20140880 Ver 1_401 Application_20140814

CAVAN
August 12, 2014
NC DWQ, WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
Re.: Gordon Bros. Access Road - Pre Construction Notification
Please find attached the completed PCN form for a project planned in Iredell County. The Owner
desires to construct an access road to provide access to a currently undeveloped parcel. The access
road requires the crossing of Third Creek Tributary 3B. We have completed the preliminary design
of the road and culvert (included) and attempted to minimize the disturbance to the stream. The
disturbance should be limited to 35 feet.
We have submitted the same documentation to the Corps of Engineers for the Corps 404.
Please do not hesitate to call if you have questions or need additional information.
Sincerely,
CAVANAUGH & ASSOCIATES, P.A.
Tory N. Wagoner, PE, PLS
AUG 1 4 2014
530 North Trade Street, Suite 302
�n�� Winston- Salem, NC 27101
���
YY YY YY. cavanaughsolutions. com Office 336.759.9001
Fax [phone]

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1 1 >_
20140880
Office Use Only:
P'11o'rrs action ID no.
DWQ project no.
orm Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
0 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. 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:
❑ Yes [I 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.
[] Yes No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
Gordon Bros. Access Road
2b. County:
Iredell
2c. Nearest municipality / town:
Statesville
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Gordon Bros. 011 a U 1V
3b. Deed Book and Page No.
DB 914, PG. 1767 "M
3c. Responsible Party (for LLC if
applicable):
AUG 1 4 201
3d. Street address:
1300 Salisbury Road UALtT f
3e. City, state, zip:
Statesville, NC 28625 Sarmw °'r aranc�
3f. Telephone no.:
7041873 -9004
3g. Fax no.:
704/873 -9999
3h. Email address: j
louis @gordoniron.com
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Tory Wagoner, PE /PLS 1
5b. Business name
(if applicable):
Cavanaugh & Associates, P.A.
5c. Street address:
530 N. Trade Street, Suite 302
5d. City, state, zip:
Winston - Salem, NC 27101
5e. Telephone no.:
338/759 -9001
5f. Fax no.:
5g. Email address:
tory.wagoner @cavanaughsolutions.com
Page 2 of 10

B. Project information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
4763913905.000
1 b. Site coordinates (in decimal degrees):
I Latitude: 35.748 Longitude: -80.786
1c. Property size:
75.36 acres
2. Surface Waters
2a. Name,of nearest body of water to proposed project:
Third Creek Tributary 313
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin Pee -Dee
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 currently partially undisturbed and partially the remains of a borrow site from a recent NCDOT roadway project. Surrounding parcels are
generally industrial in use and the site Is adjacent to a currently undeveloped industrial business park. There is some residential development to the
west 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: 1,050
3d. Explain the purpose of the proposed project:
Provide an access road to the parcel from its eastern boundary
3e. Describe the overall project in detail, including the type of equipment to be used: -
An 18' gravel road will be constructed connecting to Business Park Drive. The roadway will require crossing the stream and will be done with a plannec
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
project (including all riot phases) in the past?
❑ Yes X❑ No ❑ Unknown
Comments:
4b. if the Corps made the jurisdictional determination, what type
of determination was made?
El 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.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
The site was a permitted borrow site for an NCDOT project.
6. Future Project Plans
6a. is this a phased project?
0 Yes ❑ No
6b. If yes, explain.
It is feasible that the site could be developed for industrial use, but there are no current plans by the Owner to pursue development at this point.
Page 3 of 10
PCN Form — Version 1,4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands n 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,
Tem cra
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWO (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
YeslNo
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
Third Creek Trib 38
PER
Corps
9
35
S2
Choose one
S3
Choose one
_
S4 -
Choose one
-
S5
Choose one
_
_
S6
Choose one
-
3h. Total stream and tributary impacts
35
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 individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
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.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
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 fifl 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 )
6g.
Zone 2
impact
(square
feet
B1
Yes /No
B2
Yes/No
B3
Yes /No
84
YeslNo
B5
YeslNo
86
Yes /No
6h. Total Buffer Impacts:
61. 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.
Use or headwalls to minimize culvert length
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques,
Culvert to be placed at existing stream elevation. A very experience roadway contractor wilt be constructing the project.
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?
El 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 Pa ment to In -lieu Fee Pro ram
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 ❑ 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 Plow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
[] Yes ❑ No
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?
1
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:
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 local government's jurisdiction is this project?
City of Statesville
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP
[ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑Yes ❑ No
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
❑Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
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)
1a. Does the project involve an expenditure of public (federallstate /local) funds or the
El Yes ❑X No
use of public (federal/state) land?
1b. 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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA /SEPA)?
1c. 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 viclation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes 0 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.
None required for this protect.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. 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?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes,.indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
.NOAA Habitat Conservation website
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?
NC Dept of Cultural Resources vrebsite
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated t 00 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
fris.nc.gov website, Map Number 3710477300J
Applicant/Agent's Printed Name
Date
Applic nt/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10

STATESVILLE, IREDELL COUNTY
NORTH CAROLINA
OWNERS -
GORDON BROTHERS
1300 SALISBURY ROAD
STATESVILLE', NO 28622
CIVIL ENGINEER
CAVANAUGH &ASSOCIATES, P.A.
530 NORTH TRADE STREET, SUITE 302
WINSTON SALEM, NORTH CAROLINA 27101
[phone] /-[phone] (FAX)
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DISTURBED AREA - 2.34 ACRES
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t
CONSTRUCTION ASPHALT_ (60' ROW)
ENTRANCE
ROADWAY PLAN
FROM STA 0 +00 TO Sra 7 +8686
SCALE 11.50'
o4n
GENERAL NOTES
1. TOPOG?APMCAL INFORMATION FROM NCDOT AND FIELD SURVEY OF GREEN BANK BY CAVANAUGH
k ASSOCIATES. P.A. PROVIDED FOR ENGINEERING DES PURPOSE ONLY NOT FOR RECORDATION.
Z CONTRACTOR TO FIELD VERIFY ALL EMS71NG UTILITIES BEFORE COMMENCING CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL WASTE MATERIALS G04ERATED THROUGH
DEMOLITION AND GRUBBING ACTIVITIES SHORN.
4 CONTROLLED SEDMENTATION OUTLETS TO BE PLACED AT 100 LF. INTERVALS ALONG SEDIMENT
FENCING.
5. ALL DISTURBED AREAS TO BE SEEDED. FERTUZED. AND MULCHED WITHIN 15 CALENDAR DAYS OF
GRADING ACTIVITIES
8. ACCORDIN G TO THE SEDIMENTATION POLLUTION CONTRA ACT OF 1973 (NORTH CAROLINA
GENERAL STATUTE 113A 51-88) THIS PROJECT IS LESS THAN AN ACRE AND THEREFORE NOT
SUBJECT TO AN APPROVED SEDIMENTATION AND EROSON CONTROL PLAN.
7. SOD OR SEED AND MULCH SHALL BE USED FOR ALL SLOPES FLATTER THAN 2.1. SLOPES
GREATER THAN 2:1 SHALL BE COVERED WIN HYDRAULICALLY APPLIED EROSION CONTROL
PRODUCT TO PREVENT EROSWN
om9smucnoN sEa3o9L�
1. OBTAIN GRADMG/ERCS@N CONTROL PERMIT AND IRAN APPROVAL FROM NCDENR.
2 CONTACT EROSION CONTROL INSPECTOR. TO ESTAHMSN A PRECONSTRUC71ON CONFERENCE AND AN
INSPECTION SCHEDULE
3 GEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES AS FOLLOWS
TEMPORARY CONSTRUCTION ENTRANCEAEIOT
G. TEMPORARY SEDIMENT TRAPS
TEMPORARY SILT FENCING
4. BEGIN CLEARING. GRUBBING GRUBBING AND STRIPPING SITE AS REGUIR STOCKPILE TOPSOIL ON -STE
WTHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATER DISTRIBUTION AND /OR
REMOVAL
S BEGIN STE GRADING MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE NTH MAINTENANCE
PLAN ON THIS SHEET. INSTALL ADDITIONAL EROSION OONTROL MEASURES AS REQUIRED.
8 CONSTRUCT, CULVERT AND GRAVEL SURFACES
7. CONTINUE TO MANTAN EROSION CONTROL MEASURES UNTIL VEGETATIVE COMDR HAS BEEN
ESTABLISHED OVER ALL OSNRSED AREAS AND SITE NAS BEEN STASRJZE'D. REMOVE EROSION
CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
B. AFTER REMOVAL OF EROSION CONTROL MEASURES RESTCRE TO ORIGINAL OR NEW GRADES AS
INDICATED ON DRANNGS STABILIZE ANY AREAS DISTURBED BY REMOVAL OF DEVICES.
Aln
0+00 1 1+00_- 1 2 +00 1 3 +00 1 4 +00 I 5 +00 1 6+00 E 7 +00
ROADWAY PROFILE
FROM STA 0 +00 TO SrA 3+89
HORIZONTAL SCALE 1'•50'
VFRICAL SCALE 1 :'5'
EROSION OONTROC'NOTES
1. EROSEON.C7NYROL DEVICES WUST.SE INSTALLED AFTER THE GRADING
PERM" t3 ISSUED AND,SFFORE ROCH�GRAOING STARTS NCDENR
STAFF SHAIMCK THESE DEVICES FOR PROPER INSTALLATION AND
COLPIMANCE NTH HMS PUN. ,
2 ALL E.ROSION'CONTROL DEVICES ARE TO.BE INSTALLED N
ACCODANCE•WTH THE APPROVED PLANS'.AND SPECIFICATICNS
ANY CHANGES ARE TO BE-APPROVED BEFORE CONSTRUCTION BY
NCDENR. ADDITIONAL DEVICES MAY BE REWIRED IF NECESSARY.
M IF FILL MATERIALS ARE TO BE BROUGHT ONTO THIS PROPERTY OR
WASTE MATERIALS ARE 70 BE TAKEN FROM THIS PROJECT. THIS
INFTABUTION MUST BE DISCLOSED_
4. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION N ACCORDANCE WITH NORTH CAROLINA
EROSION M[ -SEDIMENT CON TROL REQUIREMENTS. TS. DEVICES MUST B
E
EDBY THCONTRACT EACH PERIOD OF RAINFALL.
9UT,NOT,LESS.FREQUEN7LY THAN, ONCE NFFX ACCUMULATED
SEDIME NT MUST.BE REMOVED AND DISPOSED OF SO AS NOT
E PERFO RMANCE OF , THESE E DEVICES.
ANY DEVICE REPAIR OR REPLACEMENT MU ST ADDRESSED
IMMEDIATELY. . ADDITIONAL STONE-MAY - REWIRED PERIODICALLY
T T O ONCE TO' PREVENT TRAFFIC FRM C ARPING
SEDIMENT ONTO DOSTN G
ROADWAY.
5. ANY SLOPE INDICATED STEEPER THAN 3 TO 1 SHALL BE COVERED
NTH EXCELSIOR MATTING OR EOUWALENT,TD PREVENT EROSION
AFIER,SEEI NM. - SEEDING OF THESE SLOPES SHALL OCCUR
MMEOATELY UPON ESTABLISHING FINISH GRADE. ALL EXPOSED
SWALES SHALL BE SEEDED WFTKN 15 DAYS OF COMPLETION OF ANY
PHASE OF GRADING. -
0 PROVIDE GROUND COVER ON E ROSA SLOPES WTIN 15 WORKMG
.DAYS FOLLOWNG:COMPETION OF'ANY PHASE OF GRADING. PROVIDE
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15
WORKINGS OAYS,FOLOWNG COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
BEFORE YOU DIGI
NC ONE CALL
TOTE
0
(OR T -60D -632 -4949)
IT'S THE LAW.
SCALE ,1' = 40'
41Y 0 40'
SCALE OF-MAP'MAY BE REDUCED
DUE TO METHODS OF REPRODUCTION.
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0+00 1 1+00_- 1 2 +00 1 3 +00 1 4 +00 I 5 +00 1 6+00 E 7 +00
ROADWAY PROFILE
FROM STA 0 +00 TO SrA 3+89
HORIZONTAL SCALE 1'•50'
VFRICAL SCALE 1 :'5'
EROSION OONTROC'NOTES
1. EROSEON.C7NYROL DEVICES WUST.SE INSTALLED AFTER THE GRADING
PERM" t3 ISSUED AND,SFFORE ROCH�GRAOING STARTS NCDENR
STAFF SHAIMCK THESE DEVICES FOR PROPER INSTALLATION AND
COLPIMANCE NTH HMS PUN. ,
2 ALL E.ROSION'CONTROL DEVICES ARE TO.BE INSTALLED N
ACCODANCE•WTH THE APPROVED PLANS'.AND SPECIFICATICNS
ANY CHANGES ARE TO BE-APPROVED BEFORE CONSTRUCTION BY
NCDENR. ADDITIONAL DEVICES MAY BE REWIRED IF NECESSARY.
M IF FILL MATERIALS ARE TO BE BROUGHT ONTO THIS PROPERTY OR
WASTE MATERIALS ARE 70 BE TAKEN FROM THIS PROJECT. THIS
INFTABUTION MUST BE DISCLOSED_
4. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE MAINTAINED
THROUGHOUT CONSTRUCTION N ACCORDANCE WITH NORTH CAROLINA
EROSION M[ -SEDIMENT CON TROL REQUIREMENTS. TS. DEVICES MUST B
E
EDBY THCONTRACT EACH PERIOD OF RAINFALL.
9UT,NOT,LESS.FREQUEN7LY THAN, ONCE NFFX ACCUMULATED
SEDIME NT MUST.BE REMOVED AND DISPOSED OF SO AS NOT
E PERFO RMANCE OF , THESE E DEVICES.
ANY DEVICE REPAIR OR REPLACEMENT MU ST ADDRESSED
IMMEDIATELY. . ADDITIONAL STONE-MAY - REWIRED PERIODICALLY
T T O ONCE TO' PREVENT TRAFFIC FRM C ARPING
SEDIMENT ONTO DOSTN G
ROADWAY.
5. ANY SLOPE INDICATED STEEPER THAN 3 TO 1 SHALL BE COVERED
NTH EXCELSIOR MATTING OR EOUWALENT,TD PREVENT EROSION
AFIER,SEEI NM. - SEEDING OF THESE SLOPES SHALL OCCUR
MMEOATELY UPON ESTABLISHING FINISH GRADE. ALL EXPOSED
SWALES SHALL BE SEEDED WFTKN 15 DAYS OF COMPLETION OF ANY
PHASE OF GRADING. -
0 PROVIDE GROUND COVER ON E ROSA SLOPES WTIN 15 WORKMG
.DAYS FOLLOWNG:COMPETION OF'ANY PHASE OF GRADING. PROVIDE
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15
WORKINGS OAYS,FOLOWNG COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
BEFORE YOU DIGI
NC ONE CALL
TOTE
0
(OR T -60D -632 -4949)
IT'S THE LAW.
SCALE ,1' = 40'
41Y 0 40'
SCALE OF-MAP'MAY BE REDUCED
DUE TO METHODS OF REPRODUCTION.
II
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kµd'rY �tk'�tlFh AYiC.✓✓��.i`4A�� 5`�C.�nc,'V5 Kq��t 15 {�- .�'�cr .'^�' tr
100' MINIMUM OR 4X
CIRCUMFERENCE OF
LARGEST TIRE —+1 Y -PAVED ROAD
B• MIN. THICKNESS
FILTER FABRIC UNDER STONEJ
EXISTING 25' WIN SILT FENCE
GROUND 50' MINIMUM OR 4X
Fes--
CIRCUMFERENCE ARGES OF
LARGEST TIRE PAVED
e ROAD
25' N. 2 -3 -- COARSE- AGGREGATE
10' MN. OR
25' RADIUS
NOTES
1. STONE - USE COARSE AGGREGATE (2 -3 INCH STONE)
2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN 10D FEET
3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES -
4. WIDTH - NOT LESS THAN FULL MOTH OF ALL POINTS OF INGRESS OR ERGESS
5 WASHING -MEN NECESSARY. WHEEL SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT -OF -WAY. WHEN WA94NO IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL
SEGMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN DITCH. OR WATERCOURSE THROUGH
USE OF SAND BACS, GRAVEL. BOARDS OR OTHER APPROVED METHODS
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEGMENT ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STORE AS CONDITIONS DEMAND AND REPAIR AND /OR QFANOUT OF ANY
MEASURED USED TO TRAP SEGMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR TRACKED ONTO
PUBLIC RIGHT -OF -WAY MUST BE REMOVED IMMEDIATELY
STABILIZED CONSTRUCTION ENTRANCE
DETAIL �1
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STEEL POST BACKFLL TRENCH AND
COMPACT THOROUGHLY ///--NATURAL
GROUND
L' 11DI
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CROSS — SECTION VIEW
MAINTENANCE NOTES
NOTES:
1, INSPECT SEDIMENT.FENCES AT LEAST ONCE A WEEK AND AFTER EACH
• HIRE;
MINIMUM 14 GAUGE
RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
1 SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
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• FABRIC
SYNTHETIC FILTER FABRIC CERTIFIED ASn4 0 6461
FABRIC SHALL BE REPLACED PROMPTLY
3 SEGMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT TAKE
STONE,
Piz WASHED STONE, TO BE PLACED 8' DEEP
CARE TO AVOID UNDERMINING ME FENCE DURING CLEANOUT
4 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
✓
DITCH SLOPE
BRING THE AREA TO GRADE AND STABILIZE R AFTER THE CONTRIBUTING
• POSTS.
STEEL - MIN. 5- LONG 1.33 LB/UNEAR FT
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED
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• SPACING:
POSTS ARE TO BE A MAXIMUM OF 8' MART
TEMPORARY SILT FENCE
DETAIL _ ii
SCALE: NOT TO SCALE .3.
A 1. PREPARE 501 BEFORIE FLSTALINO ROLLED EROSION CONTROL PRODUCTS (RECPS). INCLUDING ANY NECESSARY
APPuC1I01M OF LINE. FERTLLDER, AND SEED.
NOTE N CN USING CEtl- Q-SEED DO NOT SEED PREMED AREA CEEL -ISEED MUST BE INSTALLED, MTN PAPER
'
SIDE DOWN.
1 9E(MN AT THE TOp OF THE SLOPE W MOHOaNG THE RUP'S IN A 4' (15 CAI) DEEP X e' (15 OM) ME
TRENTON AM APPROXIMATELY 12' (50CM) OF RECP'S EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENTON.
ANCHOR RECP'3
AM A ROW or STA0.E5 /STAIXES AP AMY 12* (30 d) MART IN THE BOTTOM OF THE
• TUNCH BACKFILL AND COMPACT THE TNtDICH AYIFA STAPIRIQ APPLY SID 10 COMPACTED SOIL AND FOOD
RENAMING tY (SODA) PORTION OF RECD -S BACK OVER SID AND COMPACTED SQL gOHEE RECP'S OVER
COMPACTED SOIL MN A ROW OF STMLES/STMtES SPACED APPROCMATELY Ir (DOOM) APMT ACROSS THE
NDG OF THE REOP'S/
1 ROIL TIE REEFS (A) DONN W (IS ) HORIZONTALLY ACR059 111E SLOPE RECPY WLL UNROL AM
AFPRCPRATE SIDE MANST THE SOIL SURFAM ALL RED RUST SE SECURELY FASTENED To SOIL SURFACE BY
BY PLACING STARE5y9TAXES IN APPIROPWATE LOCTIOMS AS SHOWN N THE STAPLE PATTERN WIDE WHEN USTI
THE DOT SYSTEM, STARFS/STAID'S 9HOM SE PLACED T-0ROUON EACH OF THE COOED DOTS CORPE90tO0NC
TO THE APPROPRIATE. STARE PATTERN.
4. THE EQ ES OF PARA a RECP'S MUST RE STAPLED AN APPROTOA1/AIIIY 2' - S IS ON - 115 CM)
OVERI_AP DEPENOINO ON THE REEFS TYPE
1 Cow—TK RECP'S SPLICED DOWN THE SLOE MUST BE PtACD END OVER END C HNDUE SYiLE) WTN AN
APPROXIMATE r (75 O) OVEMM. STAPLE MRDIEg11 oVEM..MPFD AREA. APPROXIMATELY 127 (30 O) APART
ACROSS ENTIRE RECP'S MOM ,
NO ES
NN LOOSE 501 CONOT(NSY THE VSF OF STAli6 AND STATES IENGTNS OEAIFA THEN 5' (IS q)'YAY BE
NECESSAY TO RROPRTLY "SECURE RECPs
SLOPE MATTING
DETAIL
SCALE: NOT TO SCALE 3.
MIN. y Y' CROWN
12.1 �./
CUT SECTION FILL SECTION
3' THICK UNWASHED
'CRUSHER RUN' STONE
ROADWAY CROSS SECTION
DETAIL ri o
SCALE: NOT TO SCALE II.
3' THICK UNWASHED ' CRUSHER RUN' STONE
COMPACTED suBGRADE UPPER B' MINIMUM OF 98%
STANDARD PROCTOR MAXIMUM DRY DENSTY (ASTM 598)
SUBGRADE - MAXIMUM 8' LEFTS MINIMUM OF 95%
STANDARD PROCTOR MAXIMUM DRY DENSTY
MATERIALS SHALL MEET THE REWIRED SECTIONS OF THE N.0 D.O.T
T ^ANTI IIFlC TON FDR ROAM AND STRUCTURES
GRAVEL SECTION
DETAIL
SCALE: NOT TO SCALE
LUNER USE 4 STAPLES AT THE
START OF EACH ROW COMPACTED SOIL STAPLE AT 4 FOOT
INTERVALS
AREA SHALL BE PROPERLY PREPARED. FERTILIZED,
AND SEEDED r8'FORE THE UNING IS APPLIED.
THE BLANKET SHALL BE APPLIED IN THE DIRECTION
OF WATER, BUTTED SNUGLY AT ENDS AND
STAPLED. THE NETTING SHALL BE ON TOP.
USE NORTH AMERICAN GREEN C -350 COMPOSITE
BLANKET OR APPROVED EQUAL
WITH PHOTO DEGRADABLE EXTRUDED PLASTIC MESH
STAPLES SHALL BE WIRE (091- DIAMETER OR
GREATER). -U- SHAPED WITH 6. LEGS AND
A 1' CROWN
REFER TO PLANS FOR SPECIFIC LOCATION - AS
DIRECTED BY ENGINEER.
TEMPORARY DITCH LINER
DETAIL
SCALE: NOT TO SCALE
PLACE RIP RAP UP TOP OF WEIR -
SIDES OF DITCH
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CHECK DAMS SHOULD BE INSPECTED
'
AFTER ANY RUN -OFF PRODUCING
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HAS BEEN APPROXIMATELY 50% FILLED.
DETAIL
SCALE NOT TO SCALE
Ilu
SUPPORT ROPE
ARE TO PREVENT
SAG(gNG \
COMPACTED SOIL r MIN. 31V* III I✓
� ✓� ✓O�OGOGJO ✓J MUST V TYPICAL
NOTE. DIVERSONS ✓i�ii�G�G�G��9�hG� � r,�0• —JCS
�Gyi��i��i``� ✓��iYG�G�O�G� ✓i� �
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TEMPORARY DIVERSION
DETAIL
SCALE. NOT TO SCALE
ROADWAY DITCH (GRASS LINED)
DETAIL _I
SCALE: NOT TO SCALE .3.
SEEDING SPECIFICATIONS
PERMANENT SEEDING SPECIFICATIONS
SEEDING MIXTURE
S5
Talk.. Rote (Ib /acre)
100
S -eo lfddeza 1200
ePe
NeWrdtucky duegran 3
SEEDING NOTE
MW Aug. 1, use unecar ,.d s-1 fc, ­,f. Ieapedeza
NURSE PLA
Ehtro May 1 and Au 1S add 10 Ib /ArI German YUM or 15 Ib /Aw Sudangroea Prtar o May 1 or
offal Auq. 15, add 40 Ib //Mere rya (Crain) R may be bed AI to ploni the graph m 1°b eumnwr and
ovslneed tM ieepedeme In M, rch.
SEWING DATES Bast Accept °ble
Um 2500 fL Auq 13 to Sept 1 JMN 23 o S'Pt 15
Yor. t o Ap 1 Mar. 1 o May I D
Above 250D M. Jul o ADr 205 Ma� 15 to M� 30
C—ple, seeding aorller In fall, ­d start Iota, in sMnq m north and east facing slopes.
SOIL Follor AMENDMENTS of .1I teals or appty 4,000 Ib /Acre gound agrlcullural Ilmptone and 1000
lb/A­ 5 -10 -10 fertd —r
MULCH
Mchor ,mO kn .OD�lbaclung wIh I; r—N �lne ur,g.MN q at the preferrW�n °nch g method
m s[eeP ebpp
WaNIENANC rMte n na mulch Eoma Izs In1 Mee—m! year mlep 9Eae'th b fully adequate
TEMPORPRY SEEDING SPECIFICATIONS
WINTER - EARLY SPRING
SEWING MIXTURE ftde (RI /Acre)
sp..... qv 120
... uol PIU11 ,eKOrian� iMc Wme' and so
Om,t annual Meepedeza when d t;­ of t PO y cover n not to extend beymd June.
SEEDING DATES Below 25W fL Feb. 1 o May 1
M —tchu, - Above 2500 R Feb. 15 o Nay 15
Ccc t l Plain - JD..' 1 to roy. i1S
SOIL AMENDMENTS
Fcl= rammmsndatione cl s°il IeMS ar aPPly 2,000 Ib /A ground 00cultural Mnetom ar d' ]50
W /Acfa 10 -10 -10 feriAiLer.
rop�O 4.ao0 ID /ACr. straw Alld+or straw by taeMn � wiN Wtwk_a, a �tlg" m a mulch al Nming tool.
A disX g,bIbdp set nmrly stfai9Ht mn W Treed s a kb 9 Tod.
MANTENANLE
110u111 IT N not fully dequae Rpd,— efwtill a ad mulch 1MT dime
b fodoNq
O eroelon
STEEL POST, 24'
INTO BOTTOM OR- STAKE TO SUPPORT
SIDE \ \\ WIPE
SILT FENCE • COIR MESH .OR J
SIMR.M, STAP IID OR TRENCHED
INTO BOTTOM OR SIDE OF BASIN
SILT FENCE BAFFLE
DETAIL s
SCALE: NOT TO SCALE C,3.
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SIMR.M, STAP IID OR TRENCHED
INTO BOTTOM OR SIDE OF BASIN
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DETAIL s
SCALE: NOT TO SCALE C,3.
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