20221760 Ver 1_2022-02679_NWP18_Copy_20230202

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2022-02679 County: Buncombe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Buckeye Community Hope Foundation / Attn: Steve Sceranka
Address: 3021 E. Dublin -Granville Road
Columbus, Ohio 43231
Telephone Number: 440-567-6069
Location description: The site is located on Governors View Road, in Asheville, NC. Coordinates are: 35.57859 -
82.51263.
Description of projects area and activity: This permit authorizes installation of culverts for a residential development
known as Redwood Commons. Impacts authorized total 218 linear feet (0.018 acre) of stream channels.
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 #18
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
December 14, 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:
Expiration Date of Verification: March 14, 2026
CF: ECS Southeast LLP, Attn: Thomas Hawkins (via email)
Date: February 2, 2023

Action ID Number: 2022-02679 County: Buncombe
Permittee: Buckeye Community Hope Foundation / Attn: Steve Sceranka
Project Name: Nationwide Permit #18 / Redwood Commons
Date Verification Issued: February 2, 2023
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/

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 1 GENERAL SHEETS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
mcg
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. . F.
BUNCOMBE COUNTY, NORTH CAROLINA
PROJECT INFORMATION
REDWOOD COMMONS - SENIOR LIVING APARTMENTS
21 GOVERNORS VIEW ROAD
ASHEVILLE, NORTH CAROLINA 28805
DEVELOPER
BUCKEYE COMMUNITY HOPE FOUNDATION
3021 E. DUBLIN-GRANVILLE RD.
COLUMBUS, OH 43231
CONTACT: STEVE SCERANKA
PHONE NUMBER:440-567-6069
EMAIL:[e-mail]
CIVIL ENGINEER
THOMAS P. MANNINO, PE
MCGILL ASSOCIATES, P.A.
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
PHONE NUMBER:828-252-0575
EMAIL:[e-mail]
ENVIRONMENTAL
THOMAS HAWKINS, PWS
ECS SOUTHEAST, LLP
1200 WOODRUFF ROAD, SUITE H-12
GREENVILLE, SOUTH CAROLINA 29607
PHONE NUMBER:828-350-2414
EMAI L:THAWKI NS@ECSLI M ITED.COM
i
® 55 Broad Street
Asheville, NC 28801
' 828.252.0575
NC Firm License # C-0459
mcgillassociates.com
TUNNEL ROAD (US-70)
PROJECT
LOCATION
VICINITY MAP
'GOVERNORS VIEW ROAD
SWANNANOA RIVER ROAD
NOT TO SCALE
SIGNED AND DATED:
Digitally signed by
Thomas P.
Thomas P. Mannino, P.E.
Mannino P.E. Date: 2022.12.02
12:56:33-05'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
SCHEDULE OF DRAWINGS
G-001 COVER SHEET
G-002 GENERAL NOTES
CE-101 EXISTING CONDITIONS PLAN
EXB-1 PROPOSED IMPACT MAP
EXB-2 STREAM CULVERT PROFILE
EXB-3 STREAM CULVERT CROSS -SECTIONS
EXB-4 STREAM DRAINAGE MAP
EXB-5 EROSION CONTROL PLAN - STREAM CULVERT
C-501 EROSION CONTROL DETAILS
PRELIMINARY
-FOR REVIEW PURPOSES ONLY -
DO NOT USE FOR
CONSTRUCTION
21.00169 BUCKEYE C. H. F. COVER SHEET STREAM PERMITTING
NOVEMBER 2022

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 1 GENERAL SHEETS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
TEL
PED
❑ELEC
PED
�CATV
PED
SIGN
CATV
UG FOC
�UG TCS
UG GAS
UG ELEC
LP
• UP
��� TSP
RXR
�MH
Q SSMH
SDMH
COMMH
ELMH
J.B.
h. SPIGOT
0 C.O.
O E.SS
O G.SS
® CB
® CI
O WM
FH
oa WV
BLOWOFF
VALVE
b G/M
b G/v
D4 ICV
D4 PIV
• E.JUNC
SIG
BOX
EXISTING CONDITIONS LEGEND
TELEPHONE PEDESTAL
ELECTRIC PEDESTAL
CABLE TV PEDESTAL
SIGN
UNDERGROUND CABLE TV SIGN
UNDERGROUND FIBER OPTIC CABLE SIGN
UNDERGROUND TELEPHONE CABLE SIGN
UNDERGROUND GAS LINE SIGN
UNDERGROUND ELECTRIC LINE SIGN
LIGHT POLE
UTILITY POLE
GUY WIRE ANCHOR
TRAFFIC SIGNAL POLE
RAILROAD CROSSING SIGNAL
MANHOLE
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
JUNCTION BOX
SPIGOT/YARD HYDRANT
SEWER CLEAN —OUT
ELECTRIC SERVICE STUB —OUT
GAS SERVICE STUB —OUT
CATCH BASIN
CURB INLET
WATER METER
FIRE HYDRANT
WATER VALVE
BLOW OFF VALVE
GAS METER
GAS VALVE
IRRIGATION CONTROL VALVE
POST INDICATOR VALVE
ELECTRIC JUNCTION BOX OR OUTLET
TRAFFIC SIGNAL BOX
IPS
RBF
OTIPF
CTIPF
CMU
R/W
Q
C
POB
CP
PB
DB
L
BLDG
CIP
CMP
CONC
X
X
X
0 0 0 0 0 0 0 0 0 0 0 0 0 0
s
G
s
W
G
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
-- DL----- DL----- DL--
CTV CTV
CTV
— — — — — FOC FOC
E E
E E
T T
T
T
- ----ROW
ROW
0000000000
000000000000000000000000000000000
u u
IRON PIN SET
REBAR FOUND
OPEN TOP IRON PIN FOUND
CRIMPED TOP IRON PIN FOUND
CONCRETE MASONRY UNIT
RIGHT OF WAY
CENTERLINE
CURVE (SEE CURVE TABLE)
POINT OF BEGINNING
CALCULATED POINT
PLAT BOOK
DEED BOOK
LINE (SEE LINE TABLE)
BUILDING
CAST IRON PIPE
CORRUGATED METAL PIPE
CONCRETE
OIPS
IZI
®CM-R/W
ODOT MON
•RBF
•RRSPIKE
o PK NL
SPINDLE
©CPHUB
CP/NL GPS
LCP/NL
CP/TEMP
* NGS METAL ROD
NGS CM
A
A STAKE
1'
133
FFE
ELEVATION
MW
•PZ
•
le
0
OMB
❑PB
.)SAT DISH
OYARD ORNAMENT
0
CALCULATED POINT
1/2" REBAR SET WITH CAP
CONCRETE MONUMENT
RIGHT—OF—WAY MONUMENT
D.O.T. CONTROL POINT
REBAR FOUND
RAILROAD SPIKE
PK NAIL FOUND / SET
SPINDLE FOUND / SET
HUB & TACK SET
CONTROL POINT NAIL SET / FOUND
CONTROL POINT/NAIL SET GPS
CONTROL POINT TEMPORARY MARK
NATIONAL GEODETIC SURVEY METAL
NATIONAL GEODETIC SURVEY CONCRETE
TEMPORARY CONTROL POINT SET
NETWORK TRIANGULATION POINT
ROD
MONUMENT
STAKE FOUND
INTERSTATE HIGHWAY
U.S. HIGHWAY
FINISHED FLOOR ELEVATION
MONITORING WELL
PIEZOMETER
LANDFILL GAS MONITORING PROBE
SURFACE WATER SAMPLING LOCATION
LANDFILL GAS VENT
LANDFILL GAS COLLECTION WELLHEAD
POTABLE WATER WELL
MAILBOX OR PAPER BOX
POSTAL DROP BOX
SATELLITE DISH
STATUE, BIRD BATHS, ETC.
TREES
SHRUBS / BUSHES
(H) HORIZONTAL GROUND DISTANCE
(G) NC STATE PLANE GRID DISTANCE
CULVERT
FENCE
SILT FENCE
GUARD RAIL
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP OF SLOPE
TOE OF SLOPE
DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT—OF—WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKLINE
STREAM LINE
CENTERLINE
CENTERLINE VARIANT
SWAMPLINE/WETLANDS
APPROXIMATE LOCATION OF
OVERHEAD UTILITY LINE
CMU
CPP
DIP
E&T
FOC
GIP
0/H
RCP
U /G
VCP
PVC
FFE
PG
REF
DOT
NGS
NCSP
MTR BOX
CONCRETE MASONRY UNIT
CORRUGATED PLASTIC PIPE
DUCTILE IRON PIPE
ELECTRIC & TELEPHONE
FIBER OPTIC CABLE
GALVANIZED IRON PIPE
OVERHEAD
REINFORCED CONCRETE PIPE
UNDERGROUND
VITRIFIED CLAY PIPE
POLYVINYL CHLORIDE PIPE
FINISHED FLOOR ELEVATION
PAGE
REFERENCE
DEPARTMENT OF TRANSPORTATION
NATIONAL GEODETIC SYRVEY
NORTH CAROLINA STATE PLANE
METER BOX
GENERAL EROSION CONTROL NOTES
UPDATED FEBRUARY, 2022
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE —DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN
BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR EVALUATION AND INSTRUCTION
ON HOW TO PROCEED. IN THE EVENT THAT DEWATERING OR LOWERING OF THE WATER TABLE IS
NECESSARY, NCDEQ DWR SHALL BE CONTACTED PRIOR TO ANY WORK BEING PERFORMED. ALL
WORK SHALL BE PAID FOR BASED UPON THE UNIT BIDS UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND
GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF ±4"-6" TO
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
PERFORMED BY A MECHANICAL "HYDRO —SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
BY AREA APPROVAL BY THE ENGINEER.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
AASHTO M-36, WITH RE —ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3
FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS
SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE —ROLLED ENDS AND SHALL BE JOINED WITH
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
SHALL BE 12 GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST —IN —PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
Pia ® 55 Broad Street
mcgillAsheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
;so
0
'� �ySFNGI NEEF� \\:
MP
///011111110 0\.
\\\t111111111/// /
cAiipo
SEAL 0-
50548 o O =
oZ =
Digitally signed by
Thomas P.
Thomas P. Mannino, P.E.
Mannino P.E. Date:2022.12.02
i 12:57:15 -05'00'
SIGNED AND DATED:
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
NOT TO SCALE
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
GENERAL NOTES
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
G-002
21.00169 BUCKEYE C. H. F. GENERAL NOTES

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 STREAM IMPACT EXHIBITS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
EXISTING ZONING: CBI
F �l COMMUNITY BUSINESS
\� INTERNATIONAL HELP
f ��\ CENTER, INC
5 SWANNA VIEW DR i//ice
-. ^= PIN: 965854442000000 -M��
f
_fit-~-100-YR
7—
j
N
N,V \ 1998 40'
EX.
VIA
.� ON -- -1
N \ l'o4,
- N
-\. NN \
•
STREAM OUTFALL
6' BOX CULVERT
FLOODPLAIN (TYP.)-
500-YR FLOODPLAIN (TYP.)
STORM
DR-AA1 M �NHI OLE
TOP EL: 008.59=-
S-TO MF DRAIN MANHOLE
TOP EL: 2008.11'~
CATCH BASIN
GRATE 2005.99 \
INV. EL.: 1999.47 /
-v FOUR STAR CAR WASH, LLC
448 SWANNONOA RIVER RD
PIN: 965854511700000
48, CP�EXISTING ZONING: RIVER
\\s\
STORM DRA Iv1HLE
\� r T6P ELLI: 007.69
INV. tL.: 2 0.3C
\\\ \ `� rS
FLOODWAY (TYP.)
"N\N
N
STREAM
IMPACTS
LENGTH
218 LF
AREA
0.018 AC
VOLUME
12 CY
® 55 Broad Street
mcgill Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
N
- SEAL
csif
•
PLAN
�'^ /- MAYSTRUCK SVETLANA � / \
GIBSON LILLIAN 1 \\�. \�
16 GOVERNORS VIEW RD "\
PIN: 965854638000000
/ EXISTING ZONING: RS4
9
FEMA----
ao
z FE EM
(\l'i i
ii) \ \\
%,i� //1/ifi , /,,/7/__",,,,-:----,, 1/"%,-/ ; �� -\\� 31 �I * ,«I1 1 1 i I1 III W 1 1\ 1 _ rlig/i/ �)� �ifil(--°/�� ; �r /
20 GOVERNORS VIEW RD -� f YI - -2 /
�� /�///� 11-\\\ \\`1 I I I I PRESTON JENNA, /J��// ���f %/l/ \/��is/f�/ �'/�
PIN: 965854820500000 - — �/% �� /����/ HAFELI-MCCONNELL) \� III I I I I I I `� PRESTON HUNTER KYLE �� J / //� (� �l I ��� 1
/ / i /i )
EXISTING ZONING: RS4 22 GOVERNORS' LLC VIEW RD - �///lam \\\\\`� 1140 GOVERNORS VIEW RD______,------/---
-� j j���/% r ��� ��
/ 7/
/ 26 GOVERNERS VIEW RD \ \ III I I l ( I \ 7;S:,45G8%24°I
200000 //� \ J/( li1 ) f �//
/ PIN: 965854936300000 j/ ) l\ 1 \ ` \ �\ G: RS4 _ / � �j)(1)J� \ I ,� �r /
v'��j ���� EXISTING ZONING: RS4 j ��� PEXISTINGB ZONING: `\\\\k\_\
-i/ /�/ 7)//j
l Jf f
_r - � _ = �/ -- \� . \� � -'-- /(� A— P.
/— F°MAC `' \\\�-��—_-1 / //��\XPf/ %I1�� 1//��,-SANi�ARE`bER MAII\ALE \\\ \\ �.��� ��- /���� \ / ���j/%�// r ( 1
- TOP EL: 2014.80 ' �\ \ �� % /�� 2/))4/;::
A---- --------PEw---\--7-----='. -\,-----: (----F'---:-------------- -----_-'s- 17-,.._:-------1-__E-------e-/-1,-=m -='--------%'<--5 1 (8C ‘c _ ; , ,f)/ 1 'I/11/6 Y :C} (-9- - ) \ /// /(1/1
/ ', __,,_ P4-44 ,- \-1*I :--:_________:_=—:77:__"/X:1_,,,
--_-=---- _-7'--------- lg. ------------------ — / i -7 i/lfil T' Q-' / I ‘ 1 i I
1
�, / / - I — ",\
,/ /2o1y./5 RgF F �� /��/� o �, �� j`� J I I
— 2014 — \ FEMA �� it ��_ l l r -----;---- ( ( .// '.
I /
�� I \
2012 7c---A- -- --1 � f �J// — / J /)�
------;
II \\ ✓ ��� );------(--ilj CAROLINA TRUCK .J ��
IY Uz \ / ' /56 TRUCKERSNPL N_ ( (/ \r/
\\�/ 1 ( PIN: 965863391700000 ) )
CYICTIAI!` \A/CTI WETLANDS /TVD \ i 1 EXISTING ZONING: RIVER ) /
PROPOSED UNDERGROUND
STORMWATER CONTROLSEE
�2p'o MEASURE
EXISTING 36" RCP
STORM DR'(,V MANHOLE
TOPE : 2008.81'
INV. E�: 2002.48'
PROPOSED JB S-0
STA 10+00.00 STREAM
RIM: 2017.41
INV IN: 2002.68
CONNECT TO EXISTING
36" RCP
INV OUT: 2002.68
ce2
48"
CPP
CULVERT
II
II
EXISTING STREAM (TYP.)
IMPACTS: 12 CY, 218 LF, 0.018 AC
i
\\
N
so
-14
.80
9+\\- �N 1 �NRD IN11t T
N
\\\TOP EL.267
11\\R,CNP T �tN I.E.: 2 0 '
C%CTE - ' alk
\\ \ R) TE L:
pCPSF I.E.: 29994.'
MCP (E) I E.: 2004.08'\"
:\2004.02' \
2011--
I.E.: 2'002.68'
PROPOSED STREAM
PIPING (TYP.)
36" RCP
Fw
Digitally signed by
Thomas P• Thomas P. Mannino, P.E.
Mannino, P.E. Date: 2022.12.02
PIN: 965844935400000
EXISTING ZONING: RIVER
GOVERNORS VIEW ROAD
PROPOSED PARKING
STREAM' I
PROPOSED PARKING
STA 12-F15.05 STREAM CULVERT
RIM: 2018.41
-INV IN: 2004.73
INV OUT: 2004.73
1 REDWOOD COMMONS
BUILDING HEIGHT: 57.42'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
TO BE REMOVED
.01,;:1;
4-4
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
2010
(
30' STREAM BUFFER (TYP.)
PROPOSED HW S-2
STA 13+14.75 STREAM CULVERT
RIM: 2009.56
INV IN: 2005.73
EMBED CULVERT 8'' BELOW EXISTING GRADE
EX. GRADE = 2006.40
Ilti
RETAINING WALL (TYR) /
(
EXISTING PROPERTY LINE (TYP.)
op ' RIVER BEND, LLC
EXISTING ZONING: RIVER
•
ALDI, LLC
480 SWANNANOA RIVER RD
PIN: 965863160900000
EXISTING ZONING: RIVER
(
2
I
FW
30 0 15 30
60
GRAPHIC SCALE DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
_ <
YARD INLET
TOP EL: 2011.62'
•
PROPOSED IMPACT MAP
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
EXB-1
21.00169 BUCKEYE C. H. F. PROPOSED IMPACT MAP

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 STREAM IMPACT EXHIBITS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
PROFILE
SCALE: HORIZ. 1 "= 30'
VERT. 1 "= 3'
2025
2025
2020
2020
PROPOSED GRADE
2015
2015
2010
EXISTING
GRADE
2010
EXISTING
36" RCP CULVERT
2005
99.70 LF
36" RCP � 1.00�
2005
(c� 0.95q
—
.r�TiA�iY�iYii'V
_
36" RCP
215.05 LF
�. wY r
r
:�Y-:ir_
—
EXISTING GRADE: 2006.40
_
��•���:�:�:�:�!�:�
wY wY
�Y
:7 :Y•:Y
wY :�Y wY wY wY :.
:Y I��YY
2000
ri
8 EMBEDMEN
PROPOSED HW S-2
STA. 13+14.75 STREAM CULVERT L
TOP ELEV.: 2009.56
INV. OUT: 2005.73
2000
_ NavLe.•I'e
T•T. ,•,4.
Via, :
Ce
----- J -
J
U Q
ce
w O Noo
EXISTING STREAMBED
MATERIAL TO
NATURALLY OVER
MIGRATE
TIMEco
PROPOSED JB S-1
STA. 12+15.05 STREAM CULVI
TOP ELEV.: 2018.41
INV. IN: 2004.73
INV. OUT: 2004.73
(NI� 00 up
N �cp(V
NOS mON• N0
• p ON
0) N cl O .. • O
mr< ..0 Li.I+wNH
0+w cNI o•-WZO
a_
i�LaJZ oHaQ»
XHO�• aNi_ZZ
LL.l (n H Z
I
8+00
9+00
10+00
11+00
STREAM CULVERT PROFILE
EXISTING STREAM TOTAL IMPACTS;
12 CY, 218 LF, 0.018 AC
12+00
13+00
14+00
15+00
mcgill®
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
\\.\`\NooCARO/1/,,
Qoo VESSIU /,
SEAL
= —1 50548 o O
00 0
1/4.5.,F0GI EE�P��\,��
SIGNED AND DATED, Digitally signed by
Thomas P. Thomas P. Mannino, P_
Mannino, P.E. Date:2022.12.02
12:59:15 -05'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30
60
GRAPHIC SCALE
DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
STREAM CULVERT PROFILE
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
EXB-2
21.00169 BUCKEYE C. H. F. STREAM CULVERT PROFILE

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 STREAM IMPACT EXHIBITS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
2020
2016
2012
2008
2004
PROPOSED 36" R
W/ 8" STREAMBE
2000
1990
10+13.38
PROPOSED
GRADE
EXISTING
GRADE
100—YR
FLOW D
1
j
1
1.35' ABOVE
PROPOSED
STF
PI
;P STREAM
MATERIAL
CULVERT
NORMAL
DEPTH
HIGH
0.34'
WATER
ABOVE
IN PROPOSED
PIPE
40
0
40
STREAM CULVERT CROSS—SECTION — STA. 10+13.38
2020
2016
2012
2008
EPTH
REAMBED
PE
2004
FLOW
TREAMBED
2000
8a998
2020
2016
2012
2008
PROPOSED 36" R
W/ 8" STREAMBE
2004
200?80
PROFILE
SCALE: HORIZ. 1 "= 30'
VERT. 1 "= 3'
11+24.83
PROPOSED
GRADE
EXISTING
GRADE
'1
1'
; --
1
100—YR
1.35' ABOVE
FLOW
STREAMBEE
DEPTH
;P STREAM
MATERIAL
CULVERT
j
IN PROPOSED
NORMAL
PIPE
HIGH
WATER
DEPTH
IN PROPOSED
0.34'
ABOVE E
PIPE
40
0
40
STREAM CULVERT CROSS—SECTION — STA. 11+24.83
EXISTING STREAM TOTAL IMPACTS;
12 CY, 218 LF, 0.018 AC
2020
2016
2012
2008
FLOW
TREAMBED
82002
2020
2016
2012
2008
PROPOSED 36" R
W/ 8" STREAMBE
2004
200780
12+09.12
PROPOSED
GRADE
'N,
EXISTING
GRADE
100—YR
FL
�'
„,,
1 I I
/-
,
/
-
1.35'
IN
ABOV
PROPOSI
,P STREAM
MATERIAL
CULVERT
1‘1
11'
^'�
'
NORMAL
DEPTH
IN
0.34'ABO\
PROPOSED
HIGH WA1
PIPE
1
40
0
40
STREAM CULVERT CROSS—SECTION — STA. 12+09.12
2020
2016
2012
OW DEPTH
E STREAMBED
ED PIPE
2008
ER FLOW
E STREAMBED
2004
82002
mcgill®
55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
SIGNED AND DATE'
):Digitally signed by
Thomas P. ThomasP.Mannino,P.E.
Mannino, P.E. Date: 2022.12.02
13:00:36-05'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
30 0 15 30
60
GRAPHIC SCALE
DIVISION VALUE = 30 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
STREAM CULVERT CROSS -SECTIONS
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
EXB-3
21.00169 BUCKEYE C. H. F. STREAM CULVERT CROSS -SECTIONS

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 STREAM IMPACT EXHIBITS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
I.
500—YR FLOODPLAIN (TYP.)
100—YR FLOODPLAIN (TYP.)
N
FEM
FLOODWAY (TYP.)
EXISTING STREAM DRAINAGE AREA
16.48 AC
UNHATCHED REMAINDER AREA IS WOODED (TYP.)
FEMA
—
2 y, ono -- -_•
2010�
10GOVERNORS VIEW ROAD
EXISTING STREAM (TYP.)
N
I
N
FEM `E'1' '�
/
PLAN
/
` I
I
/
1
//
EXISTING WETLANDS (TYP.)•
sw4AIA \
0
t
FrmA.._ f
/int
GRASSED AREA (TYP.)
IMPERVIOUS AREA (TYP.)
9\
FEW'
PtA
1
/
•
55 Broad Street
mcgill Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
SIGNED AND DATED:
Digitally signed by
Thomas P. Thomas P. Mannino, P.E.
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
80 0 40 80
160
GRAPHIC SCALE
DIVISION VALUE = 80 FEET
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
STREAM DRAINAGE MAP
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
EXB-4
21.00169 BUCKEYE C. H. F. STREAM DRAINAGE MAP

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 STREAM IMPACT EXHIBITS.DWG PLOT DATE 12/2/2022 9:38 AM ELIJAH WAKEFIELD
\ \ ��� �� ���� _\ �� 1, —'`✓ '/ f �� III F1I
��i� ice/ ���----�
. \�
i- --- -1 � � 5 SWANNA VI
INTER
NATIONAL HELP /
CENTER, INC !// _
EW DR
PIN: 965854442000000
; s ���\ 40
EXISTING ZONING. CBI -
COMMUNITY BUSINESS
FLOODPLAIN (TYP.)
500—YR FLOODPLAIN (TYP.)
i/ /
STORM DRAIN MAN-I,OLE
TOP EL: �Z008.59 -
--S-T-OBLvl DRAIN MANHOLE
TOP EL: 2008.11-3--
CATCH BASIN
2070
MAYSTRUCK SVETLANA
PLAN
7///1/ ) /0-2 l/
cid 1 If) I 1111 \\
( /// 07' j 0/0,) ///((,
�^ / (�""\ l (I )) I I lI
I PRESTON JENNA,l / �� (� /
.� 20 GOVERNORS VIEW RD = /
PIN: 965854820500000 ✓�
--� �� GIBSON LILLIAN r 11�
PIN: 965854638000000 EXISTING ZONING. RS4 1 ( /
16 GOVERNORS VIEW RD
-
L
EXISTING ZONING: RS4 / --\ N., i- \ \�L�� J / �\ PIN 965854936300000
22 GOVERNORSAPEX ' LLC
VIEW RD �
I-4/)1> "
LIMITS OF DISTURBANCE (0.59 AC)
STORM DRT MANHOLE
TOP E: 2008.81'
FOUR STAR CAR WASH, LLC
448 SWANNONOA RIVER RD
PIN: 965854511700000
8» EXISTING ZONING: RIVER
— �CPf
: 19 8.40J
\\NNN
��
INV. Ey 2002.48'
48" CPP
EXISTING 36" RCP
TOP EL: 007.69' PROPOSED SILT FENCE
(SEE COA DETAIL 7.01)
FLOODWAY (TYP.)
1 PRESTON HUNTER KYLE ��
HAFELI-MCCONNELL \\\\\ 1� 1 1 I � I �� / JJ � 1� �rr/
/� 26 GOVERNERS VIEW RD \\� \ 1 �1 ` PIN. 965864220200000 / /��/� /////� \ r /I * /ji/ ) f, J)//
� Jlll•r r � � I r l
/
REVOCABLE TRUST
PIN: 965864013900000
�✓ EXISTING ZONING: RS4 �� EXISTING ZONING:RS4 \
-
. \ —
\ SE�V�,�HLE � � �/� N1� �
OMNI
PROPOSED TEMPORARY STREAM BYPASS W/ MATTING (SEE DETAIL)
CONTRACTOR SHALL GRADE BYPASS TO PROVIDE POSITIVE
DRAINAGE OF EXISTING STREAM TO EXISTING CULVERT
/1\
N �„ RgF X N
N 'N
if
\\ \\\\ / \\
n \YAX� INLT
\\\ TOP ELF ,
\ \\\ \ ✓P�V�X I.E.: 2~4
/ \--\ N ---N
NN
/ 2 `-\ "\ _-- --•NN
//
iy
rEmA
FEMA
FEMA\
v \\
40 GOVERNORS VIEW RD -
P
\\ EXISTING ZONING: RS4 / f
/ '`
-�A AR Y EW R MA LE
TOP EL: 2014.80' \ ��
'cThJ% i/�� f l
Mq�
---Y(//(/) °
GOVERNORS VIEW ROAD
2011
PROPOSED PIPE INLET PROTECTION —
(SEE COA DETAIL 7.10)
PROPOSED CONSTRUCTION ENTRANCE
(SEE COA DETAIL 7.03)
EXISTING STREAM (TYP.)
IMPACTS: 12 CY, 218 LF, 0.018 AC
NIL 2001114'
2005
e‹?
PVC 2> I. 0-05.97'� J
�COS1 \
I
4,_\.\,\\-05 I '
.......__ \
fly ko
// N IN, i____/ ii--'\>
N
140(95
N\NNN Q ° N'N
STREAM
IMPACTS
AREA
0.018 AC
® 55 Broad Street
mcgill Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
N*
EXISTING ZONING: RIVER
SIGNED AND DATED:Digitally signed by
Thomas P. Thomas P. Mannino
P.E.
Mannino, RE. Date: 2022.12.02
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
NO.
DATE
BY
DESCRIPTION
41
I.E.:
06.4P.
sN(cixo(fr
vgF-
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
/
FEM
EXISTING 36" CMP
TO BE REMOVED
BUNCOMBE COUNTY, NORTH CAROLINA
30
0_1
2010
2(fr--'Ya r/C )j),
° t- TERMINALS, INC
PIN: 965863391700000
EXISTING ZONING: RIVER
f.
EXISTING WETLANDS (TYP.)
— --_,_----9, 4: )_) —s
I
/
30' STREAM BUFFER (TYP.)
11
EXISTING PROPERTY LINE (TYP.)
/
RIVER BEND, LLC
EXISTING ZONING: RIVER
15
(
30
FW—
60
GRAPHIC SCALE
DIVISION VALUE = 30 FEET
N
FW—
OFFICE MANAGER
M. CATHEY
DESIGNER
E. WAKEFIELD
ALDI, LLC
480 SWANNANOA RIVER RD
PIN: 965863160900000
EXISTING ZONING: RIVER
as
YARD INLET
TOP EL: 2011.62'
EROSION CONTROL PLAN - STREAM
CULVERT
PROJECT MANAGER
T. MANNINO
REVIEWER
S. BURWELL
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
EXB-5
21.00169 BUCKEYE C. H. F. EROSION CONTROL PLAN - STREAM CULVERT

P:\2021\21.00169-BUCKEYECOMHF-RIVERVIEW MANOR APARTMENTS\DRAWINGS\CIVIL\PLAN SHEETS\21.00169 6 DETAILS.DWG PLOT DATE 12/2/2022 9:39 AM ELIJAH WAKEFIELD
NOTES;
L. THIS ENTRANCE APPLIES ONLY TO
ENTRANCES FOR COMMERCIAL SITES,
2_ FIRST 5' MUST DRAIN AWAY FROM THE
STREET (MEN " PER 1' FALL)
3. FLOW FROM PROJECT SHALL NOT ENTER THE
PUBLIC STREET
4. FABRIC MAY BE ADDED UNDER THE
STONE 'WHICH WOULD ADD TOTAL LEFE TO
THE CONSTRUCTION ENTRANCE,
EXISTING ROADWAY
EXISTING ROADWAY
REMOVE CURB
AND CUTTER
PLAN
CROSS SECTION
25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
NEW CONSTRUCTION
City of Asheville, NC
Standard Specifications
and Details ani1:IT
COMMERCIAL
CONSTRUCTION ENTRANCE
REVISIONS
DATE
DESCRIPTION
STD. NO.
7.03
3' -G`
NI
I
II
11
rllii fRRR1- =P1-rurn-ljg
- IIffm-
F wIT L -
-Its .4113■ =11=1 alliorm11nle= I f='=JM11I=11=11=11 = 3=R=
I_% IIa1,.•111=11-11=11=1 =11=1In
Ix 117!Fi1=1='- .1-
2' -0- ' 11; 11-1TEEI 11 8 MIN. coVED OVEFI
i1+1ttn i 11u' SKIRT (SEE NOTE 2)
r-xmuv1�1
11�1=1j1= 1
Q. 11-
S-
Sw a f POST
'AIRE FENCING. (1B"
IC 36")
SILT FENCE FAVIIIC
(35 MIN WDTH)
SIDE VIEW
NOTES:
1. SILT FENCE MUST BE PLACED 18" (MIN) FROM TOE OF SLOPE.
IT CAN NOT BE USED TO HOLD BACK FILL MATEREALS
2_ BOTTOM T2 INCHES OF SILT FENCE MUST I9E BURIED_ PLACE IT
IN A T1EMCH a" DEEP !O 4- WIDE
3_ USE SILT FENCE. ONLY 1i!-EI`N DRAINAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED
FLOW OR IN A STREAM BED.
WIRE OR PLASTIC
TIES (3 MIN)
SLOPE
MIN. 14 GA.
FENON C
S• MATE
VARIABLE AS DIRECTED BY THE ENGINEER
SILT FENCE PARE FENCE 14 CA.
WIN/6 DPE NIHC MAX
IAAIOMUM SLOPE LENGTH AND SLOPE
WH CH SEDIMENT FENCE IS APPLICABLE,
soot
51-5 'E TENCili (FT)
141Ax11.1UM AF'FA (so F')
<2%
100
14,000
2 TO 5
75
7.500
5 7D 10%
50
5004_
10 TO 20%
25
2.500
)20%
15
1.500
4 TABLE INFORMATION TAI{EN FROIi THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, DETAIL 6.62A.
City of Asheville, NC
Standard SpeciCicatians
and Det iiih A'Iacrual
STANDARD TEMPORARY
SILT FENCE
REVISIONS
DATE
DESCRIPTION
5015
1/110;13Gq.A1FHIG R P. fle4163116
STD. NO.
7.01
mcgill
® 55 Broad Street
Asheville, NC 28801
828.252.0575
NC Firm License # C-0459
mcgillassociates.com
\\\�111III III
�o ESsi 0/4,
SEAL
50548 %O=
;so oz,
0
P MP
///0 /11111100
SIGNED AND DATES: Digitally signed by
Thomas P. Thomas P. Mannino,
P.E.
Mannino, P.E. Date:2022.12.02
13:06:12 -05'00'
THIS DOCUMENT HAS BEEN DIGITALLY
SIGNED AND SEALED IN ACCORDANCE
WITH THE STANDARD CERTIFICATION
REQUIREMENTS FOUND IN NC
ADMINISTRATIVE CODE 21-56.1103(E).
THIS DIGITAL SIGNATURE HAS BEEN
FOUND BY THE NC BOARD OF
EXAMINERS FOR ENGINEERS AND
SURVEYORS TO MEET THESE
STANDARDS. PLEASE CONTACT THE
SIGNER IF YOU NEED ASSISTANCE IN
VALIDATING THE SIGNATURE.
LI=
GRAVEL & RIP RAP FILTER BERM
BASIN DETAIL IS DESIGNED TO
PROTECT EXISTING PIPE INVERTS
THAT DRAIN 10 ACRES OR LESS.
DISTURBED AREA
(CUT. FILL, ETC.)
gCTION THRU BASIN FILTER AND CULVERT PIPE.
FLOOD STORAGE ZONE — I 3
-III�I
SEDIMENT STORAGE
1.5' MAX DEPTH
(CLEAN OUT POINT)
J E 1`=11 L=f I I
IC C 111IC �.
IT-111-[M-�•I�'1 , I - I [=f l [
MADISTUR(SLOI=E ED AREA ;jW31
TH II
�11.
•• 1
11.
SEDIMENT STORAGE
11-1 1=1, I -I I I -_I f I=11 -I
ml
II�II
1[- ll&
I7.y1 ,
PIPE iNVERT
RIP RAP HEADWALL
)T111
7.I'n7 IF
NATURAL GROUND
FLOW
1-11 C1 I I-i 1 __:.._„ -111 11-1 . 1'
IEI=11r11=111-11''—11-11E-
CLASS B RIP -RAP
#157 WASHED STONE
I71= —11I-� 11. r.i;
N
I—r ' '
i[11-
e11;=1 F
rr,I
=u
L,ii-r.� ; y
RAPD HNDW10NL TT
ilk
OF RIP RAP BERM
II-=IHIL1=i1111
- 11111 . .I.J1 W .
1 �
n!L=i-
IR
[
Fl
-1 F 1 i =11Z-Ii 41E-0-- =
. l i i-i 11 [ C ECl i-11 C-
1 1I-11 11R11111I;
;Ib1 -- CI 11--1If=1 CE[1C=-�C1C--
1r='-'1 =11,-•11-1I-`
�l57 WASHED STONE M-11CIE-"''
- ii i .LI1 1ii .i.,
1I-
St:itr.xrd SpcCili*auutfn
and Details Manual
GRAVEL & RIP RAP
PIPE INLET PROTECTION
+ESCRIP iN
STD, NO.
7.10
NO.
DATE
BY
DESCRIPTION
REDWOOD COMMONS
SENIOR LIVING APARTMENTS
BUCKEYE C. H. F.
BUNCOMBE COUNTY, NORTH CAROLINA
,;,III;
6
(15 cm
LONGITUDINAL ANCHOR TRENCH
(USE WHERE NEEDED)
6"
(15 cm
NOTES:
NOTE: MAT WITH NAG SC150 OR APPROVED EQUAL. REFER TO DETAIL EC-10 FOR MATTING INSTALLATION.
S
/\
7'
TEMPORARY STREAM BYPASS
MODIFIED FOR THIS PROJECT
NOT TO SCALE
SEE TABLE
2 MAX
SECTION VIEW
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S),
cm)
12"
(30 cm)
,
4" (10 cm)
12"
15 cm)
_ 6"
(15 cm)
2''-5"
(5cm-12.5cm)
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP'S IN A 12" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED
BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY
12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL CENTER RECP'S IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP'S WILL UNROLL WITH APPROXIMATE SIDE AGAINST THE SOIL
SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES PER MANUFACTURER'S RECOMMENDATIONS.
4. PLACE CONSECUTIVE RECP'S END OVER END WITH A 4" - 6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER
TO SECURE RECP'S
5. FULL LENGTH EDGE OF OF RECP'S AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6"
DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (DEPENDING ON TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A DOUBLE ROW OF STAPES
STAGGERED 4" APART AND 4" ON CENTER OVER ENTIRE WIDTH OF CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLE/STAKES APPROXIMATELY 12" APART IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
9. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE RECP'S.
10. SEE SCHEDULE FOR PRODUCT TYPES.
11. PRESS ENDS OF MATTING 4" INTO GROUND AROUND STRUCTURES AND STAPLE SECURELY.
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
NOTES:
1. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR
STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE
NECESSARY TO PROPERLY ANCHOR THE RECP'S.
SWALE MATTING INSTALLATION
50 0 25 50
100
GRAPHIC SCALE
DIVISION VALUE = 50 FEET
OFFICE MANAGER
M. CATHEY
PROJECT MANAGER
T. MANNINO
DESIGNER
E. WAKEFIELD
REVIEWER
S. BURWELL
UPDATED MARCH, 2017
NOT TO SCALE
EROSION CONTROL DETAILS
DATE
NOVEMBER 2022
PROJECT #
21.00169
FUNDING #
XXXXXX
SHEET
0-501
EROSION CONTROL DETAILS
.00169 BUCKEYE C. H