NCC216440_ESC Approval Submitted_20211122

ft THECITYOF
ASHEVILLE
LETTER OF APPROVAL
10/26/2021
William Chambers
C&B Toothland of Overlook Extension
10B Yorkshire Street
Asheville, NC 28803
RE: Project Name: C&B Toothland
Address: 403 Overlook Road Extension
City: Asheville
County: Buncombe
Date Received: 9/16/2021
River Basin: French Broad
Dear William Chambers and Clay Mooney, PE
City of Asheville
Development Services Department
Site Engineering Division
P.O Box 7148
Asheville, NC 28802
Phone: [phone]
www.ashevillenc.gov
Permit Number: 21-07117PZ
PIN: 964469731700000
CiviclD:
Acres Approved: 1.05
Plan Type: Digital
River Classification: B
The Development Services Department Site Engineering Division has reviewed the subject erosion and
sedimentation control plan. We find the plan to be acceptable and hereby issue this Letter of Approval.
This plan shall expire one (1) year from the date of approval, as required by the City of Asheville Unified
Development Ordinance Section 7-12-2(c)(2)f.
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under the NCG010000
Construction Stormwater General Permit. This form MUST be submitted prior to the commencement of
any land disturbing activity on the above named project. The NOI form may be accessed at
deq.nc.gov/NCG01. Please direct questions about the NOI form to Annette Lucas at
Annette. lucas(a)ncdenr.gov or Paul Clark at Paul. clark(a)ncdenr.gov. After you submit a complete and
correct NOI Form, a COC will be emailed to you within three business days. Initially, DEMLR will not
charge a fee for coverage under the NCG01 permit. However, on or after May 1, 2019, a $100 fee will
be charged annually. This fee is to be sent to the DEMLR Stormwater Central Office staff in Raleigh.
A pre -construction meeting is required to be scheduled with the City of Asheville, at which your permits
will be issued. Please bring a copy of the NCDEQ Certificate of Coverage and shop drawings to the
pre -construction meeting. Contact Nancy watford at NWatford(a)ashevillenc.gov to schedule your
pre -construction meeting.

Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to
insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, the
erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation
Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may
require revisions to the plan and implementation of the revisions to insure compliance with the Act.
Project Description:
Design Professional:
Clay Mooney, PE
Phone:
[phone]
Floodplain:
N/A
Flood Permit
N/A
Number:
Description of Work:
This parcel is currently in the planning stages to be developed as a medical office building. At this time we are only seeking minimal
zoning and rough grading approval. An agreement between this parcels owner and the owner/developer of the adjacent development
Julian Woods has been agreed to whereby the site clearing, grading, storm water and utility connections will be done by the contractor
of the Julian Woods project. A copy of that signed agreement as well as copies of the Erosion and Sediment Control Plans as prepared
by Bowman Consulting Group, which show and note that this project site has been accounted for in their runoff and basin sizing
calculations.
Plan Reviewer
Permits Requested
Approval
Date
Expiration
Date
Thana Alley
Grading
10/26/2021
10/26/2022
Inspector
Larry Williams
Phone
[phone]
Erosion & Sediment Control / Grading Permit Conditions:
1. The following documentation be kept on file at the job site:
a. City of Asheville Permit
b. The approved E&SC plan as well as any approved deviation.
c. The NCG01 permit and the Certificate of Coverage.
d. Records of inspections made during the previous 30 days.
e. Records of third party inspections.
Per Title 15A NCAC 413 .0118(a), City of Asheville UDO, and the NCG01 permit.
2. Site must stay in compliance with all federal, state and local regulations. Failure to maintain
compliance for any of the agency's stated above may result in issuance of a Notice of Violation
against the project or revocation of the Grading Permit.
3. If any of the minimum best management practices fail to adequately keep sedimentation or
stormwater on the site, it shall be the responsibility of the professional designer of record to
supply the Contractor/Owner with a correction, as well as submit correction to the Development
Services Department for approval.
4. For sites with greater than 25,000 square feet of disturbance, a contract is required between the
person financially responsible and a licensed professional for the initial inspection ensuring
erosion and sediment control measures have been installed consistent with the approved plan.
A notarized certificate of inspection agreement on a form has been received and approved by
2

the Stormwater administrator and a copy is included as part of this grading and stormwater
permit is issued.
a. The initial and signed inspection report must be filed with the DSD Site Engineering
Division prior to the commencement of any land disturbing activity.
b. A licensed professional shall conduct weekly inspections for all sites where Hillside,
Steep Slope and/or Mountain Top Protection regulations apply and bi-weekly for all other
sites.
c. All weekly inspections and bi-weekly inspections must be kept on inspection logs and
retained at the site.
5. For constructed slopes with a grade of 50% (2:1) and greater than five feet in height, inspection
and submittal of a Slope Stability Certificate are required by a North Carolina registered
professional engineer with geotechnical expertise sufficient to perform the inspection and
stability analysis.
6. Please note that Temporary Ground Cover must be established, prior to release of grading
approval for issuance of a Temporary Certificate of Occupancy. Permanent Ground Cover must
be established, prior to grading approval for the issuance of a Certificate of Occupancy.
7. Contractor must provide proof of active grading permits for any offsite borrow or waste areas.
8. Inspection request should be called into 828-259-5946, or can be scheduled via web at
www.develop.ashevillenc.gov
9. Grading Permit expires in one (1) year from date of permit issuance. A one-time, one-year
extension can be granted. Please drop off or mail the extension application form at the Permit
Application Center, 161 S. Charlotte Street, Asheville NC 28801, within 60 days prior to permit
expiration.
See Permit for additional Stormwater, Flood and Grading Conditions.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if there
is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a
preconstruction conference.
Sincerely,
Thana Alley, CFM
Plan Reviewer
Development Services Department
Site Engineering Division
3

PROJECT SUMMARY VICINITY MAP
GROUND CO\/ER
GRADING GUT 4 FILL 1/OLUMES
NOTES:
SEDIMENT CONTROL SITE WORK SEQUENCE
PIN NUMBERS:
All perimeter dikes, swales, ditches, perimeter slopes and
Approximate Gut = 466 GY +/-
I.
Gontroctor responsible for erosion control of off -site borrow
NOTE:
Gontractor may request minor modifications which will facilitate
g644-ba-7317
OWNER /CONTACT:
all slopes steeper than 3:1 shall be- provided temporary
Approximate Fill = 4,470 GY +/-
pits 4 disposal areas unless released of responsibility by
work without sacrificing erosion control and sediment control
G$B TOOTHLAND OF
cover or permanent stabilization with ground cover as soon
These calculations are approximate and do not
owner.
1.
OVERLOOK EXT LLG
as practicable but in any event within 7 calendar days from
reflect stripping and or compaction rates.
2.
A location and copies of grading permit for any offsite waste
1.1.
Install temporary mud mat construction entrance
PROJECT ADDRE-55:
IOB Yorkshire Street
the last land -disturbing activity. All other disturbed areas
Gontroctors should not use these volumes when
or borrow sites must be provided to the City of Asheville
1.2.
Install temporary silt fence as indicated
403 Overlook Road Extension
Asheville, NG 28803
shall be provided temporary cover or permanent
bidding the project. The intent of the project is to
Stormwater Services Division, Design Associates and Owners
1.3.
Install temporary sediment basin
Asheville, NG
stabilization with ground cover as soon as practicable but in
balance the grading volumes on site. If required, the
3.
Grass all areas not paved, built upon or landscaped
LANDSCAPE ARCHITECT:
any event within 14 calendar days from the last
contractor is responsible for obtaining the proper
4.
Water site to control dust during periods of dry weather.
2.
Mr. Glay Mooney
land -disturbing activity.
permits and performing erosion control for any off
5.
project will be completed in one phase with and estimated
2.1.
Glear and grub site within construction area
PROJECT INFORMATION:
Design Associates
site borrow pits $ disposal areas unless released of
construction period of 3 months from the issuance of a
2.2.
Install diversion ditches and begin earthwork
Current Zoning = GBII
12G3 Hendersonville Rd.
CONDITIONS:
responsibility by owner.
grading permit
2.3.
Install storm water system
Asheville, NG 28803
• Extensions of time ma be a roved b the ermittin
6.
Compaction reports must be provided to the Gity of Asheville
2.4.
Install inlet protection measures
Sp6ngslde Rd,
0
SITE
Overlook Rd Ext,
y pp y r- g Proposed Use = Medical Office [phone] / 277-7413 fax
authority based on weather or other site -specific Stormwater Services Division that fill has been has been
conditions that make compliance impracticable. compacted to not less than a5% maximum density (Standard 3.
3.1. As earthwork progresses, adjust diversions to fit changed
Total Size of Property = O.GBa Al +/-
• All slopes 50' in length or greater shall apply the Procter) p g � g
ground cover within 7 days except when the slope is 7. All fill slopes shall be compacted full depth to not less than slope conditions Disturbed Area = 46,123 SF / 1.05 AG
flatter than 4:1. a3.2. At the end of each work daily, percent maximum density (Standard Proctor), shall be y, construct earthen berms and
• Slopes less than 50' shall apply cover within 14 days laced on a surface cleared of rowth and debris, and be temporary diversions ditches to direct runoff into the proper
p pp y y p g erosion control measure or device as indicated on the PRE -DEVELOPMENT IMPERVIOUS AREA = 0.082 ACRES / 8% OF SITE AREA
except when slopes steeper than 3:1, the 7 day properly benched and drained. PRE -DEVELOPMENT PERVIOUS AREA = OAO8 ACRES / a2% OF THE SITE AREA
requirement applies. 8. Acceptable fill material shall be free of organic- or other drawing.
q' pp p g 3.3. maintain temporary silt fence, silt its and basins b cleaning POST -DEVELOPMENT IMPERVIOUS AREA: 0.000 ACRES / O% OF THE SITE AREA
• Any sloped area flatter that 4:1 shall be exempt from degradable materials, masonry, concrete and brick in sizes p y p y g POST -DEVELOPMENT PERVIOUS AREA.- O.Ci8ci ACRES / 100% OF THE SITE AREA
the 7 day ground cover requirement. exceeding 12 inches, and any materials that would cause the out when 1v2 full.
• Although stabilization is usually specified as ground site to be regulated as a landfill by the state of North SOIL TYPES:
cover, other methods, such as chemical stabilization may Carolina. 4. GkG2 Clifton cloyloam, 8 to 15 percent slopes, moderately eroded
be allowed on a case b case basis. 4.1. Begin establishment of temporary vegetative cover in finished
y GkD2 Clifton clayloam IS to 30 percent slopes, moderatelyeroded
• For portions of projects within the Sediment Gontrol graded areas p p
p P J � "High Quality Water Zone"
(ISA NGAG rcent UhE Udorthents-Urban land complex, 2 to 50 eslopes
Commission -defined 4.2. Remove silt fence and complete fine grading
3i' .� __.
04A. 0105), stabilization with round cover shall be / 4.3. Complete permanent vegetative cover.
gZ� /nvert ou Permit Application Number = TDB
achieved as soon as practicable but in any event on all ���
areas of the site within 7 calendar days from the last , �, ;
11
6.2 C
land disturbing act. _ Q \e�'3 - -1 _ _ 78 rem
• Portions of a site that are lower in elevation than J _ -` ' ^- J - #` --- - j
adjacent discharge locations during construction may be -016' s7 Fef w s•
exempt from the gtemporary ground cover requirementsif LONG SHOALS ROAD , l
identified on the approved Erosion 4 Sediment Gontrol !-- _� - - s%� `��- �1 RIGHT OF WAY VARIES \ SW
\ /
Plan or added by h e permitting authority. - NG � , \. °
o ODI ED M E
RY/ v
TEMPORARY SEEDING : ' a`�` �4-- , \ _ - D e P o�tn iE^ a�na t isr�-- , Z /
- \ / -D C/ GRAPHIC kALE N o
Temporary Seeding is the use of rapid growing annual l`` r0) A '�� Q-- _ DedTk-Einkp35i�,tEt r,491 �J � / N o
rases, small rains or le umes to provide. initial Q� ` "L_I'ne=22126 1°=10 _ �� _ O
g g g p Deed Book 3573 Page
_ 2 2 7 4, in=-22(3f 0 V)
temporary cover for erosion control on disturbed areas ' - - - g I 1
p y ( �o- Invert in=2199 3 - - - r' - - - - - - Flo I I
for less than twelve (12) months. Seed bed preparations O O S \ In out-2199.J' ; - - _ Invert I 1
and soil amendments shall be in accordance with the �` S�� �-- %'�� _ 1�1 1. / I I
11 11 art • - I
methods described under SEEDING AND MULGHIN6. ` / - - - - In - I
�PV r1�jQc ' - MH#32-28741 - 1 _ _ _ \ ` conc. sN \ - t I I
o� _ - - _
PERMANENT GROUND COVER: \ - _ - �-
��Q1��INE s o - TS -t- -
After construction is complete, all disturbed areas shall �I� - - \ \ \street"i n l ole and 1 I
p �� g ��\4 c �- o N tr fi c Light
receive a permanent ground cover in accordance with the. - l - _ - IDE AND, ACCE S \ .,\ 66, - g
methods described under "SEEDING AND MULGHIN6". - _ / '-cJ -�' r �%- - = \ \ ASE�T \� �+, "''• o W arpC yp) i I
S. / I
v line=2209.3
Permanent Ground Gover is the establishment of perennial wt in=2202.6(W)
vegetation cover for periods longer than twelve (12) rrt in=2200.6(SW) /
months. Seed bed preparations and soil amendments shall ?rt out=2200.5' .� �� = PROPOSED I PORARY \ �W N N II
be in accordance with the "SEEDING AND MULGHIN6" �'� _ - \ ' \�C�RAD`hN EASE ENT \ \ 1\ 1 o I
section. As a part of permanent seeding, maintenance may i 11 \ \ (
be required to maintain vegetative growth for twelve (12) I \ 8
months. This maintenance shall be considered a part of �� = i_ \ \ \ \ - �, �- © NGT o
establishing permanent ground cover. �'rc I - \ \ \ �� r6pp21 1 ° z
In vert in 06.1 ' NOTE:
REFER TO JULIAN WOODS RETIREMENT
SEEDING AND MULCHING: / • \ v� \ v �i �� II
Seeding and Mulching shall be done immediately behind COMMUNITY E SG DRAWINGS SHEETS G2.0I \ I
construction. All disturbed areas shall be dressed to a LIMITS OF DISTURBANCE � 62.1 PREPARED BY BOWMAN CONSULTING
% �, /
depth of 5 inches. The to 2 inches shall be pulverized to ) ' -- 2206 -_ \ \j _ 1 I AND INCLUDED IN THIS SUBMITTAL AS
p p p / 94.7 6 -\\ \\ `� c+� Z W I SUPPLEMENTAL INFORMATION FOR EROSION
provide an uniform seed bed. Agricultural lime shall be I
� � isti P • 3180 94.3 rc \ ``�- ` � �� 00 c� � � Z I CONTROL MEASURES AND CONTINUATION OF
applied at the rate of a5 lbs./1000 sq. ft. immediately 4 / / cement 4+ 4.3 rc i �\ �� °' N a- i iJ I PROPOSED GRADING
before plowing. Grass seed shall be applied at the rates %" - '',,�'� s4. ��\ .\ \ - o \ `\ ( Z C �I I
outlined in tables 4.1 and 4.2 s3.7P�'"y-- 3•�Q4 22s \ I W O c I
�avel driveway [Z - � a II
r 4.1v }
V I
5-10-10 fertilizer shall be applied to all disturbed areas at I 8 T '- \ \ I LU = 11
a rate of 21 Ibs./1000 sq. ft. mulching shall consist of small r I \ \ ,, \ \ I ` \ X K
grain straw applied at o rate of 7sa $ w 0 Ibs./1000 sq. ft. f , / \ \ \ 2 , LW
Mulched areas shall be tacked with asphalt or other / \ s \`\ �\ \\ \ Q BLUE RIb6E RX /
HOLDINGS L> G I
approved method sufficient to hold the straw in place, 200
to 400 gallons per acre.
ZONING = GBII
\ \ v v S 8 i4" E -V I
j � g _ \ O C & B TOOthland-ol-
- tJSE VACANT
TABLE 4.1 / // / / / 2 \ \ \ 18 \ \%�\ 2 - -I O O \ _ 4ong Shoals
!SHOULDERS SIDE DITGHES SLOPES Maximum 3:1 slo es .a2Ri \ \
L L ( p ) \ \1 ed Book 5258 Page
Dates
Type
Planting Rate
8/15 - II/1
Tall Fescue
3001bs./acre
II/1 - 3/1
Tall Fescue, Abruzzi Rye
3001b5./acre
3/1 - 4/15
Tall Fescue
3001b5./acre
4/15 - 6/30
Hulled Common Bermudagrass
7/15 - 8/15
Tall Fescue � * Browntop Millet
or * Sorghum - Sudan Hybrids
35 Ibs./acre
/// / - JULIAN WOODS RETIREMENT
Mutti-sti brick 1 GOMMUNITY LLG
�Al`NG ,�K��1NY 90 G644-6G-5161
ZONING = GBII
USE = VACANT
� I
i /metal steps 29,
Gonsult Soil Gonservation Service for additional information \ / 9 0sw - 94 sS.21 /
concerning other alternatives for vegetation of denuded 1 /1
areas. The above vegetation rates are those which do
well under local conditions, other seeding rate combinations _ / sw 94,.7
are possible. 93.5'
P .52 SW 94. 81TQ l •94.94 SW ray
1 o
* Temporary Reseed according too optimum season for 9P ' TC 45 S
p y - g p .� A. '% kb es s Ch ric
desired permanent vegetoion. Do not allow temporary _� °� A.
e Book 1
cover to grow over 12 inches in height before mowing to
keep fescue from being shaded out 9-3:97 0 0 41r T, ,
i 9`� 4.. _
TABLE 4.2 9 z -- .j- n
C ' ' x 93.88 9� 60 W
r
SHOULDERS, SIDE DITGHES, SLOPES (3.-1 and 2:1 slopes) _
93.48 TC
k /
4.04
93.37 TC ( ��•
c� / 4.36 SW� 1
51 /✓ 2998--
�94.34 EP �94. 7 SW SW
59 94.40 EP 7 MA`�iiI�L)I�)
s oli ess
Dates
T e
Plantin Rate
p ( )
3/1 - 4/15
Add Tall Fescue or
1201bs./acre
3/1 - 6/30
Add Weeping Lovegrass or
3/1 - 6/30
Add Hulled Gommon
Bermuda grass
6/1 - GO
* Tall Fescue 4
120 Ibs./acre
* Browntop Millet
25 Ibs./acre
* or Sorghum - Sudan Hybrids
30 Ibs./acre
Cl/I - 3/1
Sericea Lespedezo (unhulled)
70 Ibs./acre
4 Tall Fescue
120 Ibs./acre
Add Abruzzi Rye
25 Ibs./acre
3/I - 6/I Sericea Les edeza scarified 4 SOlbs./acre
€ SEE SHEET 05.2
i
\ 3�
IN
PfN: 9644699325 1
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� 1 \ 5.61 TC EROSION CiOl `l l 1�OL LE�7END
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O I APPROVED FOR ROUGH GRADING.
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9644694238 9 o t
/ •I�/ O , \ // Existing private right of wad
Gonsult Soil Gonservation Service for additional information O ` / / Existing 20' Permanent \ \ / (20'nor�iinalwidth) / / /� / of •r
/ Sanitary Sewer Easement O / Plat Boo /6 Page 26 and
concerning other alternatives for vegetation of denuded / / Deed Book 5333 Page 646 \ \ �/ Plat Bok 20 Page 1(�5 / �/ • I I
areas. The above vegetation rates are those which do ` / / , mailbo J y-
well under local conditions, other seeding rate combinations grass �// // \\ \ / \ j /\ j•
are possible. PARCEL 7
* - Y / / AREA O
Temporary Reseed according to optimum season for , / / 9529.1 t sq. feet or r O
desired permanent ve etoion. Do not allow temporary MH#32-28744 / y 0.219tacre o \ / /�gQ /o� s
cover trow over 1 2inches in height before mowin yto / Linda M. Gipson 1 �' / / a
9 9 g Existing 20' Permanent / -_ _ / _ I
keepfescue from beingshaded out SanitarySewer Easement ( / Deed Book 5642 Page ° -I ' J/
Deed Book 1626 Page 783 , 1 1776% / • / ° I
II
ss� Addre9r c4 WA141Rd C1786 J J �e, //• J/ i I
�xtension o_� - o L2 ej /• °
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A
"� ie ASHEVILLE YOUTH
ROWING ASSOCIATION
10021 1
Qatof box g644-65-1854
0924 20 ZONING = N/A
C5.1 La Julial. , USE =PARK
planter
Rebar with EHA cap set
Northing:649143,72'
Easting946831,97'
NAD 83(2011)
N 69°3951" W
20.98' Tie
i�i�iz0\�AL BL-OGK
THECITYOF
ASHEVILLE
Engineering Approval
Grading Only
21-07117PZ 403 OVERLOOK ROAD EXT ROUGH GRADING AND ESC PLAN
thanaalley
10/26/2021 10:21:51 AM
This certificate of approval provides notice of the right to inspect by the City of
Asheville, to ensure compliance with NC G.S.113A Article 4.
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