
100-YR FLOOD ZONE
30
0
15
GRAPHIC SCALE
30
60
120
( IN FEET )
1 inch = 30 ft.
PROPOSED IMPACT BULLETIN FOR:
CRAVEN & HAZEL MILL MF
DATE: 01-14-2021
H
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zz
Know what's below.
Call before you dig.
NORTH CAROLINA FIRM NUMBER C-2849
.\(lvantage Civil Engineering, PA
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]

MANAGING THE WATERCOURSE:
GUf SE:
BYPASS PUMPING
ENERGY DISSIPATION —•,
IM1E33+fOUS DIKE
.4.
4
ciewAteRLnG IxvICE
NOTE
ENSURE TlENSURE TA ANCHOR ALL
PUMPS AND PII $SECURELY.
\—PRO4CT
DISCWk 1 t HOSE
SI.S011cN HOSE
TOP OF &kW
IIAPERVIGUS DL14E
WORI( AREA
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
AUGUST 1043
BMPs FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES
Know what's below.
CaII before you dig.
STREAM BYPASS DETAIL
SCALE: NOT TO SCALE
NORTH CAROLINA FIRM NUMBER C-2849
A(Iv ;11,iLc (;ivil ili iii i ing, NA
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]

HDPE CULVERT
STREAMBED MATERIAL
NOTE:
— ALL HDPE PIPE TO BE INSTALLED PER MANUFACTURES
STANDARDS AND SPECIFICATIONS. INCLUDING BUT NOT
LIMITED TO BACKFILL AROUND PIPE
— REFERENCE SECTION 4.2 IN NCDOT'S "BMP'S FOR
CONSTRUCTION AND MAINTENANCE ACTIVITIES" FOR
CULVERT INSTALLATION
EMBEDDED CULVERT DETAIL
NOT TO SCALE
Know what's below.
CaII before you dig.
EMBEDDED STREAM CULVERT DETAIL
SCALE: NOT TO SCALE
NORTH CAROLINA FIRM NUMBER C-2849
Acl�.inlaiL ( Civil Ell inccrin
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]

MANHOLE TOP FOR ACCESS
RIM: ±1981.46
30" HDPE STREAM CULVERT
PROPOSED
12"0 HDPE
OUTLET PIPE
TO WETLAND
5.0'
5.0'
STREAM FLOW SPLITTER BOX 'A2' DETAIL
NOT TO SCALE
±5 00'
30" HDPE STREAM CULVERT
STREAM FLOW SPLITTER BOX 'A2' DETAIL:
CRAVEN & HAZELMILL MF
Know what's below.
Call before you dig.
DATE: 03-11-21
NORTH CAROLINA FIRM NUMBER C-2849
\c1N�lntage Civil Engineering, PA
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]

- OH
BRICK
HE c LL
ONj
PROPOSED RETAINING WALL
(±18' MAX HEIGHT)
PROPOSED PERMANENT WETLAND AREA
OUTSIDE FLOOD ZONE IMPACT 1 (0.006 AC)
PROPOSED ±185 LF OF 30"
HDPE STREAM CULVERT (TYP)
PROPOSED RETAINING WALL
(±6' MAX HEIGHT)
LEGEND
PERMANENT WETLAND IMPACT
OUTSIDE FLOOD ZONE
PERMANENT WETLAND IMPACT
WITHIN FLOOD ZONE
TEMPORARY WETLAND IMPACT
UNDISTURBED WETLAND
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MANHOLE
(TYPE NOT
DETERMINED)
TOP: 1978.8'
PROPOSED CONNECTION
TO EXISTING CATCH BASIN
PROPOSED ELEVATED
ADA WALKWAY
EXISTING WETLANDS TO
REMAIN UNDISTURBED (TYP)
PROPOSED TEMPORARILY DISTURBED
WETLAND IMPACT 3 (0.02 AC)
PROPOSED TEMPORARILY DISTURBED
WETLAND IMPACT 4 (0.02 AC)
PROPOSED PERMANENTLY DISTURBED
WETLAND WITHIN FLOOD ZONE
IMPACT 2 (0.093 AC)
30
0
GRAPHIC SCALE
15 30
60
120
( IN FEET )
1 inch = 30 ft.
PROPOSED IMPACT BULLETIN FOR:
CRAVEN & HAZEL MILL MF
DATE: 03-11-2021
0
zz
Know what's below.
Call before you dig.
NORTH CAROLINA FIRM NUMBER C-2849
.\(lvantage Civil Engineering, PA
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]

2010— 2010
2000--
1990—
PROPOSED RETAINING WALL
PROPOSED GRADE (TYP)
54.84LF-30" HDPE ® 13.33%
PROPOSED RETAINING WALL
EXISTING GRADE (TYP.)
79.73LF-30" HDPE ® 4.51%
EXISTING WETLAND
1980-
19,)
196
195
•
•
•
0
0
0
iQ
PROP. A2
QQ
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< 1
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1990
- 1980 Q 1980— 1980
2000 2000
1990----1990
13.26LF-12" HDPE CO 1.00%
O
O 00
O O
1970 u-i
-rn
Q
O
0 Q
0_ H-
0_
- -1960
1950
1970----1970 N
N Q Q
N Q < 1 N
I m Q
W
Q m Q .�..
W � -- -- Z v N 00
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1960----1960 0 • rn — —
�00 NOtp— HH
°'o l ao°'Z 00
o Q - - 0 H-0
ctv, z 0_cn�z zz
1950-
0 0
1950
ENE 3
25 50 100
1 inch = 50 ft. (H)
5 10
20
1 inch = 10 ft. (V)
STREAM CULVERT PROFILE FOR:
DATE: 03-11-2021
CRAVEN & HAZEL MILL MF
811
Know what's below.
Call before you dig.
NORTH CAROLINA FIRM NUMBER C-2849
Advantage Civil Engineering, PA
MICHAEL LOVOY, P.E.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
[phone]
[e-mail]