20221732 Ver 1_More Info Received_20230105

Moore, Andrew W
From: Warren Eadus <[e-mail]>
Sent: Thursday, January 5, 2023 7:49 AM
To: Leslie, Andrea J
Cc: Amanda Fuemmeler ([e-mail]); Moore, Andrew W; Shawn Sanes; Chris Day;
Claire Neal
Subject: [External] RE: Manna Food Bank - questions
Attachments: Manna Food Bank -Rough Grading and Erosion Control Plan.pdf
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Good morning Andrea,
Please see the following responses to your questions in red.
1. Can you provide details on the 88' of permanent stream impact? E.g., plan drawing with information
such as culvert material and size.
The 88 LF of stream impact would have an 18" HDPE storm pipe with pea stone gravel bedding around the pipe.
The gravel bedding is proposed to be roughly eight feet in width and five feet in depth under the proposed truck
drive aisle. Please see attached Rough Grading and Erosion Control Plan provided by Civil Design Concepts (CDC)
for additional detail.
2. Similarly, can you provide details on the 20' of temporary stream impact?
The 20 feet of temporary stream impact would result from installation of a sewer force main that would serve
the facility. Contactors would install the sewer line using typical construction methods (excavators, trench
boxes etc.) along with pump around techniques (small pump, hoses, coffer dams etc.) to work in the dry. Once
the sewer line is installed (buried below the depth of the bottom of the existing stream) the stream would be
restored to its current condition. Please note, the "stream" in this location has been straightened to run along
the property boundary (likely for past agricultural purposes).
3. You propose 0.132 acres of wetland fill. I believe that this requires mitigation. Can you provide the
details on how you will achieve this?
If mitigation is required, Manna will purchase appropriate mitigation bank credits (NCDMS) at a 2:1 ratio (or
approved ratio).
4. For the wetland impacts, can you complete a NCWAM form so that the mitigation ratio can be
adequately determined?
Yes, I will complete an NCWAM form and submit to your attention. This wetland occurs at the edge of an
agricultural field that has been fallow for the last couple of years. This property was recently subdivided from a
larger property that is in the Brownfields program.
Please let me know if you have any additional questions and always feel free to give me a call at 252.202.8166 to
discuss.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
90 Church Street, Suite B
Black Mountain, NC 28711
t 828.357.5149
m 252.202.8166
www.quible.com
1

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From: Leslie, Andrea J <[e-mail]>
Sent: Wednesday, January 4, 2023 11:21 AM
To: Warren Eadus <[e-mail]>
Cc: Amanda Fuemmeler ([e-mail]) <[e-mail]>; Moore, Andrew W
<[e-mail]>
Subject: Manna Food Bank - questions
Hi Warren,
I'm reviewing the PCN for Manna Food Bank, and I've a couple of questions-
1. Can you provide details on the 88' of permanent stream impact? E.g., plan drawing
with information such as culvert material and size.
2. Similarly, can you provide details on the 20' of temporary stream impact?
3. You propose 0.132 acres of wetland fill. I believe that this requires mitigation. Can
you provide the details on how you will achieve this?
4. For the wetland impacts, can you complete a NCWAM form so that the mitigation
ratio can be adequately determined?
Andrea
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Building B
Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
www.ncwildlife.org
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2

NOTES
1. ALL POTENTIALLY JURISDICTIONAL SURFACE WATERS OF THE
STATE OR UNITED STATES HAVE BEEN SHOWN ON THESE PLANS
2. RECEIVING WATER COURSE: BEETREE CREEK, CLASSIFICATION C.
3. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
4. SOME PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
5. SOIL TYPE: B,C,D
6. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK, CALL
THE CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT
828-771-4755, OR EM AIL AT INSPECTIONS©CDCGO.COM.
FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING
OR REDOING WORK
7. RETAINING WALLS:
ALL RETAINING WALL ELEVATIONS SHOWN ARE FROM TOP OF WALL
TO FINISH GRADE ELEVATION. CONTRACTOR TO ACCOUNT FOR
FOOTER/COVER OVER FOOTER. REFER TO WALL DESIGN FOR
FOOTER DESIGN. WALL DESIGN TO ALSO ACCOMMODATE STORM
PIPE PENETRATIONS PER PLANS.
WALL DESIGN TO INCLUDE FOOTING DRAIN AND MINIMUM WIDTH OF
12" OF #57 WASHED STONE BEHIND WALL FROM BOTTOM TO TOP
OF WALL.
ALL RETAINING WALLS PROVIDING A CHANGE OF GRADE OF 30"
OR MORE SHALL BE PROTECTED WITH A GUARDRAIL. THE
GUARDRAIL SHALL BE 42" MINIMUM IN HEIGHT, AND PREVENT THE
PASSAGE OF A 21" SPHERE UNLESS ADJACENT TO A WALKING
SURFACE. COORDINATE BARRIER STYLE AND COLOR WITH
ARCHITECT AND ENGINEER. SEE SITE PLAN FOR APPROXIMATE
LOCATION OF FENCING/BARRIERS.
CONTRACTOR TO SUBMIT TO OWNER AND ENGINEER FOR REVIEW
PRIOR TO ORDERING MATERIALS. CONTRACTOR TO COORDINATE
WALL STYLE AND COLOR WITH ARCHITECT AND ENGINEER.
CONTRACTOR RESPONSIBLE FOR OBTAINING BUILDING PERMIT FOR
ALL RETAINING WALLS PRIOR TO ORDERING MATERIALS OR
CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR CONSTRUCTING
RETAINING WALLS IN ACCORDANCE WITH ALL WALL
MANUFACTURERS STANDARDS AND SPECIFICATIONS.
ALL RETAINING WALLS 4' OR GREATER TO BE SUBMITTED TO
BUNCOMBE COUNTY BUILDING SAFETY DIVISION FOR REVIEW AND
APPROVAL AND CERTIFIED BY THE WALL ENGINEER UPON
COMPLETION. RETAINING WALLS SUBJECT TO ADDITIONAL
LANDSCAPING DEPENDING ON HEIGHT AND MATERIAL.
PROPOSED 50'x25'x12" CONSTRUCTION ENTRANCE
(TYP) (SEE DETAIL D3.03) (CONSTRUCTION
ENTRANCE TO BE MAINTAINED AND ADDITIONAL
STONE ADDED ON REGULAR BASIS AS NEEDED)
LATITUDE: 35.6155
LONGITUDE: —82.4346
PROPOSED RETAINING WALL WITH SAFETY RAILING
(DESIGNED BY OTHERS) (4' MAX. HEIGHT) (TYP)
3934
VSON/
)24 I
1 �I
FIAL
I'
PROPOSED 50'x25'x12" CONSTRUCTION ENTRANCE
(TYP) (SEE DETAIL D3.03) (CONSTRUCTION
ENTRANCE TO BE MAINTAINED AND ADDITIONAL
STONE ADDED ON REGULAR BASIS AS NEEDED)
LATITUDE: 35.6161
LONGITUDE: —82.4346
/ \40
I
//i
///
3F-
PROPOSED SILT FENCE
(TYP) (SEE DETAIL D3.04)
PROPOSED 18" HDPE STORM PIPE FOR SUBSURFACE DRAINAGE
OF NATURAL SPRING. PROVIDE BEDDING OF PEASTONE GRAVEL
AROUND PIPE (8' WIDE X 20' LONG X 5' DEEP)
PROPOSED TEMPORARY INLET PROTECTION
(TYP) (SEE DETAIL D3.05)
PROPOSED PERMANENT DITCH "B" TO REROUTE EXISTING
DITCH AROUND PARKING AND CONNECT TO EXISTING DITCH
BOTTOM WIDTH: 0'
SIDE SLOPE: 2:1
DEPTH: 2'
SLOPE: 5% MIN.
CHANNEL LINER: SC250
(SEE DETAIL D4.06)
•
EXISTING 30' STREAM BUFFER
(FROM TOP OF BANK)
PIN: 9659-• -1571
WYSIWY LLC
D8 539s PG GG5
ZON G:OMP
USE: 1NOUST121AL
r
SB
SF
SB
EXISTING DRAINAGE DITCH (TYP)
SB
SF
SB
EXISTING UNCLASSIFIED STREAM (TYP)
se
J 1 -
ALL SLOPES GREATER THAN 3:1 BE
HYDROSEEDED WITHIN 7 DAYS OF ESTABLISHED
FINISH GRADE FOR STABILIZATION. PERMANENT
VEGETATION SEED TO CONFORM WITH SEEDING
REQUIREMENTS SHOWN ON DETAIL SHEET.
s&
SB
/
SB SB
— _Ts B - —
SB
PROPOSED LIMITS OF DISTURBANCE (TYP)
/
SB
PROPERTY LINE (TYP)
EXISTING UNCLASSIFIED STREAM (TYP)
-
EXISTING 30' STREAM BUFFER
(FROM TOP OF BANK)
ALL SLOPES GREATER THAN 4:1
SHALL BE SEEDED WITH KENTUCKY 31.
SLOPES 4:1 OR LESS SHALL BE
SEEDED WITH VELVA TURF (TYP)
ALL 2:1 SLOPES AND GREATER TO BE STABILIZED
WITH ROLLED EROSION CONTROL PRODUCT
(NORTH AMERICAN GREEN S75BN OR APPROVED
EQUAL)
SB
CONTRACTOR TO CONVERT SEDIMENT BASIN TO
WET POND ONCE SITE HAS BEEN STABILIZED
PROPOSED 1' CONTOURS (TYP)
ys
se
SB
SB
8S
VICINITY MAP
(NOT TO SCALE)
DEVELOPMENT DATA
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
ARCHITECT:
CONTACT:
PROJECT DATA
PIN:
ADDRESS:
DEED BOOK/PAGE:
SITE ACREAGE:
ZONING:
SETBACKS:
FRONT:
SIDES:
REAR:
EXISTING USE:
PROPOSED USE:
DISTURBED AREA:
PARKING CALCULATIONS:
VEHICULAR:
REQUIRED SPACES:
MAX EMPLOYEES PER SHIFT:
TOTAL SPACES REQUIRED:
TOTAL SPACES PROVIDED:
MANNA FOOD BANK
627 SWANNANOA RIVER ROAD
ASHEVILLE, NC 28805
CLAIRE NEAL
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NC 28801
JESSE GARDNER, P.E.
[phone]
FEI CIVIL ENGINEERS AND LAND SURVEYORS
7 GLENN BRIDGE ROAD, SUITE H
ARDEN, NC 28704
MATTHEW BATTEY, PLS
[phone]
AITON ANDERSON ARCHITECTURE
117 CHERRY STREET
BLACK MOUNTAIN, NC 28711
TRIPP ANDERSON
[phone]
9689-06-4185
OLD BEE TREE RD/ 850 WARREN WILSON RD
4502/1139
±24.67 ACRES
EMP
10'
7'
15'
VACANT
WAREHOUSE
12.0 AC
2 SPACES PER 3 EMPLOYEES
PLUS 1 PER FLEET VEHICLE
150
170
210
HANDICAPPED SPACES:
SPACES REQUIRED: 7 SPACES PROVIDED: 7
BUILDING DATA:
BUILDING DESCRIPTION
BUILDING A WAREHOUSE
IMPERVIOUS CALCULATIONS:
IMPERVIOUS
PRE —DEVELOPMENT: 0.13 ACRES (01%)
POST —DEVELOPMENT: 6.29 ACRES (25%)
HEIGHT GFA
XX' 96,445 SF
PERVIOUS
24.54 ACRES (99%)
18.38 ACRES (75%)
LANDSCAPING REQUIREMENTS: SEE L101 LANDSCAPE PLAN
SOIL TYPE CkC2, DrB, HpA, KaB, UnB
SOIL GROUP: B,C,D
50
Se
s.\
s6 s
SB
SB
se
s
CDC INSPECTIONS HOTLINE:
828-771-4755 OR INSPECTION@,'CDCGO.COM
Know what's below.
Call before you dig.
NORTH
SB —
ROUGH GRADING AND EROSION
CONTROL PLAN
GRAPHIC SCALE
0 25 50
100
200
co
AV
52 WALNUT STREET - SUITE 9
cr
z Tr
0 CO
a.
no 0
000
;_
www.civildesignconcepts.com
NCBELS LICENSE #: C-2184
DESCRIPTION
CONTROL PLAN
0
0
12
LJ
0
0
CC
MANNA FOOD BANK
MANNA FOOD BANK —
DRAWN BY: DIAS
MSD PERMIT NO. 2021104
SHEET
C302
( IN FEET )
1 inch = 50 ft.