20170888 Ver 1_401 Application_20170720

Re: Bolton Culvert
To whom it may concern,
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
828.281.3350
ANCHOR
QEA w
July 18, 2017
2 0 1 70 8 8 8
The applicant, Mr. Mark Bolton, wishes to install 40 linear feet of 60 -inch HDPE culvert pipe in an
unnamed tributary of cane creek to gain access to his 33.26 -acre tract of land in Fairview, North
Carolina. The pipe will be filled with 12 -inches of streambed material to allow aquatic passage.
Erosion control measures will be installed to control sedimentation. The attached plan, PCN
application, and letter from the Army Corps of Engineers should provide the necessary information
to review the project. If you have any questions or concerns, do not hesitate to contact me.
Sincerely,
Wyatt Edsel
JUL 2 0 2017
Attachments
PCN Form
Agent Authorization Form
Site Location Map
Plan Sheets C1 and C2
Letter from Army Corps of Engineers
Check
R\Projects\Bolton, Mark\Permitting\Cover Letter.doa

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form —Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑ Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑ No
For the record only for Corps Permit:
NX Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes X❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
N Yes NX No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes NX No
2.
Project Information
2a.
Name of project:
Bolton Private Driveway Culvert
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Fairview
2d.
Subdivision name:
Old Fort Road
2e.
NCDOT only, T.I.P. or state project no. -
o:3.
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Marcus Daniel Bolton
3b.
Deed Book and Page No.
5406/0932
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
340 Dogwood Rd
3e.
City, state, zip:
Candler NC 28715-8436
3f.
Telephone no.:
T: 828-253-3621 ext.6128 C: 828-337-5086
3g. Fax no.:
F: 828-251-2146
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑X Agent ❑ Other, specify:
4b. Name:
Wyatt Edsel
4c. Business name
(if applicable):
Anchor QEA of NC, PLLC
4d. Street address:
231 Haywood Street
4e. City, state, zip:
Asheville, NC 28801
4f. Telephone no.:
828-348-2180
4g. Fax no.:
828.281.3351
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Wyatt Edsel
5b. Business name
(if applicable):
Anchor QEA of NC, PLLC
5c. Street address:
231 Haywood Street
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828-348-2180
5f. Fax no.:
828.281.3351
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 9686-38-3009
1b. Site coordinates (in decimal degrees):
ILatitude: 35.539078 Longitude: -82.415815
1 c. Property size:
33.26 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Cane Creek
2b. Water Quality Classification of nearest receiving water:
C, Tr
2c. River basin:
French Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is an undeveloped parcel of land surrounded by rural residential and small scale agricultural uses. The subject property is a mix of open fields
and forest land. The small stream the applicant wishes to install a culvert on flows through the fields near the road frontage of the property.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,000
3d. Explain the purpose of the proposed project:
The purpose of the project is to install a culvert on an unnamed tributary of cane creek to provide access to a 33.26 acre tract of residential property.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed culvert will be installed using tracked equipment. Streambed material will be placed in the bottom 12" of the culvert for aquatic passage.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑ No ❑X Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands Q Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Trib to Cane Creek
PER
DWQ
2
40
S2
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
69.
Zone 2
impact
(square
feet
B1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The impacts are necessary to gain access to the property. The unnamed tributary of Cane Creek flows along the frontage of the property and must be
crossed to access the remainder of the property. The work will take. place outside of the trout moratorium from October 15 - April 15. Erosion control
measures will be included in the plan to minimize siltation and the plan will call for the site will be stabilized as soon as possible.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The work will take place outside of the trout moratorium from October 15 - April 15. Erosion control measures will be installed to minimize siltation and
the site will be stabilized as soon as possible. Matting will be installed on all slopes 3:1 or steeper and all disturbed areas will have silt fence at the
downstream to of the slope. Heavy equipment will not be used in the stream except to prepare the culvert bedding and to install the culvert. Heavy
equipment will not cross the stream before the culvert is installed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
This
development is to install a culvert and is not expected to increase impervious surfaces at the site.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief,. narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Buncombe County
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑X Other: Not Required
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes Q No
attached?
4. DWQ Stormwater Program Review
ElCoastal counties
❑HOW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑X Other: NA
4b.
Has the approved Stormwater Management Plan with proof of approval been
Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes
❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater
generated from
the proposed project, or available capacity of the subject facility.
The project will not generate wastewater.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑Yes ❑X No
habitat?
i
5b. Have you checked with the USFWS concerning Endangered Species Ad
Impacts?
❑X Yes ❑ No
5c. If yes, Indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
We corresponded with Byron Hamstead and he informed us that there would be no impacts associated with this project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http:/twww.habitat.noaa.gov/protection/efh/efhmapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes X❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Upon reviewing the on-line database, it was determined that site does not have National Historic Trust designation.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FRIS online floodplain mapping site (ncfloodmaps.com)
ticant/Agent's
Printed Name
❑ Yes ® No
jterintJ�Ag,;Rs Signat re
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
P-� /1 F/ r�
Date

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCELID: 9686-38-3009
STREET ADDRESS: TBD Old Fort Rd., Fairview, NC 28730
Please print:
Property Owner: Marcus Daniel Bolton
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Wyatt Edsel
(Contractor / Agent)
of Anchor QEA of NC, PLLC
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
340 Dogwood Rd., Candler, NC 28715
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
I --
Authorized Signature Authorized Signa ure
Date: Date: 7- IL 2012

.., .gid
LA
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801 828.281.3350
NC Firm License No. C-0495
s
DXRIDGE DSR
,F
Nl�
BOLTON CULVERT DESIGN - SITE LOCATION MAP
USGS TOPOGRAPHIC MAP - OTEEN, NC QUADRANGLE
SCALE 1:24,000
DATE: 7/12/17
DRAWN BY: WBE

J
•
ONE �1
AT FULL SIZE IF NOT ONE
INSTALL 40' OF 60'
HDPE PIPE AT 2.5%
COMPACTED
BACKFILL
INSTALL BOULDER OUTLET
PROTECTION WITH PLUNGE POOL
USE BOULDERS TO TAKE UP
GRADE OR SLOPES NOT TO
EXCEED 2:1 WITH MATTING ON
ALL SLOPES 3:1 OR GREATER
INVERT OUT: 2299.7
WHERE POSSIBLE, DOWEL
BASE BOULDERS INTO
BEDROCK WITH #18 BAR
CULVERT CROSS
SECTION DETAIL
NTS
1 DATA BLACK
PROPERTY OWNER
MARK BOLTON
340 DOGWOOD ROAD
CANDLER NC 28715
CONTACT PERSON:
MARK BOLTON
828-253-3621
828-337-5086
DESIGN PROFESSIONAL
ANCHOR QEA OF NORTH CAROLINA, PLLC
231 HAYWOOD STREET
ASHEVILLE, NC 28801
CONTACT: WYATT EDSEL
[phone]
PROJECT NAME
BOLTON CULVERT DESIGN
PROJECT LOCATION:
277 OLD FORT ROAD
FAIRVIEW, NC 28730
PIN #:9686-38-3009
ZONING DISTRICT:
OU
WATER SHED:
CANE CREEK/FRENCH BROAD
PROPOSED USE:
RESIDENTIAL
PROPERTY SIZE 33.26 ACRES
TOTAL DISTURBED AREA: <1 ACRES
CULVERT PROFILE DETAIL
NTS
MAX
SILT FENCE DETAIL
NTS
MIN. 10 GA.
LINE WIRES
PROPOSED
ROAD GRADE
INSTALL BOULDER HEADWALL
USE BOULDERS TO TAKE UP
GRADE OR SLOPES NOT TO
EXCEED 2:1 WITH MATTING ON
ALL SLOPES 3:1 OR GREATER
�FILL PIPE WITH 12" OF
STREAMBED MATERIAL
EX STING
STREAM BED
--t INVERT IN: 2300.8
PIPE BEDDING AND
SUBGRADE SHALL
CONFORM TO PIPE
MANUFACTURER'S
SPECIFICATIONS
60" HDPE
CULVERT PIPE
STREAMBED MATERIAL
INVERT: SEE PLAN
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
. 12-1/2 GA.
ERMEDIATE
ES
GRADE
YOU DIG
aBEFORE
CALL 1-80x632-4949
9' HIGH RIP RAP
N.C. ONE CALL CEN7fR
Know Wh9Yi bHuw,
Can betom you dig.
US THE LAWI
MIN. 10 GA.
LINE WIRES
PROPOSED
ROAD GRADE
INSTALL BOULDER HEADWALL
USE BOULDERS TO TAKE UP
GRADE OR SLOPES NOT TO
EXCEED 2:1 WITH MATTING ON
ALL SLOPES 3:1 OR GREATER
�FILL PIPE WITH 12" OF
STREAMBED MATERIAL
EX STING
STREAM BED
--t INVERT IN: 2300.8
PIPE BEDDING AND
SUBGRADE SHALL
CONFORM TO PIPE
MANUFACTURER'S
SPECIFICATIONS
60" HDPE
CULVERT PIPE
STREAMBED MATERIAL
INVERT: SEE PLAN
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
. 12-1/2 GA.
ERMEDIATE
ES
GRADE
If
TR BUTARY TO/
CANE CREEK(,
y/ 7
It
Q
C- -
i
o
N S
N ry
\ � N
I
i
LOCATION OF /
STREAM d°
INSTALL BOULDER HEADWALL
USE TO RETAIN FILL OVER
CULVERT. SEE DETAILS
INVERT IN: 2300.8
INSTALL 40' OF 60"
HDPE PIPE AT 2.75%
SEE DETAILS
BACKFILL OVER PIPE TO
ACHIEVE DRIVEWAY GRADES
/ N
INVERT OUT: 2299.7
wry/
INSTALL BOULDER
OUTLET PROTECTION
WITH PLUNGE POOL
INSTALL SILT FENCE
SEE DETAILS (TYP.)
FRONT VIEW
9' HIGH RIP RAP
BERM FACED
WITH
4' BREAK *57 WASHED
STONE.
WI E STAPLES:
-I LENGTH MIN.
PROVIDE SILT FENCE BREAKS EVERY 200
- NO. 9 STAPLE
FEET OF FENCING OR AT LOW POINTS.
SILTFENCE FABRIC:
- NCDOT CLASS B
WOVEN WIRE:
1.33 LB/LIN FT STEEL POST
TOP B BOTTOM WIRES: 10 GAGE MIN.
INTERMEDIATE WIRES: 12 } GAGE MIN.
WOVEN WIRE FABRIC
STEEL POSTS:
=
o
SILT FENCE FABRIC
5' }ONG W/ANCHOR PLT.
3 o
I WIDE
MIA. WT. 1.25LB/FT
N
FILL SLOPE
- ANCHOR PLATE MIN AREA= 1450'
NOTE:
n
GRADE
USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED
6' MIN. COVER
1/4 ACRE PER IOOLF AND NEVER IN
Q
OVER SKIRT •
AREAS OF CONCENTRATED FLOW.
FOR REPAIR OF SILT
O
N�H�R KIIT
STONE USE
AN
ONC MRTNIINEER
57 WASHED
ANCHOR WHEN SILT FENCE
SIDE VIEW
IS PROTECTING CATCH
BASIN.
If
TR BUTARY TO/
CANE CREEK(,
y/ 7
It
Q
C- -
i
o
N S
N ry
\ � N
I
i
LOCATION OF /
STREAM d°
INSTALL BOULDER HEADWALL
USE TO RETAIN FILL OVER
CULVERT. SEE DETAILS
INVERT IN: 2300.8
INSTALL 40' OF 60"
HDPE PIPE AT 2.75%
SEE DETAILS
BACKFILL OVER PIPE TO
ACHIEVE DRIVEWAY GRADES
/ N
INVERT OUT: 2299.7
wry/
INSTALL BOULDER
OUTLET PROTECTION
WITH PLUNGE POOL
INSTALL SILT FENCE
SEE DETAILS (TYP.)

GENERAL NOTES (APPLICABLE TO ALL SHEETS):
1. BOUNDARY SURVEY PROVIDED 8V CPAR, INGLE, ANDERS AND ASSOCIATES INC
2. CONTOUR ELEVATIONS BASED ON FIELD VERIFIED SURVEY DATA
3. PROJECT TO BE CONSTRUCTED IN 1 PHASE
A ALL IMPROVEMENTS, MATERIALS, AND METHODS SHALL CONFORM TO THE NORTH CAROUNA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION, UNLESS
OTHERWISE NOTED ON THE PIANS OR SUPERSEDED BY ANOTHER JURISDICTION HAVING AUTHORM
S. ALL PAVEMENT MARKINGS SHALL CONFORM TO NCDOT STANDARDS
6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
STANDARDS, LATEST EDITION.
7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL ANY
SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS
ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE
CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE
& IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A) PREVENT ANY DAMAGE TO PRIVATE
PROPERTY AND PROPERTY OWNERS POLES, FENCES, SHRUBS ETC 6) PROTECT ALL UNDERGROUND
UTILITIES. C) NOTIFY ALL UTILITY COMPANIES AND FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF
ALL UTILITIES PRIOR TO START OF CONSTRUCTION. NOTIFY OWNER OF ANY POTENTIAL CONFLICTS WHICH
MAY EXIST BETWEEN THE OUSTING UTILITIES AND CONSTRUCTION PLANS.
9. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL CONFORM 70 THE NCDOT STANDARD SPECIFICATIONS AND DRAWINGS.
PEDESTRIAN AND VEHICULAR TRAFFIC FLOW $HALL BE MAINTAINED DURING ALL PHASES OF THE
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK
ON PROJECT.
1M CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER N
STREETS, DRIVES, TRUCK COURTS TRENCHES, ETC WILL NOT BE ACCEPTABLE
11. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY
THE CONTRACTOR TO AT LEAST THE SAME
CONDITION THAT THE REAL PROPERTY OR EXISTING
IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S
APPROVAL: MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO
THE CONTRACTOR RESTORATION SHALL INCLUDE BUT NOT BE LIMITED TO RIEGRASSING, REVEGETATION,
REPLACING FENCES, REPIADNG TREES ETC
12. WHERE PRESENT, CONTRACTOR SHALL MAINTAIN EXISTING SANITARY SEWER AND WATER SERVICE AT ALL
TIMES WRING CONSTRUCTION.
13. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES AND ADJUSTMENT OF
EXISTING SANITARY SEWER CLEANOUTS, WATER METERS AND ANY OTHER APPURTENANCES TO NEW GRADE
AS REQUIRED.
14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL
STORM WATER POLLUTION PREVENTION LAWS AND ORDINANCES.
1S. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO NCDOT REQUIREMENTS. ALL SAWCUTS SHALL BE
FULL DEPTH CUTS. CONTRACTOR SHALL MAKE EFFORTS TO PROTECT CONCRETE EDGES ANY LARGE SPALLED
OR BROKEN EDGES SHALL BE REMOVED BY SAWCUITING PAVEMENT PRIOR TO REPLACEMENT.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES THROUGH THE
COMPLETION OF THE PROJECT AND THROUGH THE ESTABLISHMENT OF VEGETATION SUFFICIENT TO
PROVIDE EROSION PROTECTION. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
TEMPORARY EROSION CONTROL MEASURES PRIOR TO PROJECT CLOSE-OUT.
17. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORYAUFHORRIES,
18, ALL DISTURBED AREAS ARE TO BE STABILIZED AND SEEDED WITHIN 14 DAYS OF DISTURBANCE UNLESS
OTHERWISE NOTED.
PAVING:
I. ALL CONCRETE CURB, WALK, AND HARDSCAPE SURFACES SHALL BE CONSTRUCTED ON W MIN. OF
COMPACTED ABC
2 NEW CONCRETE WALK INSTALLED ADJACENT TO EXISTING CONCRETE CURB AND/OR WALK SHALL BE
DOWELED OR OTHERWISE PHYSICALLY CONNECTED TO PREVENT DIFFERENTIAL MOVEMENT. SEE DETAIL
3. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 400D PSI
AT 28 DAYS.
4. CONTRACTOR SHALL COVER ALL CASTINGS WITH TAR PAPER OR SIMILAR PROTECTION, PRIOR TO PAVING.
CASTINGS WITH EVIDENCE OF PAVING MATERIALS SHAD. BE CLEANED BY THE CONTRACTOR WITH NO
ADDITIONAL COST TO THE CONTRACT.
TESTING:
1. THIRD PARTY TESTING SHALL BE REQUIRED FOR THE SUBGRADE AGGREGATE BASE COURSE (ABC) AND
TRENCH BACKFILL
2. SUBGRADE MOISTURE DENSITY TESTING SHALL BE PROVIDED AT ONE TEST PER SOL TYPE AND
COMPACTION TESTING AT ONE TEST PER 400 SF. ABC TESTING SHALL INCLUDE 1 MOLSTURE-DENSITY TEST
PER SOURCE AND COMPACTION TESTING AT ONE TEST PER 400 SF.
3. TRENCH BACKFILL SHALL INCLUDE ONE MOISTURE -DENSITY TEST PER SOIL TYPE AND ONE COMPACTION
TESTING AT ONE PER 40D SF PER UFT.
GRADING NOTES (APPLICABLE TO ALL SHEETS):
1. UNLESS OTHERWISE NOTED IN THESE PIANS, SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH
APPENDIX J OF THE NC BUILDING CODE
Z. THE SURFACE OF AREAS TO BE GRADED SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION,
TOPSOIL AND OTHER UNSUITABLE MATERIALS, AND SCARIFYING THE GROUND TO PROVIDE A BOND WITH
THE FILL MATERIAL
3. WHERE LISTING GRADE EXCEEDS 5:1 (HORQOWAL:VERTICAL) AND THE DEPTH OF FILL EXCEEDS 5 FEED
BENCHING SHALL BE PROVIDED. A 2 -FOOT DEEP BY 10 -MT WIDE KEY SHALL BE PROVIDED AT THE TOE OF
THE FILL SLOPE REFER TO NC BUILDING CODE SECTION 107 FOR ADDITIONAL DETAIL
CERTIFICATION OF CUT AND FILL SLOPES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
MADE BY GEOTECHNICAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA UNLESS
OTHERWISE NOTED, ALL CUT
AND FILL SLOPES PROPOSED BY THESE PINTS SHALL BE 2:1 (HORIZONTALWATICAL) OR FLATTER
4. CUT AND FILL SLOPES (EMBANKMENTS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARD
SPECIFICATION SECTION 235 OR THE GEOTECHNICAL (SOILS) REPORT RECOMMENDATIONS, WHICHEVER IS
MORE RESTRICTIVE AT A MINIMUM, ALL FILL SLOPES SHALL BE PLACED IN 104NCH MAXIMUM LIFTS
COMPACTED TO NOT LESS THAN 95 PERCENT DENSITY (STANDARD PROCTO). CONTRACTOR SHALL
ARRANGE FOR INDEPENDENT COMPACTION TESTING RESULTS TO BE PND FOR BY THE OWNER/DEVELOPER
S. NO GRADING SHALL OCCUR WITHIN 2 FEET OF A PROPERTY LINE WITHOUT WRITTEN PERMISSION FROM THE
ADJACENT PROPERTY OWNER
6. UNLESS OTHERWISE INDICATED N THESE PIANS TERRACES SHALL BE PROVIDED AS FOLLOWS: WHERE
GRADES EXCEED 3:1 (HORIZONTALNERTICAL), TERRACES AT LEAST 6 FEET IN WIDTH SHALL BE CONSTRUCTED
AT NOT MORE THAN 30 -FOOT VERTICAL INTERVALS ON ALL CUT OR FILL SLOPES. SWAIES SHALL BE
PROVIDED ON TERRACES IN ACCORDANCE WITH NC BUILDING CODE SECTION J109.
7. FINE GRADING AND SEEDING SHALL OCCUR AT ALL AREAS DISTURBED BY THE WORK OF THE PROJECT THAT
ARE NOT PROGRAMMED FOR PAVEMENT OR BUILDINGS.
& FINE GRADING SHALL INCLUDE APPLICATION O 2-3 INCHES OF TOPSOIL AND REMOVAL O ALL DEBRIS
(ROOTS, ROCKS TRASH, AND OTHER FOREIGN MATERIAL) LARGER THAN 21NCHES IN ANY DIMENSION. FINE
GRADING SHALL ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND IN GENERAL ACCORDANCE WITH
THE DRAINAGE PLANS. LANDSCAPE AREAS SHALL NOT BE SLOPED LESS THAN 2%.
9. GROUND COVER REQUIREMENTS:
ALL DISTURBED AREAS SHALL BE PLANTED WITH AN APPROVED GROUND COVER WITHIN 14 CALENDAR DAYS.
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES STEEPER THAN 3:1 MUST BE
STABILIZED IN 7 DAYS. SLOPES 50'
OR GREATER IN LENGTH MUST BE STABILIZED WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS FLATTER THAN 4:1.
SLOPES LESS THAN SO' MUST BE STAIIKMD IN 14 DAYS EXCEPT WHEN THE SLOPE IS STEEPER THAN 3:1, THEN
THE 7 DAY REQUIREMENT APPLIES. INSTALL TEMPORARY SEEDING ON ALL AREAS THAT WILL BE LEFT IDLE FOR
MORE THAN 14 DAYS. HARDWOOD MULCH IS AN ACCEPTABLE TEMPORARY COVER BUT MAY NOT BE
BLENDED INTO THE SUBGRADE AND WILL BE REQUIRED TO BE REMOVED PRIOR TO CONTINUATION OF THE
WORK FOR PROJECT AREAS WITHIN THE -HIGH QUALITY WATER ZONE' (1 SA NCAC D4A.0105), STABILIZATION
SHOULD BE ACHIEVED AS SOON AS PRACTICABLE BUT NO LATER THAN 7 DAYS.
% DUST CONTROL:
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK OF THE PROJECT.
INSTALL TEMPORARY OR PERMANENT SURFACE STABILIZATION MEASURES IMMEDIATELY AFTER COMPLETING
LAND DISTURBANCE LANDSCAPE AREAS SHALL BE PLANTED AND STABILIZED WITH MULCH OR
GROUNDCOVER AS SOON AS POSSIBLE. AREAS SUBJECT TO TRAFFIC SHALL BE STABILIZED WITH THE
APPLICATION OF WATER (SPRINKLING), SPRAY -ON ADHESIVES (EG. ASPHALT EMULSION, ETC), CALCIUM
CHLORIDE, OR STONE DUST CONTROL SHALL INCLUDE THAT CAUSED BY SAW -CUTTING AND SIMILAR DUST
GENERATING ACTIVITIES. WIND FENCE OR SIMILAR BARRIERS MAY BE REQUIRED DURING PARTICULARLY
WINDY, DRY CONDITIONS. TILLAGE (LE DEW PLOWING TO BRING CLADS TO THE SURFACE) MAY BE USED AS
AN EMERGENCY MEASURE FOR LARGE OPEN AREAS. DUST CONTROL MEASURES SHALL BE MAINTAINED BY
THE CONTRACTOR THROUGHOUT THE DRY WEATHER UNTIL ALL DISTURBED AREAS ARE STABILIZED.
EROSION CONTROL NOTES (APPLICABLE TO ALL SHEETS):
1. STRAW MULCH AND TALL FESCUE SHOULD NOT BE USED IN RIPARIAN AREAS.
2. IF CONCRETE 5 USED (EG. HEADWALLS), A DRY WORK AREA MUST BE MAINTAINED TO PREVENT DIRECT
CONTACT BETWEEN CURING CONCRETE AND STREAM WATER WATER THAT INADVERTENTLY CONTACTS
LIVE CONCRETE MUST NOT BE DISCHARGED TO SURFACE WATERS DUE TO THE POTENTIAL FOR WATER
CHEMISTRY CHANGE AND FISH KILLS
3. ROCK, SAND OR OTHER MATERIALS MUST NOT BE EXCAVATED FROM THE STREAM CHANNELS EXCEPT IN
THE IMMEDIATEINITY OF
VK THE CULVERT LOCATIONS. THE NATURAL DIMENSION, PATTERN, AND PROFILE
OF THE CHANNEL UPSTREAM AND DOWNSTREAM OF THE CULVERT MUST NOT BE MODIFIED.
4. SANDBAGS FLEXIBLE PIPE, OR OTHER DIVERSION STRUCTURES SHOULD BE USED TO AVOID EXCAVATING IN
FLOWING WATER MATERIALS USED FOR FLOW DIVERSION SHOULD BE REMOVED FROM THE STREAM BED
AFTER COMPLETING THE CONSTRUCTION WDRK ANY DIVERSION CHANNELS MUST BE LINED WITH FILTER
FABRIC AND/OR ROCK
5. ROCK AND OTHER MATERIALS PLACED TEMPORARILY IN STREAMS FOR FORDS MUST BE REMOVED AND THE
STREAM CHANNELS RESTORED TO EXISTING CONDITIONS AFTER THE FORDS ARE NO LONGER NEEDED.
6. RIPARIAN VEGETATION ESPECIALLY TREES AND SHRUBS, SHOULD BE PRESERVED AS MUCH AS POSSIBLE
NATIVE WOODY VEGETATION (EG. RHODODENDRON, DOG HOBBLE SILKY DOGWOOD, SYCAMORE, RIVER
BIRCH, RED MAPLE) SHOULD BE REESTABLISHED DOWNSTREAM OF THE CULVERTS AND FORD IF IT IS
REMOVED DURING CONSTRUCTION TO PROVIDE BANK STABILITY AND SHADING. THE USE OF NATIVE
PLANTS THAT MUST BE REMOVED FROM PE ANE14TLY DISTURBED AREAS IS ENCOURAGED.
T ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHOULD BE INSPECTED AND
MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS, LUBRICANTS,
HYDRAULIC FLUIDS OF OTHER TOXIC MATERIALS.
6. DISCHARGING HYDROSEED MIXTURES AND WASHING OUT HYDROSEEDERS AND OTHER
EQUIPMENT IN OR ADJACENT TO SURFACE WATERS IS PROHIBITED.
9. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY AND AFTER ANY RAINFALL
DEFICIENCIES SHALL BE CORRECTED IMMEDIATELY. A DAILY RECORD SHALL BE MAINTAINED ON THE SITE BY
THE CONTRACTOR PROJECT SITE CONDITIONS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES. EROSION CONTROL MEASURES AND MAINTENANCE SHALL BE IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL
SEEDING NOTES (APPLICABLE TO ALL SHEETS):
1. SEED -MOMS.-
UNLESS
OOS:UNLESS OTHERWISE SPECIFIED ON THE LANDSCAPE PLAN, SEEDING SHALL CONSIST OF A MIXINCLUDING
ALL OF THE FOLLOWING SPECIES:
KENTUCKY BLUEGRASS -1 LB/1000 SF
TALL FESCUE - 5 LB/1000 SF
FINE FESCUE -1 03/1000 SF
ACCEPTABLE CULTIVARS OF THE ABOVE GRASSES ARE LISTED IN CAROLINA LAWNS: A GUIDE TO
MAINTAINING QUALITY NRF IN THE LANDSCAPE, TABLE 3. COOL -SEASON GRASS CULTIVARS WITH
EXCELLENT PERFORMANCE IN NORTH CAROLINA AS PUBLISHED BY THE NORTH CAROLINA COOPERATIVE
EXTENSION. THIS DOCUMENT IS AVAILABLE ONLINE AT:
H7TP,//WWW.TURFRLESNCSU.E U/PDFFILEWN175/CAROUNA LAWNSPDF
OR FROM THE ENGINEER CONTRACTOR SHALL PROVIDE LABELS FOR THE SEED MM TO THE ENGINEER
FOR APPROVAL PRIOR TO APPLICATION.
2. FERTILIZING:
UNLESS OTHERWISE DETERMINED BY A SOIL TEST FOR THE SUBJECT PROPERTY, FERTILIZER SHALL BE
APPLIED AT THE FOLLOWING RATES:
PRIOR TO PLANTING, SOIL SHALL BE PREPARED WITH THE FOLLOVAN&
GROUND LIMESTONE 75 U11/1000 SF
N -P -K TURF -GRADE FERTILIZER APPLIED AT A RATE OF 1 UB NITROGEN/1000 SF. THE FERTILIZER SHALL HAVE
A 3-1-2 OR 4-1-2 ANALYSIS.
CONTRACTOR SHALL PROVIDE LABELS FOR THE FERTILIZER TO THE ENGINEER FOR APPROVAL PRIOR TO
APPLICATION.
3. MOWING:
CONTRACTOR SHALL BE RESPONSIBLE FOR MOWING GRASS THROUGHOUT THE DURATION OF THE
PROJECT. GRASS SHALL BE CUT TO A HEIGHT NO LESS THAN 25' WHEN IT HAS ACHIEVED A HEIGHT OF
APPROXIMATELY 4. MOWING WITH A SHARP, MULCHING TYPE BLADE IS PREFERRED AND CUPPINGS MAY
BE LEFT IN PLACE WHEN GRASS IS ALLOWED TO EXCEED THE PREFERRED HEIGHT FOR MOWING OR IF THE
GRASS IS CUT DURING WET CONDTTIONS THE CUPPINGS SHALL BE BAGGED OR RAKE) AND REMOVED
FROM THE SITE
F. WATERING:
CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A CONTINUOUS CLOSE STAND OF GRASS WITH NO
GAPS OR BARE SPOTS EXCEEDING A HANDY BREADTH. WHEN REQXRED TO GERMINATE OR SUSTAIN THE
GRASS UNTIL THE PROJECT K COMPLETE, WATER SHALL BE APPLIED IN THE MORNING AT A RATE OF 0.5
INCH EVERY THREE TO FOUR DAYS.
CONSTRUCTION SEQUENCE (APPLICABLE TO ALL SHEETS):
1. PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO INSTALL A RESIDENTIAL DRIVEWAY
CULVERT ON A SMALL TRIBUTARY OF CANE CREEK IN FAIRVIEW, NORTH CAROLINA
2. SITE DESCRIPTION: THE SITE IS LOCATED OF DID FORT ROAD IN FAIRVIEW, NORTH CAROLINA IT IS A
3326 ACRE PARCEL ZONED OU. THE PROPERTY SLOPES UPWARDS AS YOU MOVE FARTHER SOUTH
FROM OLD FORT ROAD. THERE IS AN LISTING POND ON THE PROPERTY AND 2 SMALL STREAMS.
3. ADJACENT PROPERTY: ADJACENT PROPERTIES ARE RESIDENTIAL AND COMMERCIAL ALL EFFORTS WILL
BE TAKEN TO PREVENT SEDIMENT FROM LEAVING THE SITE. THESE EFFORTS INCLUDE INSTALLATION OF
SILT FENCE, MATTING, ETC
4. SOILS: ACCORDING TO THE USDA WEB SOIL SURVEY, THE SOILS IN THE AREAS CONSIST MAINLY OF
TATE LOAM, 8 TO 15 PERCENT SLOPES, THESE SOILS ARE WELL DRAINED WITH A MEDIUM RUNOFF
CLASS,
S. OBTAIN LAND DISTURBING PERMIT FROM JURISDICTION HAVING AUTHORITY, AND ATTEND PRE
CONSTRUCTION MEETING.
PLANNED PRACTICES:
1. SILT FENCE - PRACTICE 6.62
SILT FENCE SHOULD BE PLACED ALONG TOPOGRAPHIC ELEVATION CONTOURS WHERE IT CAN INTERCEPT
STORMWATER RUNOFF THAT IS IN DUSPERESED SHEET FLAW. SEDIMENT FENCE SHOULD NOT BE USED
ALONE BELOW GRADED SLOPES GREATER THAT 10' FEET IN HEIGHT.
AFTER INSTALLING THE CONSTRUCTION ENTRANCE, AND PRIOR TO ANY OTHER CONSTRLKTION OR
CLEARING, INSTALL ALL PERIMETER EROSION CONTROL DEVICES INCLUDING SILT FENCE
INSTALL SEDIMENT TRAPS SEDIMENT &IONS TEMPORARY DIVERSION DITCHES AND CRIT -ET
PROTECTIONS AS SHOWN ON THE PIANS.
INITIATE THE CLEARING AND GRADING OPERATION MAINTAIN ALL SEDIMENT CONTROL DEVICES
THROUGHOUT THE CONSTRUCTION PHASE AND UNTIL ALL DISTURBED AREAS NAVE BEEN STABILIZED.
INSTALL PRINCIPAL STORM DRAINAGE, INCLUDING INLET AND OUTLET PROTECTION DIRECT TEMPORARY
DITCHING TO YARD INLETS WITH STONE INLET PROTECTION IN PLACE GRADE PERMANENT DIVERSION
DITCHES TO DIRECT UPSLOPE RUNOFF TO BYPASS THE DISTURBED AREAS WITHIN THE CONSTRUCTION
AREAS, THESE PERMANENT DIVERSION DITCHES SHALL INCORPORATE STONE CHECK DAMS AS INDICATED
ON PLAN. THE DITCHES ARE TO BE SEEDED OR OTHERWISE STABILIZED WITHIN 14 CALENDAR DAYS OF
GRADING.
AFTER CONSTRICTION AND ALL DISTURBED AREA HAVE BEEN STABILIZED, CONTRACTOR SHALL REMOVE
ALL TEMPORARY SEDIMENT CONTROL MEASURES
REQUEST FINAL APPROVAL FROM ENGINEER AND JURISDICTION HAVING AUTHORITY.
7/tY/J,7
O
N
V

From: Mark Bolton
Sent: Thursday, April 06, 2017 4:33 PM
To: '[e-mail]'
Subject: FW: culvert
FYI
Mark Bolton
Bolton Construction & Service of WNC, Inc. - Since 1925
T: 828-253-3621 ext.6128 C: 828-337-5086 F: 828-251-2146
-----Original Message -----
From: Elliott, William A CIV USARMY CESAW (US) [mailto:[e-mail]]
Sent: Friday, March 31, 2017 2:42 PM
To: Mark Bolton
Subject: culvert
Subject: No Army Corps of Engineers Notification Required for Use of NWP 14
Thank you for speaking with me about using a Nationwide Permit XX (NWP 14), which
authorizes activities in waters of the U.S. (WoUS) associated with NWP 14. The work you
described includes culvert installation on Old Fort Road near Fairview in Buncombe County,
North Carolina. As described, the proposed project would involve approximately 25 linear feet
of permanent impacts to streams.
On March 19, 2017, the regional conditions of NWP X14 pertaining to notification
requirements changed. These changes affect the requirements for submittal of pre -
construction notification for work conducted in the western counties of North Carolina. Based
upon details provided for your project, you are not required to submit pre -construction
notification to our office. You may proceed with your work as proposed provided it is
accomplished in accordance with all the conditions of the attached NWP 14.
Your project is located in a North Carolina Wildlife Resources Commission designated trout
watershed. Per regional condition 1.2, no work in streams at this location can be conducted
between October 15 and April 15 during the trout waters moratorium. Also, your project must
meet the requirements of regional condition 3.6 for installation of culverts. These
requirements define measures which promote the safe passage of fish and other aquatic
organisms and are to be included in the construction/installation of culverts.
5

This statement does not preclude the need to obtain other applicable federal, state, or local
authorizations for your project. The changes to NWP XX may not affect the pre -construction
notification requirements to receive the required corresponding Clean Water Act Section 401
Water Quality Certification from North Carolina Division of Water Resources (DWR). Please
contact the county project manager at 828-296-4500, to determine the required pre -
construction notification/permit application submittal process for DWR.
If you have any questions regarding this information, you may contact me at 828-271-7980
ext. 4224.
Sincerely,
William Elliott
Regulatory Specialist
US Army Corp of Engineers
Asheville Regulatory Field Office
151 Patton Ave, Room 208
Asheville, NC 28801
Phone: [phone], ext 4224
Fax: [phone]
Remember! Water is the Universal solvent and ... "it runs downhill"
The Wilmington District is committed to providing the highest level of public support. Please
vist our website at:
https:Hna0l.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.saw.usace.army.mil
%2FMissions%2FRegulatoryPermitProgram.aspx&data=02%7C01%7Cwedsel%40anchorgea.co
m%7C07bb8c646a l l434a2fOb08d497cd65d7%7C96309e688f854586858598c880511f94%7C0
%7CO%7C636300355818023962&sdata=cPmmKJgN EmsOsgGJW55mxY4GdgUjeWXylAByH EGA
Uql%3D&reserved=0
Please assist us in better serving you! Please complete the customer survey by clicking on the
following link:
https:Hna0l.safelinks.protection.outlook.com/?url=http%3A%2F%2Fper2.nwp.usace.army.mil
%2Fsurvey.html&data=02%7C01%7Cwedsel%40anchorgea.com%7C07bb8c646all434a2fOb08
d497cd65d7%7C96309e688f854586858598c880511f94%7CO%7CO%7C636300355818023962
&sdata=P4ab505Dd3Zx%2FsLnZVnAGBa%2F%2BYCWmpRYJa%2B5eK%2BnAtc%3D&reserved=
0

From: Mark Bolton
Sent: Thursday, April 06, 2017 4:33 PM
To: '[e-mail]'
Subject: FW: culvert
FYI.
Mark Bolton
Bolton Construction & Service of WNC, Inc. - Since 1925
T: 828-253-3621 ext.6128 C: 828-337-5086 F: 828-251-2146
oCC�C� �I
f-JU-L9, _02017
-----Original Message -----
From: Elliott, William A CIV USARMY CESAW (US) [mailto:[e-mail]]
Sent: Friday, March 31, 2017 2:42 PM
To: Mark Bolton
Subject: culvert
Subject: No Army Corps of Engineers Notification Required for Use of NWP 14
r,
Thank you for speaking with me about using a Nationwide Permit XX (NWP 14), which
authorizes activities in waters of the U.S. (WoUS) associated with NWP 14. The work you
described includes culvert installation on Old Fort Road near Fairview in Buncombe County,
North Carolina. As described, the proposed project would involve approximately 25 linear feet
of permanent impacts to streams.
On March 19, 2017, the regional conditions of NWP X14 pertaining to notification
requirements changed. These changes affect the requirements for submittal of pre -
construction notification for work conducted in the western counties of North Carolina. Based
upon details provided for your project, you are not required to submit pre -construction
notification to our office. You may proceed with your work as proposed provided it is
accomplished in accordance with all the conditions of the attached NWP 14.
Your project is located in a North Carolina Wildlife Resources Commission designated trout
watershed. Per regional condition 1.2, no work in streams at this location can be conducted
between October 15 and April 15 during the trout waters moratorium. Also, your project must
meet the requirements of regional condition 3.6 for installation of culverts. These
requirements define measures which promote the safe passage of fish and other aquatic
organisms and are to be included in the construction/installation of culverts.
5

This statement does not preclude the need to obtain other applicable federal, state, or local
authorizations for your project. The changes to NWP XX may not affect the pre -construction
notification requirements to receive the required corresponding Clean Water Act Section 401
Water Quality Certification from North Carolina Division of Water Resources (DWR). Please
contact the county project manager at 828-296-4500, to determine the required pre -
construction notification/permit application submittal process for DWR.
If you have any questions regarding this information, you may contact me at 828-271-7980
ext. 4224.
Sincerely,
William Elliott
Regulatory Specialist
US Army Corp of Engineers
Asheville Regulatory Field Office
151 Patton Ave, Room 208
Asheville, NC 28801
Phone: [phone], ext 4224
Fax: [phone]
Remember! Water is the Universal solvent and ... "it runs downhill"
The Wilmington District is committed to providing the highest level of public support. Please
vist our website at:
https:Hna0l.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.saw.usace.army.mil
%2FMissions%2FRegulatoryPermitProgram.aspx&data=02%7C01%7Cwedsel%40anchorgea.co
m%7C07bb8c646all434a2fOb08d497cd65d7%7C96309e688f854586858598c880511f94%7C0
%7CO%7C636300355818023962&sdata=cPm m KJgN EmsOsgGJ W55 mxY4GdgU jeWXylAByH EGA
Uql%3D&reserved=0
Please assist us in better serving you! Please complete the customer survey by clicking on the
following link:
https:Hna0l.safelinks.protection.outlook.com/?url=http%3A%2F%2Fper2.nwp.usace.army.mil
%2Fsurvey.html&data=02%7C01%7Cwedsel%40anchorgea.com%7C07bb8c646a ll434a2fOb08
d497cd65d7%7C96309e688f854586858598c880511f94%7CO%7CO%7C636300355818023962
&sdata=P4ab505Dd3Zx%2FsLnZVnAGBa%2F%2BYCWmpRYJa%2B5eK%2BnAtc%3D&reserved=
0