20221021 Ver 1_USACE Permit_20220919

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2022-01630 County: Buncombe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: MB Haynes Corp. / Attn: Faison Hester
Address: 187 Deaverview Road
Asheville, NC 28806
Telephone Number: 828-225-5393
Size (acres): 19.7 Nearest Town: Asheville
Nearest Waterway: Smith Mill Creek Coordinates: 35.582657 -82.614314
River Basin/HUC: French Broad / 06010105
Location description: The site is located at 187 Deaverview Road, in Asheville, NC.
Description of projects area and activity: This permit authorizes placement of fill and in -stream structures for stream
stabilization/restoration activities. Impacts authorizes total 226 linear feet of an unnamed tributary to Smith Mill
Creek.
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: NWP 27
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
July 27, 2022. 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 at [phone].
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
amanda.j [e-mail].
Corps Regulatory Official:
Ama Jones
Expiration Date of Verification: March 14, 2026
CF: Headwaters Engineering, PC, Attn: Andrew Bick (via email)
Date: September 19, 2022

Action ID Number: 2022-01630 County: Buncombe
Permittee: MB Haynes Corp. / Attn: Faison Hester
Project Name: UT to Smith Mill Creek Relocation / NWP #27
Date Verification Issued: September 19, 2022
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
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure
we continue to do so, please complete our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/

PROJECT SCOPE: STREAM RELOCATION
150 LF OF UNNAMED TRIBUTARY
PROJECT SITE
187 DEAVERVIEW RD.
ASHEVILLE, NC
LIST OF SHEETS
1. TITLE
2. NOTES & SYMBOLS
3. PLAN AND PROFILE
4. TYPICAL SECTIONS, DETAILS
5-6. DETAILS
CONSTRUCTION PLANS
UT TO SMITH MILL CREEK RELOCATION
MB HAYNES CORP.
ASHEVILLE, NORTH CAROLINA
VICINITY MAP
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NTS
PREPARED FOR:
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AT MB HAYNES CORP.
ASHEVILLE, NC
DATE: JULY 2022
SCALE: AS SHOWN
PLAN AND
PROFILE
SHEET 1 OF 6

a_
LEGEND
EXISTING PROPOSED
CONTOUR (1')
INDEX CONTOUR (5')
PROPERTY LINE
EASEMENT
STORM DRAIN
SANITARY SEWER
STREAM CENTERLINE
MONITORING WELL
STREAM CENTERLINE
TOP OF BANK
CONSTRUCTED RIFFLE
CHANNEL PLUG
PLANTED BUFFER LIMITS
TEMPORARY STREAM CROSSING
LIMITS OF DISTURBANCE
SILT FENCE
CONSTRUCTION ACCESS/HAUL ROUTE
CHANNEL EXCAVATION LIMITS
1+00
molb wow
LOD LOD
GENERAL NOTES:
1. TOPOGRPAHIC AND PLANIMETRIC SURVEY BY ED HOLMES & ASSOCAITES DATED 5/17/22.
2. AERIAL IMAGERY DATED 2019 FROM NC ONEMAP WEBSITE.
3. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE INSTALLED, INSPECTED AND MAINTAINED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
4. ALL EQUIPMENT MUST BE CLEANED REGULARLY AND MAINTAINED TO BE FREE OF FUEL, OIL AND LUBRICANT LEAKS.
5. FUELING SHALL BE PERFORMED AT LEAST 100 FEET FROM FLOWING WATER.
6. THE CONTRACTOR SHALL PROTECT SITE FEATURES BEYOND THE GRADING LIMITS. CONTRACTOR SHALL REPAIR ANY DAMAGE AND RETURN WORK AREAS TO PRE -PROJECT CONDITIONS.
7. EQUIPMENT SHALL OPERATE FROM THE TOP OF BANK AS MUCH AS PRACTICAL AND SHALL TAKE PRECAUTIONS TO LIMIT DOWNSTREAM SEDIMENT MIGRATION.
8. BASE FLOW SHALL DIVERTED AROUND WORK AREAS USING BARRIERS WHEN EQUIPMENT MUST WORK IN THE CHANNEL. WORK SHALL BE SCHEDULED DURING PERIODS OF LOW FLOW.
9. WORK SHALL BE STAGED SUCH THAT NO MORE STREAM BANK IS DISTURBED THAN CAN BE STABILIZED WITH SEED, MULCH AND MATTING AT THE END OF EACH WORKDAY.
10. DISTURBED UPLAND AREAS MUST BE STABILIZED WITH SEED AND MULCH WITHIN 7 DAYS OF REACHING FINAL GRADES.
11. SILT FENCE SHALL BE INSTALLED ON THE STREAM SIDE OF ANY STOCKPILES.
12. PLANT MATERIALS SHALL BE INSTALLED DURING THE DORMANT SEASON, GENERALLY DECEMBER THROUGH MARCH.
CONSTRUCTION STORMWATER INSPECTIONS:
1. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DAILY RECORDS OF RAINFALL EVENTS IN AN ON -SITE PERMIT BOX.
2. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE INSPECTED AT LEAST ONCE PER 7 CALENDAR DAYS AND WITHIN 24 HOURS OF ALL RAINFALL EVENTS GREATER
THAN 0.5 INCH PER 24 HOUR PERIOD.
3. NECESSARY MAINTENANCE OR REPAIRS MUST BE COMPLETED IMMEDIATELY UPON IDENTIFICATION OF THE PROBLEM.
4. EROSION AND SEDIMENT CONTROL CONTACTS DURING CONSTRUCTION: ; ANDREW BICK, HEADWATERS ENG. 828.606.0306
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
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AT MB HAYNES CORP.
ASHEVILLE, NC
DATE: JULY 2022
SCALE: AS SHOWN
NOTES &
SYMBOLS
SHEET 2 OF 6

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PROTECT EXISTING
MONITORING WELLS;
MAINTAIN 5'
PROTECTION RADIUS
STA. 0+00;
BEGIN PROJECT;
CONFORM TO EXISTING
TOP OF BANK
STREAM SITE LIMITS OF
DISTURBANCE = 0.40 AC.
MW-33
•
PROTECT EXISTING
INTERCEPTOR TRENCH
0' 30'
—
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— —
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60 \
STOCKPILE CUT SOILS FOR
USE IN CHANNEL BACKFILL
PROTECT EXISTING
ABOVE -GROUND TANK
60'
SS,
PIN 9628-56-6873
CHARLES H. MUSE
DB 1924, PAGE 503
Ss -ASS
SS
i
ST7 1 +66;
END PROJECT; ,/
— CONFORM TO EIS�ING
--- TOP OF BANK
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;_— P/R-E 1MJNARY PLANS
_ _ _ _ _ — _ CONSTRUCTION
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PROFILE LEGEND
EXISTING GROUND AT DESIGN
PROPOSED THALWEG
PROFILE SCALES:
H: 1" = 30'
V: 1" = 10'
2114
2109
2104
0+00
— i-
/
0+50
1+00
PROFILE
1+50
2114
2109
2104
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REVISIONS
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DATE: JULY 2022
SCALE: AS SHOWN
PLAN AND
PROFILE
SHEET 3 OF 6

SEE NOTE 4.
1I
VARIES 6 TO 10
SEE NOTE 4.
13.5'
1
1 1_ 1.5'
2.5 (TYP) }
6.0'
Jr 11
VARIES 6 TO 10
TYPICAL SECTION
RIFFLE
16.3'
1I
2
2.0'
2.6'
SEED, MATTING,
LIVE STAKING (TYP)
1
3.5
SEED, MATTING,
LIVE STAKING (TYP)
2 TYPICAL SECTION
4 POOL
BACKFILLABANDONED CHANNEL WITH EXCAVATED
CHANNEL MATERIALS. SALVAGE COARSE GRAVEL
AND COBBLE BEFORE BACKFILLING.
LEGEND
EXISTING
PROPOSED
i
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
J
TYPICAL SECTION NOTES:
1. TYPICAL SECTION DRAWN LOOKING DOWNSTREAM.
2. BANK SLOPES AND DIMENSIONS SHALL BE TRANSITIONED SMOOTHLY
BETWEEN RIFFLE AND POOL SECTIONS.
3. BANKS AND GRADED SLOPES SHALL BE ROUGHENED
PERPENDICULAR TO SLOPE, COVERED WITH 3" LAYER OF TOPSOIL,
SEEDED, MULCHED AND MATTED WITH 780 G/M2 COIR FIBER MATTING.
4. EXCAVATE BANKFULL BENCH WHERE DEPTH TO THALWEG EXCEEDS
2.8' IN POOLS AND 1.7' IN RIFFLES.
5. BANKS SHALL BE LIVE -STAKED AT 3' O.C. DURING THE DORMANT
SEASON FOLLOWING GRADING.
6. PLANT TREES AND SHRUBS ALONG TOP OF BANK AS SPACE PERMITS.
SEE PLAN & PROFILE SHEET FOR BUFFER LIMITS.
0 5 10 15
ADD SILT FENCE AT CORNERS
WHERE APPROACHES SLOPE
TOWARD CROSSING
TIMBER BRIDGE MATS
m
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0
V
PLAN
5 (TYP)
1
TIMBER BRIDGE MATS
SHALL FULLY SPAN CHANNEL WITH
NO GAPS BETWEEN MATS
SECTION
MAINTENANCE NOTES:
1. MAINTAIN SURFACE OF CROSSING FREE OF SOIL AND
DEBRIS.
2. SHOVEL OR SWEEP ACCUMULATED MUD AND SEDIMENT
FROM BRIDGE MATS AT LEAST ONCE PER DAY.
3. DRESS APPROACHES DAILY IN ORDER TO LIMIT RUTTING
AND MUD ACCUMULATION ON THE BRIDGE MATS.
-3- TEMPORARY STREAM CROSSING - MAT
�� NTS
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AT MB HAYNES CORP.
ASHEVILLE, NC
DATE: JULY 2022
SCALE: AS SHOWN
TYPICAL
SECTIONS;
DETAILS
SHEET 4 OF 6

TOE OF BANK;
RIFFLE EXTENDS
1' BEYOND TOE
SEE PLAN
FOR RIFFLE
LENGTH
A
m
r
O
v
1' (TYP)
PLAN
18" MIN.
SECTION A —A'
ELEVATION POINT ON PROFILE
EQUAL MIX OF CLASS 1 STONE
AND ON -SITE GRAVEL & COBBLE
12" +/- DIAMETER HARDWOOD
LOGS DRIVEN INTO TOE OF BANK;
GENERALLY 2 TO 4 LOGS PER
RIFFLE; FLUSH WITH BED
MEANDERING THALWEG AT
BASE FLOW
MICRO -POOL;
TYP. 6" - 12" DEEP
A'
SCARIFY SUBGRADE
PRIOR TO STONE PLACEMENT
(i\ CONSTRUCTED RIFFLE
5 NTS
EXISTING GRADE
SEE TYPICAL
SECTIONS
12" COIR LOG ANCORED
W/ 18" WOODEN STAKES
BASE FLOW
2'
\'
SECTION
2
/ 1
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
\ J
LIVE STAKES AT 3' O.C.
18" WOODEN MATTING
STAKES AT 3' O.C.
COIR MATTING, 780 G/M2
COMPACTED SOIL
WITH 3-5% ORGANICS
CLASS 1 STONE
NOTE:
USE PUMP -AROUND TO PLACE CHANNEL
PLUG WHILE PREVENTING SOIL FROM
ENTERING THE LIVE STREAM.
1--- 8' +/-
PLAN
EDCHANNEL PLUGNTS
SOIL BACKFILL; SPREAD IN
12" LIFTS AND COMPACTED
WITH TRACKED EQUIPMENT
ABANDONED CHANNEL
COMPACTED SOIL
WITH 3-5% ORGANICS
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DESCRIPTION
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DATE: JULY 2022
SCALE: AS SHOWN
DETAILS
SHEET 5 OF 6

RIPARIAN SEED MIX -APPLIED TO STREAM BANKS AND BUFFERS
Seeding Rate = 20 lb/acre
Mulchingwheat or oat straw mulch applied at 2 tons/acre
Common Name
Scientific Name
Percentage
Indiangrass
Sorghastrum nutans
20
Big Bluestem
Andropogon gerardi
20
Virginia Wildrye
Elymus virginicus
20
Soft Rush
Juncus effusus
20
Beaked Panicgrass
Panicum anceps
10
Fox Sedge
Carex vulpinoidea
10
DISTURBED LAWN AREAS BEYOND BUFFERS:
Tall Fescue Mix at 25 lb/acre
Mulched at same rate as other areas
TEMPORARY SEED MIX
Application Dates
Common Name
Scientific Name
Rate (lb/acre)
Applied
Separately
Rate (lb/acre) Applied
w/ Riparian Mix
August 15 to May 1
Rye Grain
Secale cereale
120
60
May 1 to August 15
Browntop Millet
Panicum ramosum
40
20
SEED MIXES AND
BUFFER PLANTING
TREE AND SHRUB PLANTING (BARE ROOT OR 1 GAL)
COMMON NAME
SCIENTIFIC NAME
SPACING
(FEET)
River Birch
Betula nigra
12-18
Sycamore
Platanus occidentalis
12-18
Tag Alder
Alnus serrulata
8-12
Ninebark
Physocarpus opulifolius
8-12
Witch -hazel
Hamamelis virginiana
8-12
Pawpaw
Asimina triloba
12-18
Bitternut Hickory
Carya cardiformis
12-18
MIN. 2 NODES ABOVE GRADE
LIVE STAKE
3' IN DIAMOND PATTERN
HARD SOIL OR STONE MAY
BE PRESENT SEE NOTE 1
2' TO FIRST ROW
BASEFLOW W.S.
1E111='
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3 NODES MIN.
SECTION
2� LIVE STAKING
g� NTS
18" MIN.
TOP CUT AT 15°
AFTER
INSTALLATION
1/2" TO 2"
BASE CUT
AT 45 DEG.
LIVE STAKE DETAIL
LIVE STAKE NOTES:
1. FORM PILOT HOLE THROUGH HARD SOIL OR STONE TO
PREVENT DAMAGE TO STAKE.
2. LIVE STAKE MIX TO INCLUDE AT LEAST TWO OF THE FOLLOWING
SPECIES: SILKY DOGWOOD, SILKY WILLOW, ELDERBERRY,
NINEBARK, BUTTONBUSH.
3. LIVE STAKING SHALL BE DONE DURING THE DORMANT SEASON.
MATTING SHALL BE
780 G/M2 COIR
REMOVE ALL DEBRIS,
SCARIFY SURFACE, PLACE
TOPSOIL AND SEED/MULCH
BEFORE PLACING MATTING
MATTING PLACED FLUSH WITH BANK
SURFACE, LAP OVER DOWN STREAM /
DOWN SLOPE SEAMS
12" WOOD STAKE PLACED IN
3' O.C. DIAMOND PATTERN
MATTING ANCHORED 1'
BELOW STREAM BED
EROSION CONTROL MATTING
NTS
STEEL T-POST
FILTER FABRIC
WITH WIRE BACKING
COMPACTED BACKFILL
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
RUNOFF
CREEK
SIDE
IIII
24" MIN.
SECTION
SILT FENCE
NTS
8' MAX.
STEEL T-POST
18" MIN.
II
PROFILE
NOTES:
1. SILT FENCE SHALL BE PLACED ON STREAM SIDE
OF ALL STOCKPILES.
2. SILT FENCE SHALL BE REMOVED UPON
COMPLETION OF EARTHWORK.
3. REMOVE ACCUMULATED SEDIMENT BEFORE HALF
OF THE SILT FENCE CAPACITY IS REACHED.
FILTER FABRIC WITH
WIRE BACKING
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DATE: JULY 2022
SCALE: AS SHOWN
E&S AND
PLANTING
DETAILS
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SHEET 6 OF 6