20180313 Ver 2_PCN Form Submission_20200407

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20180313
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Fayetteville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
PJ's Truck Bodies and Equipment - New Parking Lot
1a. Who is the Primary Contact?*
Fleet Temple
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/7/2020
Nearest Body of Water
UT to Mingo Swamp
Basin
Cape Fear
Water Classification
Q Sw
Site Coordinates
Latitude:
35.348
A. Processing Information
County (or Counties) where the project is located:
Harnett
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.559
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
2
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Chad Turlington:eads\ccturlington
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
14 - Linear transportation
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - E)press
F Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
JPF Properties, LLC
2b. Deed book and page no.:
2018/878 & 3341/686
2c. Responsible party:
Paul Junior Faircloth
2d.Address
Street Address
1560 George Perry Lee Road
Address Line 2
City
Dunn
Postal / Zip Code
28335
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Fleet Temple
State / Province / Region
NC
Country
USA
2f. Fax Number:
[phone]
r Yes r No
r Yes r No

3b. Business Name:
Enoch Engineers, PA
3c.Address
Street Address
1403 NC 50 S
Address Line 2
City
Benson
Postal / Zip Code
27504
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Fleet Temple
4b. Business Name:
Enoch Engineers, PA
4c.Address
Street Address
1403 NC 50 S
Address Une 2
City
Benson
Postal / Zip Code
27504
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Letter signed.doc.pdf
State / Province / legion
NC
Country
USA
3e. Fax Number:
[phone]
State / Province / I3gion
NC
Country
USA
4e. Fax Number:
[phone]
17.34KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Dunn
2. Project Identification
2a. Property Identification Number:
1537-17-7973.000
2c. Project Address
Street Address
1560 George Perry Lee Road
Address Line 2
city
Dunn
Postal / Zip Code
28335
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Mingo Swamp
3b. Water Resources Classification of nearest receiving water:*
Q SW
2b. Property size:
14.52
State / Province / Region
NC
Country
USA

3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300060103
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Site is partially wooded lot sloping to the north at slopes of -2%. Surrounding land use is commercial and residential
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
PJ Quad Map.pdf 94.62KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
PJ Soil Map.pdf 1.02MB
4f. List the total estimated acreage of all existing wetlands on the property:
1.00
4g. List the total estimated linear feet of all existing streams on the property:
580
4h. Explain the purpose of the proposed project:*
Access to a new businedd parking lot due to 1-95 widening project taking a portion of the businesses ebsting parking, as well as for future growth.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Install reinforced concrete pipes & Access drive to new parking lot. Types of equipment: Trackhoe, Bulldozer, Tandem dump trucks, motor grader
4j. Please upload project drawings for the proposed project.
PJ Truck 03-24-2020.pdf 3.29MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No 6 Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other: Joyner Piedmont Surveying located wetlands
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
See attached map provided by Emily Greer USACE
note: impact area shown on map has been revised per this application
5d1. Jurisdictional determination upload
Wetland Impact.pdf 322.99KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
N/A
D. Proposed Impacts Inventory
1. Impacts Summary

la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
r Buffers
2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* trnd. W. nae * 2e. Forested * 2f. Type of Impact
_1 J Jurisdicition(?)]2g.
area*
W1 road/culverts P ffmland Hardwood Forest W1 Yes Both 0.141
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.141
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.141
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * ��name * 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Road/culverts Permanent Culvert Ui ::Iff::]
Both 3 40
fl
Average (fee) (linear feet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 3i. Total temporary stream impacts:
40 0
31. Total stream and ditch impacts:
40
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Design crossing to minimize total length of crossing over UT
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Use of trackhoe machinery and silt fence
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?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?
17 Mitigation bank W Payment to in -lieu fee F Permittee Responsible
program Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
r Yes r No
4b. Stream mitigation requested:
(linear feet) 4c. If using stream mitigation, what is the stream temperature:
40 warm

4d. Buffer mitigation requested (DWR only):
(square feet)
2570
4f. Non -riparian wetland mitigation requested:
(acres)
3572
4h. Comments
4e. Riparian wetland mitigation requested:
(acres)
4g. Coastal (tidal) wetland mitigation requested:
(acres)
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
r Yes r No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
* Proposed project will not create concentrated stormvrater flow through the buffer
Diffuse Flow Documentation
PJ Truck 03-24-2020.pdf 3.29MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormvvater Management r Antidegradation
Plan Calculations
3b. Stormwater Management Plan
3c. Antidegradation Calculations:
PJ Truck 03-24-2020.pdf
3.29MB
Comments:
There is no concentrated flow being proposed. New parking lot sill sheet flow to the wasting stream through grass area & 30' buffer.
Stormwater management plan is not required due to land disturbance being under one acre.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)

2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes f• No
3b. If you answered "no," provide a short narrative description.
The proposed parking lot is the only construction planned on the strip of property. Property vdll be 'built out' after construction.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
One Source Online natural heritage program resources
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
One Source Online natural heritage program resources
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 status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
One Source Online natural heritage program resources
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FIRM Panel 3720153700L
Map Revised 01/05/07

Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
FI By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions AGC);
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Peter E Norfleet Temple
Signature
Date
4/7/2020

Joe E. Godwin Sr., P.E.. P.L.S.
Email: [e-mail]
April 7, 2020
noch
ng neers,P.A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
Re; PJ's Truck Bodies & Equipment
PCN Form Agent Authorization
Phonc: [phone]
[phone]
Fax: [phone]
1, Paul Junior Faircloth, hereby give my consent to Fleet Temple, PE to submit a Pre -
Construction Notification (PCN) form on my behalf for wetlands disturbance on the above
referenced project.
Should any other information be needed, please contact me at 910-892-5286
Respectfully,
QaAct- fl-+I;OaO
Paul J 'or Faircloth Date

Form I
ayIt IF IF
It Ll d
g = ImmJ A
<y
IF
mmmmI
_
mmmmmmmmm&mm� IF
�l
_ -_
At I
I � i
�oFD.
N mmmmmmm�- -=IL
�
�y +k km
- f \
'— FIFFIF
�\ — +
o
Im
l III- —
\ _
A(
RD �� oki
301 SiE�'�'.IF
a `
IF 71
cis = It Im - -
�o
IF Immmm
TN 'D
P(i 3 y `
C i
dr -
,_ -
Q -
96�� /�� mmm,i--TIFF1.
am
\ .
�S-r-
It _ uIF
F.Ftook
�iI N IF
- 1' \
_, \ -
It
/.
i
—
ut.t vI
i �'�
IF
b�
i
It"' ILI
1
Ij
QILL.
TESB RIt III, FIFF
mm URN \J J i ; JON \ i'
r
0 me
—
IF
�' -� -�
./ - K�r ,. + 1 I i
r
pQ— 4 ; l �:. �, i�iW
�_mtI
3
_... -.�
---
tF I'm
10,
�1 IF WEBB LN r \
� \

zs
O
V)
w
F-
w
w
6
Q0
N
/
Ln
w
m
U
CC
F—
a
6
CIO
V
N
O
i
Q.
LEGEND
UP
UTILITY POLE
AL
AREA LIGHT
WM
WATER METER
SSMH SANITARY SEWER MANHOLE
EOP
EDGE OF PAVEMENT
R/W
RIGHT OF WAY
WV
WATER VALVE
TP
TELEPHONE PEDESTAL
SN
SIGN
VICINITY
NTS
PURSUANT TO G.S. 143-215.1 ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
—x x x x x x x TEMPORARY SILT FENCE (TSF) TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
LIMITS OF DISTURBED AREA AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
—'� q — TOTAL DISTURBED AREA=0.99 ACRES CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
-------100— — — — — — — — EXISTING CONTOUR
1) Ground Stabilization*
t� FINISH GRADE CONTOUR.
x 10:0 EXISTING SPOT ELEVATION
x too.00 PROPOSED SPOT ELEVATION
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
. None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
7-days for slopes
flatten
14 days
greater than 50 feet
in length
• All other areas
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
H W Zones
"Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
,I impracticable." (Section IL3(2)(b)} '
LINDA RUTH BEASLEY
o P.I.N. 1537-17-6493.000
o D.B. 1303, PG. 591
10
MAP198-488 '
-o
v 233x INSTALL RIP RAP ON 2:1' SLOPE
.28 \ -
SAS SHOWN. USE RIP RAP
, d50=6", MIN. DEPTH=18" S o2' 14' 18" E 1_566,17'
m \
JPF PROPERTIES, LLC L '� E
P.LN. 1537-17-7973.000 EX. CHAIN LINK
TAMP. SILT FEN�C .x...- ....... ,----
D.B. 2018, PG. 878 l �, AS SHOWN TYP. Nw --_ x - -- x --�-------�' """' .. '''•+ `�
MAP12005-35 ` �' N x _.� __._ - x x
I-- < N
f l
EX. WILAND N
� �
.55X _ \ Ill{IjII Ix
` NEW\20' ACCESS DF3IVE � TEtt7fP. ILT FENCE
o L 2388? MC -STONE) \ w °` \No\\\\s \)// % } AROUND STOCKPILE
f X 3U. ,. x--� ,+,� �' ?3) j \\\\✓// ( ' x AREA
235.87 35.67 ��
11 illy
TEMP. SILK FENCE
3 EAC / \h.� OUTLETS AS\ SHOWN
40LF- "RCP @ 0
o 23 5 HIGH I V.=233.5 \
1 235 \
o O, EMP SILT IENCE 1
<� _. — �- — -� � INSTALL RIPS R P�'ON 2:1 �SL�PE '`
A(S �HflWN' IYP. �'� � \
4 AS SHOWN,-LJSE RIP RAP \ \
d50 fir, MIN. DEP1N=18
LINDA RUTH BEASLEY
P.I.N. 1537-17-7106.000
D.B. 1303, PG. 591
MAP198-488
Lj
WETLANDS DISTUR ANCE NEEDED 0 '�� X 233.41 EX. WETLANDS <
CROSSING \ n � � � � � x / �
TOTAL 6155SF .141 AC � � � ` � � �► IN, \ � x � � x / / EX. CHAIN LINK FENCE 23g� �
2560SF IN RIP IAN BUFFER (0.05 AC)
N 02'13'32" W 299.46
N 02'16'51" W 299.63'
MILDRED FRANCES TART BECKY ANN BEST
TOTAL DRAINAGE AREA P.I.N. 1537-17-3505.000
P.I.N. 1537-17-3214.000
D.B. 2140, PG. 841 D.B. 1303, PG. 587
i 85.0 acres / 98-488
Q=0.4(7.2)(185.0)=533CFS MAP198-488 MAP #
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS,
DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM
THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL. NCDEN R.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL
OFFICE AT [phone].
NOTE: A SEPARATE EROSION CONTROL PERMIT WILL BE REQUIRED FOR EACH INDIVIDUAL LOT PRIOR TO
LAND DISTURBANCE.
NOTE: FLOOD ZONES EXIST ON THE SUBJECT PROPERTY.
WETLANDS HAVE BEEN DELINEATED AND ARE DEPICTED ON THIS PLAN
CONSTRUCTION SEQUENCE
1) INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE.
2) INSTALL EROSION CONTROL MEASURES AS SHOWN ON PLANS.
3) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS AND SITE SWALES WITH
ASSOCIATED EROSION CONTROL PROTECTION BEFORE BEGINNING SITE GRADING.
4) STRIP TOPSOIL.
5) GRADE SITE.
6) GRASS AREAS THAT WILL NOT BE DISTURBED.
7) INSTALL UTILITIES.
7) PLACE BASE -COURSE.
8) SEED AND MULCH ALL AREAS TO PROVIDE PERMANENT GROUNDCOVER WITHIN 14
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, AND WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9) MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
10) NO SEDIMENT OR EROSION CONTROL MEASURES ARE TO BE REMOVED WITHOUT
THE APPROVAL OF AN NCDEQ INSPECTOR.
SEEDING SPECIFICATIONS
SEEDBED PREPARATION
THOROUGHLY CULTIVATE
LAWN AREAS BY DISCING TO A DEPTH OF 6" AND
RAKING THE SURFACE SMOOTH TO REQUIRED GRADES. APPLY 4,000 LBS. OF
AGRICULTURAL LIME PER
ACRE AND 1,000 LBS. OF 10-10-10
OR EQUIVALENT
FERTILIZER PER ACRE.
TEMPORARY SEEDING
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING
OF PERMANENT
LAWNS OR FILL SLOPES,
PROCEED AS FOLLOWS:
AUG. 15TH-MAR. 1ST
SOW RYE GRAIN AT THE RATE OF
120 LBS. PER ACRE.
MAR. 1ST-AUG. 15TH
SOW GRAIN MILLET AT THE RATE
OF 40 LBS. PER ACRE.
PERMANENT SEEDING
SEASON
VARIETY
RATE(LBS/ACRE
AUG 15 - NOV 1ST
KOREAN LESPEDEZA
50
OR KOBE LESPEDEZA
50
AND TALL FESCUE
60
NOV 15 - MARCH 1ST
TALL FESCUE
120
AND ABRUZZI RYE
25
MARCH 1 — APRIL 15
TALL FESCUE
120
APRIL 15 — JUNE 30
HULLED COMMON BERMUDA
12
JUNE 30 — AUG 15
TALL FESCUE
60
AND BROWNTOP MILLET
25
MULCHING
IMMEDIATELY AFTER SEED AREA SOWN, MULCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET.
SECURING MULCH:
THE MULCH SHALL BE HELD IN PLACE BY EMULSIFIED ASPHALT BINDER ON
SLOPES 2 TO 1 OR STEEPER, OR AS REQUIRED. APPLY ASPHALT AT 0.10
GALLON PER SQUARE YARD. IN HEAVY TRAFFIC AREAS, USE TYPE "RS" OR
"CRS" TO MINIMIZE REMOVAL OF TACK COAT. SYNTHETIC BINDERS MAY BE
USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR THE MULCH.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO
BE LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
MAINTENANCE
1. TEMPORARY SEEDING:
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR
WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW.
PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
II. PERMANENT SEEDING:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RESEEDING --IF A STAND HAS INADEQUATE COVER, RE—EVALUATE CHOICE
OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE --ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER —SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills
shall be no greater than the angle that can be retained by vegetative cover
or other adequate erosion —control devices or structures. In any event, slopes
left exposed will, within 14 calendar days of completion of any phase of
grading be planted or otherwise provided with temporary or permanent ground
cover, devices, or structures sufficient to restrain erosion. Pursuant to G.S.
113A-57(3), provisions for permanent ground cover sufficient to restrain
erosion must be accomplished for all disturbed areas within 14 working days
or 90 calendar days (whichever is shorter) following completion of construction
or development.
VEGETATION MANTAINANCE:
IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT
MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE—ESTABLISH THE
STAND AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF THE YEAR IS NOT
APPROPRIATE FOR PERMANENT SEEDING.
RELOCATED CHAIN
LINK FENCE W/24'
DOUBLE SWING
GATE
CONSTRUCTION
ENTRANCE
NOTE: PROPOSED PIPES (3-36))RCP) AND PORTIONS OF
ACCESS DRIVE MAY BE INUNDATED DURING LARGE: STORM
EVENTS.
� TIMOTHY WAYNE TURNAGE
' P.I.N. 1537-16-7520.000
' D.B. 848, PG. 968
LLOYD TURNAGE & MARGIE S. TURNAGE
P.I.N. 1537-16-5593.000
,D.B. 866, PG. 675
ap
M EX. CHAIN LINK FENCE
Go RELOCATE AS SHOWN
Z
GRAYLON MCLAMB & MARY MARGARET MCLAMB
P.I.N. 1537-16-4922.000
D. B.. 827, PG. 857
ON A
a•' a
+y" 9
w
Uj
a <4' w
o
0
M
E
a)
n.
P-4
• ., -~
Z't 0 o
7-� � V Q
VJ v1 00
CL
n , • t
W/ w� X o
Z
lr-�1 i Q
;� 0
• {r�'�
00
aA v o
av
�Z W
O � a 5
-- o
r 1 U
�,/ o
CZ
E
0
0000)
C
T
C
(6
LLJ
v; o
<. U �O 0
W N m
L
Z 12 U N
0� C
W Qo a
O >
0
z U
O
0 j- j Q
75
Q a] ca Q m cc
z zCL 0� O 0
t_ o
O cD _ �w v� z a
Z Lu w
w
z �
LLJ
C �
lip
0
0
o
Cn
a)
�3
Cn
0
n.
U
v
z
T
cli
o en
U
X
LLJ N
W CZ
�- W 0
� �- o �
a_ 0I-- w V) ',,� z
Z o w�
w O � a 1— O op
0 Oft� w CNN w
O O U a_ 0 Q
� m~ O 00Z O
0 0 <z °° °-z
U � >Q o a-O�
J a
M
Cd
w
w
z
c�
z
w
0
O
z
w
C o
w Lu c
® ai
V
LU ♦ 0
a�
04 �'
Z �
4 CO)
L
Ct; LL V E
LU Oct
a�
z cozy
W
0
U
/R o
U
a�
a�
o'
a)
E
0
-o
:.c
EE PROJECT: 2640 '—
w
o
r
�
J

is
O
V)
w
1--
w
w
O
It
110
(V
i
w
O
cm
1--
0
Q0
N
U
CL
X
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity being
considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction
General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment
Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this
sheet may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar days
Timeframe variations
after ceasing land
disturbance
(a) Perimeter dikes, swales,
ditches, and perimeter
7
None
slopes
(b) High Quality Water (HQ
) 7
None
Zones
if slopes are 10' or less in length and are
(c) Slopes steeper than 3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in length and
with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes flatter
perimeter slopes and HQW Zones
than 4:1
14
-10 days for Falls Lake Watershed unless there is zer
slope
Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall
be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days
after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render
the surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table
below:
Y 1
i5 �y y r'�p<� Y{ �u /
,. .. ,'-'..� i. ...1P .� ��P �. .�.. ✓.. ..,. '., :..�+,r .,
y
C q ylv.4' � � �`py� y..�. ■ j� �. 't �q �
' ..,u < ', /'.,, ,:. .., v'Jk.. F�:i �.IA � � i���ii , » „e o,<. .r :, '.
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (DAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the
NC DWR List of Approved PAMS/flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in
accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by
secondary containment structures.
■
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle
when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or
disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to
contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and
does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide secondary
containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet away from storm drains streams or wetlands unless
p g Y ,
there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of
portable toilet behind silt fence or place on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary
waste hauler to remove leaking portable toilets and replace with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from
storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be
shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe
of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan
and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage
techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control
needs.
aNSITE CONCRETE WASHOUT
STRUCTURE MATH UNER
A -avow a
0 .tea o Q o
UESM
su N� ` a .ANi tiY.a 0 it -Ts m a
n+�a
CLEAFL
avo SM A -A a ma l i�iai tam= a� a no
awoo'J lux maaoi a M em aFxar wa®aaaae s >E ao wxaur awa swi
' (OW w) eE r�NOANA +�.N tlap Mar
L 1E OOIgE1E MAR iN11CMB NYLL EPOW RANEt Dx W 7M f E MAR ( ACIY W
YI/RAI®/BI S llglp AID/4 UD D'AN® 7W NOW AM= N=0 GrADW NN A
a ae Na 02groan: NNNN n NNNA W F�
i arA�' o m K own � WE � .D KWL
RF1 DIN GRAM LAW SIMMURE ABOVE cs" wnsFrour s1R11C71M
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste
regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer
and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. if an alternate method or
product is to be used, contact your approval authority for review and approval. If local standard details
are not available, use one of the two types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater
accumulated within the washout may not be pumped into or discharged to the storm drain system or
receiving surface waters. Liquid waste must be pumped out and removed from project.
6.. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that
no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s)
closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of
the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on
the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events.
Replace the tarp, sand bags or other temporary structural components when no longer functional. When
p g p rY p g
utilizing alternative or proprietary products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved
disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists
directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they
may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area
immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
31. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table below. When adverse
weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection
may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a
storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall
be performed upon the commencement of the next business day. Any time when inspections were delayed shall
be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan
must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC
plan shall be kept on site and available for inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
b A phase of grading has been completed.
() P g g p
Initial and date a co of the approved E&SC
copy pp
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete,. date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that
includes all the required elements. Use of electronically -available records in lieu of the required paper
copies will be allowed if shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is
infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the
following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean
Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S.143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Division regional office within the timeframes and in accordance with the other requirements listed below.
Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency
Center personnel at [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
s Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement fora written report on a
case -by -case basis.
• if the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
. Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement fora written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
2-3" COURSE_/
AGGREGATE
EXISTING
PAVEMENT
SLOPE FOR VEHICULAR TRAFFIC
EDGE
MAINTAIN BERM & VALLEY
TO PREVENT SEDIMENT LADEN
WATER FROM LEAVING SI
12n
10"
24"
6" MIN. 4TER FABRIC
TEMPORARY CO
NSTRUCTION ENTRANC
E_
(NOT TO SCALE)
Wire
?4-
Steel
Po
24-
Figure 6.82a 1 Ration detail of a sediment fence.
RM�
Cross-section
View
*,% Filter
fabric soc"ll trench Natural
and compacshlyt ground
�horou
41
! q• ut�t�
mm . •.
min
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD:
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IF GREATER
LENGTH: 50-FEET MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES,
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE
MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING
OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING
SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,
ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS
SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR
OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY
OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THiS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT AND
GLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
S7RENG7H SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE 77-/E
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
J. CONSTRUCT 7HE FILTER FABRIC FROM A CON77NUOUS ROLL CUT TO THE LENGTH OF THE BARRIER
TO AVOiD JOINTS• WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WI7H 4 FEET MINIMUM OVERLAP TO 7HE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WiRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO 7HT BOTTOM OF THE TRENCH.
FASTEN 7HE WiRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE
OR PLAS77C ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES
6. EXTRA S7RENG7H FILTER FABRIC WITH 6 FEET POST SPACING DOE NOT REQUIRE WiRE MESH
SUPPORT FENCE. SECURELY FASTEN 7HE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLASTIC
ZIP 77ES SHOULD HAVE MiNIMUM 50 POUND 7ENSILE S7RENGTH.
7. EXCA VA 7E A 7RENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.620).
8. PLACE 12 INCHES OF THE FABRIC ALONG 7HE BOTTOM AND SIDE OF THE 7RENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH
COMPAC77ON OF THE BACKFILL IS CRI77CAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXIS77NG TREES.
11. NO MEASURES ARE TO BE REMOVED UN77L DENR APPROVAL.
INSTALLA 77ON SPECIFICA 77ONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER 77-IAN THE MIDDLE OF
7HE FENCE. CHECK WITH A LEVEL iF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRI77CAL AREAS AND 6 FEET APART ON STANDARD
APPLICA TONS.
J. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF 77-1E SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS Wl77-1 THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE 77ES, ALL SPACED WITHIN THE TOP 8 INCHES
OF FABRIC. ATTACH EACH 77E DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH
PUNC7URE AT LEAST 1 INCH VER77CALL Y APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG
ON A POST NIPPLE WHEN 77GHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND 7HE END POSTS AND SECURE WITH 3 77ES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. 7HE INSTALLA77ON SHOULD BE CHECKED AND CORRECTED FOR ANY DEWA77ONS BEFORE
COMPACRON.
9. COMPAC77ON IS VITALLY IMPORTANT FOR EFFEC77VE RESULTS. COMPACT THE SOIL IMMEDIATELY
NEXT TO 7HE SILT FENCE FABRIC Wi7H 7HE FRONT WHEEL OF 7HE 7RACTOR, SKID STEER, OR
ROLLER EXER77NG AT LEASY 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SiDE FIRST,
AND THEN EACH SiDE TWICE FOR A TOTAL OF 4 ]RIPS
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIA T FL Y.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, 7EAR, DECOMPOSE, OR BECOME INEFFEC77VE,
REPLACE I T PROMP7L Y.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON 7HE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOS17S AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CON7RIBU77NG DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MAXIMUM PLACEMENT OF POST USING HOGINIRE WITH
APPROVED EROSION CONTROL FABRIC'S TO BE 10 FEET.
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING
APPROVED EROSION CONTROL FABRICS TO BE
6 FEET TO 8 FEET APART.
POST METAL. T-POST 5 FEET OR 6 FEET IN HEIGHT SILT -FENCE
DEPENDING ON FILL SLOPE OVER HOG WIRE:
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS
SPECIFICATIONS FOR EROSION CONTROL)
STONE #4 WASHED STONE TO BE PLACED 12 INCHES
VARIES (SEE PLAN)
V MIN. -i
.. .
N., SILT -FENCE
,.i•i.i.i•i•i•i.r:•
ice• _•i_�'#i'..� =• _�•xy=0Re o • •
TEMPORARY STONE OUTLET
FOR SILT FENCE
5 ��t=lflsT
\` R0
' vi
-e ! uJ
LU
2 44 z
w
�,�.� 0
JM.�} Q
15
0
co
W
>�
qN 5N 00 E �
z o g
OCIO
V./ 4� oco
s~
zo��a 0
• a� �, o
Ual
o
aUiv
z o w -C3
4�4-4 =
o
U c
0
E
0
c
co
a>
0
w -
J
<i .W_I
U U H 0 0
Q cV o
LLI a>
z Z UN
CU
O FW-1`J CL
w `c o >,
O > CU
= o
a�
E
z
O
z0
a °° m ¢ m
U
N
� 2!n �
ry 0
0LJ (D �w cY�`L z a
U- Fn 11 w w } o
w o = w .-
z o v >
Q � �
i- U) T
CU
E2
Cn
CZ
Cn
.,
N
co
o
0
s=
U
z
a
aD
Q..
0
U)
ry
w
x
cu
}-
=
(10
w
C)ry
ry
O-
J
o-Z
W��
z
W
C�
O
�0N0
w
ry
0w
U
p
z
LLJ
_
OW
ml--
O
0XZ
O
z
ry
LLl
o
ryz
W
a-°�z
0
1- �
W ry
a
I Z
O
Q=
J
d
�
cO
W
07
Otf
w
_z
0
z
w
v
O
z
w
c
o
o
♦A
v i
O
Lu
to
V
a�
a>
c
o
V
m
cv
Q
�
. `
W
Q
5
U
0
cn
a�
O
v
a
Z
0
U
.E
2
U
a�
a�
0
5
U
7+
c
a)
E
U
O
Ln
e#OOEE PROJECT: 2640 '-
i--
Z O
- z
116,
OF 2

hgdlll 5 M111
Linda R. 5—ley
Deed 5-k 1303, ftge 591
sa-446
IQ' U1011 Corridor
LLCeaD
I
Snlrlmy Y. 4ee
lorry Fl L.
�
D'.a Beek3W. Ng. 772
pl.t Cabl-1 T'., elide eG-s
I -I'd. R. Beasley
5— —d Book 1303,
It
Mop
d
M.. 48
M,p 20
-110
JPF Rr-p.rll... LLC
Mop Z005-35
EDID-273
A
98- 4
Garnidine T. ga,,I,,t
Melyl, Bare root
O..d ...k 1164. Pape 61
il —1p
Becky A. ES-1
O..k 1303. Pu­ —7
NOTE! 0—d Rlflllll,: D,e book 201g ' Pow 87m
Mop • 2005-35
Mop • 2015-273
DELINEATION SURVEY FOR
PROPERTY OF:
JPF PROPERTIES, LLC
AVERASBICRO TWP., HARNETT COUNTY, N.C.
5URVEY EIY;JO YnR'.rIFDMAT- SURVEYING
.... . .....
ZONE: JANJARY 16, 2018 SCALE: 30'

zs
O
V)
w
F-
w
w
6
Q0
N
/
Ln
w
m
U
CC
F—
a
6
CIO
V
N
O
i
Q.
LEGEND
UP
UTILITY POLE
AL
AREA LIGHT
WM
WATER METER
SSMH SANITARY SEWER MANHOLE
EOP
EDGE OF PAVEMENT
R/W
RIGHT OF WAY
WV
WATER VALVE
TP
TELEPHONE PEDESTAL
SN
SIGN
VICINITY
NTS
PURSUANT TO G.S. 143-215.1 ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
—x x x x x x x TEMPORARY SILT FENCE (TSF) TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
LIMITS OF DISTURBED AREA AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
—'� q — TOTAL DISTURBED AREA=0.99 ACRES CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
-------100— — — — — — — — EXISTING CONTOUR
1) Ground Stabilization*
t� FINISH GRADE CONTOUR.
x 10:0 EXISTING SPOT ELEVATION
x too.00 PROPOSED SPOT ELEVATION
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
. None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
7-days for slopes
flatten
14 days
greater than 50 feet
in length
• All other areas
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
H W Zones
"Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
,I impracticable." (Section IL3(2)(b)} '
LINDA RUTH BEASLEY
o P.I.N. 1537-17-6493.000
o D.B. 1303, PG. 591
10
MAP198-488 '
-o
v 233x INSTALL RIP RAP ON 2:1' SLOPE
.28 \ -
SAS SHOWN. USE RIP RAP
, d50=6", MIN. DEPTH=18" S o2' 14' 18" E 1_566,17'
m \
JPF PROPERTIES, LLC L '� E
P.LN. 1537-17-7973.000 EX. CHAIN LINK
TAMP. SILT FEN�C .x...- ....... ,----
D.B. 2018, PG. 878 l �, AS SHOWN TYP. Nw --_ x - -- x --�-------�' """' .. '''•+ `�
MAP12005-35 ` �' N x _.� __._ - x x
I-- < N
f l
EX. WILAND N
� �
.55X _ \ Ill{IjII Ix
` NEW\20' ACCESS DF3IVE � TEtt7fP. ILT FENCE
o L 2388? MC -STONE) \ w °` \No\\\\s \)// % } AROUND STOCKPILE
f X 3U. ,. x--� ,+,� �' ?3) j \\\\✓// ( ' x AREA
235.87 35.67 ��
11 illy
TEMP. SILK FENCE
3 EAC / \h.� OUTLETS AS\ SHOWN
40LF- "RCP @ 0
o 23 5 HIGH I V.=233.5 \
1 235 \
o O, EMP SILT IENCE 1
<� _. — �- — -� � INSTALL RIPS R P�'ON 2:1 �SL�PE '`
A(S �HflWN' IYP. �'� � \
4 AS SHOWN,-LJSE RIP RAP \ \
d50 fir, MIN. DEP1N=18
LINDA RUTH BEASLEY
P.I.N. 1537-17-7106.000
D.B. 1303, PG. 591
MAP198-488
Lj
WETLANDS DISTUR ANCE NEEDED 0 '�� X 233.41 EX. WETLANDS <
CROSSING \ n � � � � � x / �
TOTAL 6155SF .141 AC � � � ` � � �► IN, \ � x � � x / / EX. CHAIN LINK FENCE 23g� �
2560SF IN RIP IAN BUFFER (0.05 AC)
N 02'13'32" W 299.46
N 02'16'51" W 299.63'
MILDRED FRANCES TART BECKY ANN BEST
TOTAL DRAINAGE AREA P.I.N. 1537-17-3505.000
P.I.N. 1537-17-3214.000
D.B. 2140, PG. 841 D.B. 1303, PG. 587
i 85.0 acres / 98-488
Q=0.4(7.2)(185.0)=533CFS MAP198-488 MAP #
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS,
DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM
THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL. NCDEN R.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL
OFFICE AT [phone].
NOTE: A SEPARATE EROSION CONTROL PERMIT WILL BE REQUIRED FOR EACH INDIVIDUAL LOT PRIOR TO
LAND DISTURBANCE.
NOTE: FLOOD ZONES EXIST ON THE SUBJECT PROPERTY.
WETLANDS HAVE BEEN DELINEATED AND ARE DEPICTED ON THIS PLAN
CONSTRUCTION SEQUENCE
1) INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE.
2) INSTALL EROSION CONTROL MEASURES AS SHOWN ON PLANS.
3) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS AND SITE SWALES WITH
ASSOCIATED EROSION CONTROL PROTECTION BEFORE BEGINNING SITE GRADING.
4) STRIP TOPSOIL.
5) GRADE SITE.
6) GRASS AREAS THAT WILL NOT BE DISTURBED.
7) INSTALL UTILITIES.
7) PLACE BASE -COURSE.
8) SEED AND MULCH ALL AREAS TO PROVIDE PERMANENT GROUNDCOVER WITHIN 14
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, AND WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9) MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
10) NO SEDIMENT OR EROSION CONTROL MEASURES ARE TO BE REMOVED WITHOUT
THE APPROVAL OF AN NCDEQ INSPECTOR.
SEEDING SPECIFICATIONS
SEEDBED PREPARATION
THOROUGHLY CULTIVATE
LAWN AREAS BY DISCING TO A DEPTH OF 6" AND
RAKING THE SURFACE SMOOTH TO REQUIRED GRADES. APPLY 4,000 LBS. OF
AGRICULTURAL LIME PER
ACRE AND 1,000 LBS. OF 10-10-10
OR EQUIVALENT
FERTILIZER PER ACRE.
TEMPORARY SEEDING
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING
OF PERMANENT
LAWNS OR FILL SLOPES,
PROCEED AS FOLLOWS:
AUG. 15TH-MAR. 1ST
SOW RYE GRAIN AT THE RATE OF
120 LBS. PER ACRE.
MAR. 1ST-AUG. 15TH
SOW GRAIN MILLET AT THE RATE
OF 40 LBS. PER ACRE.
PERMANENT SEEDING
SEASON
VARIETY
RATE(LBS/ACRE
AUG 15 - NOV 1ST
KOREAN LESPEDEZA
50
OR KOBE LESPEDEZA
50
AND TALL FESCUE
60
NOV 15 - MARCH 1ST
TALL FESCUE
120
AND ABRUZZI RYE
25
MARCH 1 — APRIL 15
TALL FESCUE
120
APRIL 15 — JUNE 30
HULLED COMMON BERMUDA
12
JUNE 30 — AUG 15
TALL FESCUE
60
AND BROWNTOP MILLET
25
MULCHING
IMMEDIATELY AFTER SEED AREA SOWN, MULCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET.
SECURING MULCH:
THE MULCH SHALL BE HELD IN PLACE BY EMULSIFIED ASPHALT BINDER ON
SLOPES 2 TO 1 OR STEEPER, OR AS REQUIRED. APPLY ASPHALT AT 0.10
GALLON PER SQUARE YARD. IN HEAVY TRAFFIC AREAS, USE TYPE "RS" OR
"CRS" TO MINIMIZE REMOVAL OF TACK COAT. SYNTHETIC BINDERS MAY BE
USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR THE MULCH.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO
BE LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
MAINTENANCE
1. TEMPORARY SEEDING:
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR
WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW.
PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
II. PERMANENT SEEDING:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RESEEDING --IF A STAND HAS INADEQUATE COVER, RE—EVALUATE CHOICE
OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE --ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER —SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills
shall be no greater than the angle that can be retained by vegetative cover
or other adequate erosion —control devices or structures. In any event, slopes
left exposed will, within 14 calendar days of completion of any phase of
grading be planted or otherwise provided with temporary or permanent ground
cover, devices, or structures sufficient to restrain erosion. Pursuant to G.S.
113A-57(3), provisions for permanent ground cover sufficient to restrain
erosion must be accomplished for all disturbed areas within 14 working days
or 90 calendar days (whichever is shorter) following completion of construction
or development.
VEGETATION MANTAINANCE:
IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT
MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE—ESTABLISH THE
STAND AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF THE YEAR IS NOT
APPROPRIATE FOR PERMANENT SEEDING.
RELOCATED CHAIN
LINK FENCE W/24'
DOUBLE SWING
GATE
CONSTRUCTION
ENTRANCE
NOTE: PROPOSED PIPES (3-36))RCP) AND PORTIONS OF
ACCESS DRIVE MAY BE INUNDATED DURING LARGE: STORM
EVENTS.
� TIMOTHY WAYNE TURNAGE
' P.I.N. 1537-16-7520.000
' D.B. 848, PG. 968
LLOYD TURNAGE & MARGIE S. TURNAGE
P.I.N. 1537-16-5593.000
,D.B. 866, PG. 675
ap
M EX. CHAIN LINK FENCE
Go RELOCATE AS SHOWN
Z
GRAYLON MCLAMB & MARY MARGARET MCLAMB
P.I.N. 1537-16-4922.000
D. B.. 827, PG. 857
ON A
a•' a
+y" 9
w
Uj
a <4' w
o
0
M
E
a)
n.
P-4
• ., -~
Z't 0 o
7-� � V Q
VJ v1 00
CL
n , • t
W/ w� X o
Z
lr-�1 i Q
;� 0
• {r�'�
00
aA v o
av
�Z W
O � a 5
-- o
r 1 U
�,/ o
CZ
E
0
0000)
C
T
C
(6
LLJ
v; o
<. U �O 0
W N m
L
Z 12 U N
0� C
W Qo a
O >
0
z U
O
0 j- j Q
75
Q a] ca Q m cc
z zCL 0� O 0
t_ o
O cD _ �w v� z a
Z Lu w
w
z �
LLJ
C �
lip
0
0
o
Cn
a)
�3
Cn
0
n.
U
v
z
T
cli
o en
U
X
LLJ N
W CZ
�- W 0
� �- o �
a_ 0I-- w V) ',,� z
Z o w�
w O � a 1— O op
0 Oft� w CNN w
O O U a_ 0 Q
� m~ O 00Z O
0 0 <z °° °-z
U � >Q o a-O�
J a
M
Cd
w
w
z
c�
z
w
0
O
z
w
C o
w Lu c
® ai
V
LU ♦ 0
a�
04 �'
Z �
4 CO)
L
Ct; LL V E
LU Oct
a�
z cozy
W
0
U
/R o
U
a�
a�
o'
a)
E
0
-o
:.c
EE PROJECT: 2640 '—
w
o
r
�
J

is
O
V)
w
1--
w
w
O
It
110
(V
i
w
O
cm
1--
0
Q0
N
U
CL
X
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity being
considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction
General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment
Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this
sheet may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar days
Timeframe variations
after ceasing land
disturbance
(a) Perimeter dikes, swales,
ditches, and perimeter
7
None
slopes
(b) High Quality Water (HQ
) 7
None
Zones
if slopes are 10' or less in length and are
(c) Slopes steeper than 3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in length and
with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes flatter
perimeter slopes and HQW Zones
than 4:1
14
-10 days for Falls Lake Watershed unless there is zer
slope
Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall
be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days
after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render
the surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table
below:
Y 1
i5 �y y r'�p<� Y{ �u /
,. .. ,'-'..� i. ...1P .� ��P �. .�.. ✓.. ..,. '., :..�+,r .,
y
C q ylv.4' � � �`py� y..�. ■ j� �. 't �q �
' ..,u < ', /'.,, ,:. .., v'Jk.. F�:i �.IA � � i���ii , » „e o,<. .r :, '.
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (DAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the
NC DWR List of Approved PAMS/flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in
accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by
secondary containment structures.
■
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle
when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or
disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to
contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and
does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide secondary
containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet away from storm drains streams or wetlands unless
p g Y ,
there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of
portable toilet behind silt fence or place on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary
waste hauler to remove leaking portable toilets and replace with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from
storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be
shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe
of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan
and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage
techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control
needs.
aNSITE CONCRETE WASHOUT
STRUCTURE MATH UNER
A -avow a
0 .tea o Q o
UESM
su N� ` a .ANi tiY.a 0 it -Ts m a
n+�a
CLEAFL
avo SM A -A a ma l i�iai tam= a� a no
awoo'J lux maaoi a M em aFxar wa®aaaae s >E ao wxaur awa swi
' (OW w) eE r�NOANA +�.N tlap Mar
L 1E OOIgE1E MAR iN11CMB NYLL EPOW RANEt Dx W 7M f E MAR ( ACIY W
YI/RAI®/BI S llglp AID/4 UD D'AN® 7W NOW AM= N=0 GrADW NN A
a ae Na 02groan: NNNN n NNNA W F�
i arA�' o m K own � WE � .D KWL
RF1 DIN GRAM LAW SIMMURE ABOVE cs" wnsFrour s1R11C71M
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste
regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer
and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. if an alternate method or
product is to be used, contact your approval authority for review and approval. If local standard details
are not available, use one of the two types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater
accumulated within the washout may not be pumped into or discharged to the storm drain system or
receiving surface waters. Liquid waste must be pumped out and removed from project.
6.. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that
no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s)
closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of
the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on
the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events.
Replace the tarp, sand bags or other temporary structural components when no longer functional. When
p g p rY p g
utilizing alternative or proprietary products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved
disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists
directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they
may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area
immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
31. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table below. When adverse
weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection
may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a
storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall
be performed upon the commencement of the next business day. Any time when inspections were delayed shall
be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan
must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC
plan shall be kept on site and available for inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
b A phase of grading has been completed.
() P g g p
Initial and date a co of the approved E&SC
copy pp
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete,. date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that
includes all the required elements. Use of electronically -available records in lieu of the required paper
copies will be allowed if shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is
infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the
following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean
Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S.143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Division regional office within the timeframes and in accordance with the other requirements listed below.
Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency
Center personnel at [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
s Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement fora written report on a
case -by -case basis.
• if the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
. Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement fora written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
2-3" COURSE_/
AGGREGATE
EXISTING
PAVEMENT
SLOPE FOR VEHICULAR TRAFFIC
EDGE
MAINTAIN BERM & VALLEY
TO PREVENT SEDIMENT LADEN
WATER FROM LEAVING SI
12n
10"
24"
6" MIN. 4TER FABRIC
TEMPORARY CO
NSTRUCTION ENTRANC
E_
(NOT TO SCALE)
Wire
?4-
Steel
Po
24-
Figure 6.82a 1 Ration detail of a sediment fence.
RM�
Cross-section
View
*,% Filter
fabric soc"ll trench Natural
and compacshlyt ground
�horou
41
! q• ut�t�
mm . •.
min
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD:
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IF GREATER
LENGTH: 50-FEET MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES,
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE
MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING
OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING
SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,
ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS
SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR
OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY
OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THiS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT AND
GLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
S7RENG7H SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE 77-/E
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
J. CONSTRUCT 7HE FILTER FABRIC FROM A CON77NUOUS ROLL CUT TO THE LENGTH OF THE BARRIER
TO AVOiD JOINTS• WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WI7H 4 FEET MINIMUM OVERLAP TO 7HE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WiRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO 7HT BOTTOM OF THE TRENCH.
FASTEN 7HE WiRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE
OR PLAS77C ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES
6. EXTRA S7RENG7H FILTER FABRIC WITH 6 FEET POST SPACING DOE NOT REQUIRE WiRE MESH
SUPPORT FENCE. SECURELY FASTEN 7HE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLASTIC
ZIP 77ES SHOULD HAVE MiNIMUM 50 POUND 7ENSILE S7RENGTH.
7. EXCA VA 7E A 7RENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.620).
8. PLACE 12 INCHES OF THE FABRIC ALONG 7HE BOTTOM AND SIDE OF THE 7RENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH
COMPAC77ON OF THE BACKFILL IS CRI77CAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXIS77NG TREES.
11. NO MEASURES ARE TO BE REMOVED UN77L DENR APPROVAL.
INSTALLA 77ON SPECIFICA 77ONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER 77-IAN THE MIDDLE OF
7HE FENCE. CHECK WITH A LEVEL iF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRI77CAL AREAS AND 6 FEET APART ON STANDARD
APPLICA TONS.
J. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF 77-1E SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS Wl77-1 THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE 77ES, ALL SPACED WITHIN THE TOP 8 INCHES
OF FABRIC. ATTACH EACH 77E DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH
PUNC7URE AT LEAST 1 INCH VER77CALL Y APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG
ON A POST NIPPLE WHEN 77GHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND 7HE END POSTS AND SECURE WITH 3 77ES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. 7HE INSTALLA77ON SHOULD BE CHECKED AND CORRECTED FOR ANY DEWA77ONS BEFORE
COMPACRON.
9. COMPAC77ON IS VITALLY IMPORTANT FOR EFFEC77VE RESULTS. COMPACT THE SOIL IMMEDIATELY
NEXT TO 7HE SILT FENCE FABRIC Wi7H 7HE FRONT WHEEL OF 7HE 7RACTOR, SKID STEER, OR
ROLLER EXER77NG AT LEASY 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SiDE FIRST,
AND THEN EACH SiDE TWICE FOR A TOTAL OF 4 ]RIPS
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIA T FL Y.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, 7EAR, DECOMPOSE, OR BECOME INEFFEC77VE,
REPLACE I T PROMP7L Y.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON 7HE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOS17S AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CON7RIBU77NG DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MAXIMUM PLACEMENT OF POST USING HOGINIRE WITH
APPROVED EROSION CONTROL FABRIC'S TO BE 10 FEET.
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING
APPROVED EROSION CONTROL FABRICS TO BE
6 FEET TO 8 FEET APART.
POST METAL. T-POST 5 FEET OR 6 FEET IN HEIGHT SILT -FENCE
DEPENDING ON FILL SLOPE OVER HOG WIRE:
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS
SPECIFICATIONS FOR EROSION CONTROL)
STONE #4 WASHED STONE TO BE PLACED 12 INCHES
VARIES (SEE PLAN)
V MIN. -i
.. .
N., SILT -FENCE
,.i•i.i.i•i•i•i.r:•
ice• _•i_�'#i'..� =• _�•xy=0Re o • •
TEMPORARY STONE OUTLET
FOR SILT FENCE
5 ��t=lflsT
\` R0
' vi
-e ! uJ
LU
2 44 z
w
�,�.� 0
JM.�} Q
15
0
co
W
>�
qN 5N 00 E �
z o g
OCIO
V./ 4� oco
s~
zo��a 0
• a� �, o
Ual
o
aUiv
z o w -C3
4�4-4 =
o
U c
0
E
0
c
co
a>
0
w -
J
<i .W_I
U U H 0 0
Q cV o
LLI a>
z Z UN
CU
O FW-1`J CL
w `c o >,
O > CU
= o
a�
E
z
O
z0
a °° m ¢ m
U
N
� 2!n �
ry 0
0LJ (D �w cY�`L z a
U- Fn 11 w w } o
w o = w .-
z o v >
Q � �
i- U) T
CU
E2
Cn
CZ
Cn
.,
N
co
o
0
s=
U
z
a
aD
Q..
0
U)
ry
w
x
cu
}-
=
(10
w
C)ry
ry
O-
J
o-Z
W��
z
W
C�
O
�0N0
w
ry
0w
U
p
z
LLJ
_
OW
ml--
O
0XZ
O
z
ry
LLl
o
ryz
W
a-°�z
0
1- �
W ry
a
I Z
O
Q=
J
d
�
cO
W
07
Otf
w
_z
0
z
w
v
O
z
w
c
o
o
♦A
v i
O
Lu
to
V
a�
a>
c
o
V
m
cv
Q
�
. `
W
Q
5
U
0
cn
a�
O
v
a
Z
0
U
.E
2
U
a�
a�
0
5
U
7+
c
a)
E
U
O
Ln
e#OOEE PROJECT: 2640 '-
i--
Z O
- z
116,
OF 2

zs
O
V)
w
F-
w
w
6
Q0
N
/
Ln
w
m
U
CC
F—
a
6
CIO
V
N
O
i
Q.
LEGEND
UP
UTILITY POLE
AL
AREA LIGHT
WM
WATER METER
SSMH SANITARY SEWER MANHOLE
EOP
EDGE OF PAVEMENT
R/W
RIGHT OF WAY
WV
WATER VALVE
TP
TELEPHONE PEDESTAL
SN
SIGN
VICINITY
NTS
PURSUANT TO G.S. 143-215.1 ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
—x x x x x x x TEMPORARY SILT FENCE (TSF) TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
LIMITS OF DISTURBED AREA AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
—'� q — TOTAL DISTURBED AREA=0.99 ACRES CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
-------100— — — — — — — — EXISTING CONTOUR
1) Ground Stabilization*
t� FINISH GRADE CONTOUR.
x 10:0 EXISTING SPOT ELEVATION
x too.00 PROPOSED SPOT ELEVATION
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
. None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
7-days for slopes
flatten
14 days
greater than 50 feet
in length
• All other areas
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
H W Zones
"Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
,I impracticable." (Section IL3(2)(b)} '
LINDA RUTH BEASLEY
o P.I.N. 1537-17-6493.000
o D.B. 1303, PG. 591
10
MAP198-488 '
-o
v 233x INSTALL RIP RAP ON 2:1' SLOPE
.28 \ -
SAS SHOWN. USE RIP RAP
, d50=6", MIN. DEPTH=18" S o2' 14' 18" E 1_566,17'
m \
JPF PROPERTIES, LLC L '� E
P.LN. 1537-17-7973.000 EX. CHAIN LINK
TAMP. SILT FEN�C .x...- ....... ,----
D.B. 2018, PG. 878 l �, AS SHOWN TYP. Nw --_ x - -- x --�-------�' """' .. '''•+ `�
MAP12005-35 ` �' N x _.� __._ - x x
I-- < N
f l
EX. WILAND N
� �
.55X _ \ Ill{IjII Ix
` NEW\20' ACCESS DF3IVE � TEtt7fP. ILT FENCE
o L 2388? MC -STONE) \ w °` \No\\\\s \)// % } AROUND STOCKPILE
f X 3U. ,. x--� ,+,� �' ?3) j \\\\✓// ( ' x AREA
235.87 35.67 ��
11 illy
TEMP. SILK FENCE
3 EAC / \h.� OUTLETS AS\ SHOWN
40LF- "RCP @ 0
o 23 5 HIGH I V.=233.5 \
1 235 \
o O, EMP SILT IENCE 1
<� _. — �- — -� � INSTALL RIPS R P�'ON 2:1 �SL�PE '`
A(S �HflWN' IYP. �'� � \
4 AS SHOWN,-LJSE RIP RAP \ \
d50 fir, MIN. DEP1N=18
LINDA RUTH BEASLEY
P.I.N. 1537-17-7106.000
D.B. 1303, PG. 591
MAP198-488
Lj
WETLANDS DISTUR ANCE NEEDED 0 '�� X 233.41 EX. WETLANDS <
CROSSING \ n � � � � � x / �
TOTAL 6155SF .141 AC � � � ` � � �► IN, \ � x � � x / / EX. CHAIN LINK FENCE 23g� �
2560SF IN RIP IAN BUFFER (0.05 AC)
N 02'13'32" W 299.46
N 02'16'51" W 299.63'
MILDRED FRANCES TART BECKY ANN BEST
TOTAL DRAINAGE AREA P.I.N. 1537-17-3505.000
P.I.N. 1537-17-3214.000
D.B. 2140, PG. 841 D.B. 1303, PG. 587
i 85.0 acres / 98-488
Q=0.4(7.2)(185.0)=533CFS MAP198-488 MAP #
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,
2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS,
DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM
THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL. NCDEN R.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE FAYETTEVILLE REGIONAL
OFFICE AT [phone].
NOTE: A SEPARATE EROSION CONTROL PERMIT WILL BE REQUIRED FOR EACH INDIVIDUAL LOT PRIOR TO
LAND DISTURBANCE.
NOTE: FLOOD ZONES EXIST ON THE SUBJECT PROPERTY.
WETLANDS HAVE BEEN DELINEATED AND ARE DEPICTED ON THIS PLAN
CONSTRUCTION SEQUENCE
1) INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE.
2) INSTALL EROSION CONTROL MEASURES AS SHOWN ON PLANS.
3) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS AND SITE SWALES WITH
ASSOCIATED EROSION CONTROL PROTECTION BEFORE BEGINNING SITE GRADING.
4) STRIP TOPSOIL.
5) GRADE SITE.
6) GRASS AREAS THAT WILL NOT BE DISTURBED.
7) INSTALL UTILITIES.
7) PLACE BASE -COURSE.
8) SEED AND MULCH ALL AREAS TO PROVIDE PERMANENT GROUNDCOVER WITHIN 14
WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING, AND WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9) MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
10) NO SEDIMENT OR EROSION CONTROL MEASURES ARE TO BE REMOVED WITHOUT
THE APPROVAL OF AN NCDEQ INSPECTOR.
SEEDING SPECIFICATIONS
SEEDBED PREPARATION
THOROUGHLY CULTIVATE
LAWN AREAS BY DISCING TO A DEPTH OF 6" AND
RAKING THE SURFACE SMOOTH TO REQUIRED GRADES. APPLY 4,000 LBS. OF
AGRICULTURAL LIME PER
ACRE AND 1,000 LBS. OF 10-10-10
OR EQUIVALENT
FERTILIZER PER ACRE.
TEMPORARY SEEDING
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING
OF PERMANENT
LAWNS OR FILL SLOPES,
PROCEED AS FOLLOWS:
AUG. 15TH-MAR. 1ST
SOW RYE GRAIN AT THE RATE OF
120 LBS. PER ACRE.
MAR. 1ST-AUG. 15TH
SOW GRAIN MILLET AT THE RATE
OF 40 LBS. PER ACRE.
PERMANENT SEEDING
SEASON
VARIETY
RATE(LBS/ACRE
AUG 15 - NOV 1ST
KOREAN LESPEDEZA
50
OR KOBE LESPEDEZA
50
AND TALL FESCUE
60
NOV 15 - MARCH 1ST
TALL FESCUE
120
AND ABRUZZI RYE
25
MARCH 1 — APRIL 15
TALL FESCUE
120
APRIL 15 — JUNE 30
HULLED COMMON BERMUDA
12
JUNE 30 — AUG 15
TALL FESCUE
60
AND BROWNTOP MILLET
25
MULCHING
IMMEDIATELY AFTER SEED AREA SOWN, MULCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET.
SECURING MULCH:
THE MULCH SHALL BE HELD IN PLACE BY EMULSIFIED ASPHALT BINDER ON
SLOPES 2 TO 1 OR STEEPER, OR AS REQUIRED. APPLY ASPHALT AT 0.10
GALLON PER SQUARE YARD. IN HEAVY TRAFFIC AREAS, USE TYPE "RS" OR
"CRS" TO MINIMIZE REMOVAL OF TACK COAT. SYNTHETIC BINDERS MAY BE
USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR THE MULCH.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO
BE LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
MAINTENANCE
1. TEMPORARY SEEDING:
RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR
WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW.
PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
II. PERMANENT SEEDING:
GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE
FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE
FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND
MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF
POSSIBLE.
RESEEDING --IF A STAND HAS INADEQUATE COVER, RE—EVALUATE CHOICE
OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER.
RE --ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR OVER —SEED
THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE
TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
NOTE: Pursuant to G.S. 113A-57(2), the angle for graded slopes and fills
shall be no greater than the angle that can be retained by vegetative cover
or other adequate erosion —control devices or structures. In any event, slopes
left exposed will, within 14 calendar days of completion of any phase of
grading be planted or otherwise provided with temporary or permanent ground
cover, devices, or structures sufficient to restrain erosion. Pursuant to G.S.
113A-57(3), provisions for permanent ground cover sufficient to restrain
erosion must be accomplished for all disturbed areas within 14 working days
or 90 calendar days (whichever is shorter) following completion of construction
or development.
VEGETATION MANTAINANCE:
IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT
MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE—ESTABLISH THE
STAND AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER
SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF THE YEAR IS NOT
APPROPRIATE FOR PERMANENT SEEDING.
RELOCATED CHAIN
LINK FENCE W/24'
DOUBLE SWING
GATE
CONSTRUCTION
ENTRANCE
NOTE: PROPOSED PIPES (3-36))RCP) AND PORTIONS OF
ACCESS DRIVE MAY BE INUNDATED DURING LARGE: STORM
EVENTS.
� TIMOTHY WAYNE TURNAGE
' P.I.N. 1537-16-7520.000
' D.B. 848, PG. 968
LLOYD TURNAGE & MARGIE S. TURNAGE
P.I.N. 1537-16-5593.000
,D.B. 866, PG. 675
ap
M EX. CHAIN LINK FENCE
Go RELOCATE AS SHOWN
Z
GRAYLON MCLAMB & MARY MARGARET MCLAMB
P.I.N. 1537-16-4922.000
D. B.. 827, PG. 857
ON A
a•' a
+y" 9
w
Uj
a <4' w
o
0
M
E
a)
n.
P-4
• ., -~
Z't 0 o
7-� � V Q
VJ v1 00
CL
n , • t
W/ w� X o
Z
lr-�1 i Q
;� 0
• {r�'�
00
aA v o
av
�Z W
O � a 5
-- o
r 1 U
�,/ o
CZ
E
0
0000)
C
T
C
(6
LLJ
v; o
<. U �O 0
W N m
L
Z 12 U N
0� C
W Qo a
O >
0
z U
O
0 j- j Q
75
Q a] ca Q m cc
z zCL 0� O 0
t_ o
O cD _ �w v� z a
Z Lu w
w
z �
LLJ
C �
lip
0
0
o
Cn
a)
�3
Cn
0
n.
U
v
z
T
cli
o en
U
X
LLJ N
W CZ
�- W 0
� �- o �
a_ 0I-- w V) ',,� z
Z o w�
w O � a 1— O op
0 Oft� w CNN w
O O U a_ 0 Q
� m~ O 00Z O
0 0 <z °° °-z
U � >Q o a-O�
J a
M
Cd
w
w
z
c�
z
w
0
O
z
w
C o
w Lu c
® ai
V
LU ♦ 0
a�
04 �'
Z �
4 CO)
L
Ct; LL V E
LU Oct
a�
z cozy
W
0
U
/R o
U
a�
a�
o'
a)
E
0
-o
:.c
EE PROJECT: 2640 '—
w
o
r
�
J

is
O
V)
w
1--
w
w
O
It
110
(V
i
w
O
cm
1--
0
Q0
N
U
CL
X
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCGO1
CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction activity being
considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction
General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment
Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this
sheet may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
Site Area Description
many calendar days
Timeframe variations
after ceasing land
disturbance
(a) Perimeter dikes, swales,
ditches, and perimeter
7
None
slopes
(b) High Quality Water (HQ
) 7
None
Zones
if slopes are 10' or less in length and are
(c) Slopes steeper than 3:1
7
not steeper than 2:1,14 days are
allowed
-7 days for slopes greater than 50' in length and
with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales, ditches,
perimeter slopes and HQW Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches,
(e) Areas with slopes flatter
perimeter slopes and HQW Zones
than 4:1
14
-10 days for Falls Lake Watershed unless there is zer
slope
Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall
be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days
after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render
the surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table
below:
Y 1
i5 �y y r'�p<� Y{ �u /
,. .. ,'-'..� i. ...1P .� ��P �. .�.. ✓.. ..,. '., :..�+,r .,
y
C q ylv.4' � � �`py� y..�. ■ j� �. 't �q �
' ..,u < ', /'.,, ,:. .., v'Jk.. F�:i �.IA � � i���ii , » „e o,<. .r :, '.
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (DAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the
NC DWR List of Approved PAMS/flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/Flocculants and in
accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or surrounded by
secondary containment structures.
■
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. identify leaks and repair as soon as feasible, or remove leaking equipment from the project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle
when possible).
5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or
disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to
contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and
does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide secondary
containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other
alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.
PORTABLE TOILETS
1. Install portable toilets on level round at least 50 feet away from storm drains streams or wetlands unless
p g Y ,
there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of
portable toilet behind silt fence or place on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary
waste hauler to remove leaking portable toilets and replace with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from
storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be
shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe
of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan
and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage
techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control
needs.
aNSITE CONCRETE WASHOUT
STRUCTURE MATH UNER
A -avow a
0 .tea o Q o
UESM
su N� ` a .ANi tiY.a 0 it -Ts m a
n+�a
CLEAFL
avo SM A -A a ma l i�iai tam= a� a no
awoo'J lux maaoi a M em aFxar wa®aaaae s >E ao wxaur awa swi
' (OW w) eE r�NOANA +�.N tlap Mar
L 1E OOIgE1E MAR iN11CMB NYLL EPOW RANEt Dx W 7M f E MAR ( ACIY W
YI/RAI®/BI S llglp AID/4 UD D'AN® 7W NOW AM= N=0 GrADW NN A
a ae Na 02groan: NNNN n NNNA W F�
i arA�' o m K own � WE � .D KWL
RF1 DIN GRAM LAW SIMMURE ABOVE cs" wnsFrour s1R11C71M
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste
regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer
and associated materials on impervious barrier and within lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. if an alternate method or
product is to be used, contact your approval authority for review and approval. If local standard details
are not available, use one of the two types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater
accumulated within the washout may not be pumped into or discharged to the storm drain system or
receiving surface waters. Liquid waste must be pumped out and removed from project.
6.. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that
no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s)
closest to the washout which could receive spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of
the washout. Additional controls may be required by the approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits. Post signage on
the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit overflow events.
Replace the tarp, sand bags or other temporary structural components when no longer functional. When
p g p rY p g
utilizing alternative or proprietary products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved
disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists
directions for use, ingredients and first aid steps in case of accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they
may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area
immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
31. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table below. When adverse
weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection
may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a
storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall
be performed upon the commencement of the next business day. Any time when inspections were delayed shall
be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan
must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC
plan shall be kept on site and available for inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
b A phase of grading has been completed.
() P g g p
Initial and date a co of the approved E&SC
copy pp
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete,. date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall record the required
observations on the Inspection Record Form provided by the Division or a similar inspection form that
includes all the required elements. Use of electronically -available records in lieu of the required paper
copies will be allowed if shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART 11, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is
infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the
following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean
Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S.143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Division regional office within the timeframes and in accordance with the other requirements listed below.
Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency
Center personnel at [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
s Within 7calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement fora written report on a
case -by -case basis.
• if the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
. Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
• Division staff may waive the requirement fora written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
2-3" COURSE_/
AGGREGATE
EXISTING
PAVEMENT
SLOPE FOR VEHICULAR TRAFFIC
EDGE
MAINTAIN BERM & VALLEY
TO PREVENT SEDIMENT LADEN
WATER FROM LEAVING SI
12n
10"
24"
6" MIN. 4TER FABRIC
TEMPORARY CO
NSTRUCTION ENTRANC
E_
(NOT TO SCALE)
Wire
?4-
Steel
Po
24-
Figure 6.82a 1 Ration detail of a sediment fence.
RM�
Cross-section
View
*,% Filter
fabric soc"ll trench Natural
and compacshlyt ground
�horou
41
! q• ut�t�
mm . •.
min
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD:
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF
THE VEHICULAR ENTRANCE AND EXIT
AREA, WHICHEVER IF GREATER
LENGTH: 50-FEET MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES,
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE
MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING
OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING
SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,
ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS
SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR
OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY
OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH
WATER TABLE.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THiS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT AND
GLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
S7RENG7H SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE 77-/E
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
J. CONSTRUCT 7HE FILTER FABRIC FROM A CON77NUOUS ROLL CUT TO THE LENGTH OF THE BARRIER
TO AVOiD JOINTS• WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WI7H 4 FEET MINIMUM OVERLAP TO 7HE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WiRE MESH FASTENED SECURELY TO THE
UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO 7HT BOTTOM OF THE TRENCH.
FASTEN 7HE WiRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE
OR PLAS77C ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES
6. EXTRA S7RENG7H FILTER FABRIC WITH 6 FEET POST SPACING DOE NOT REQUIRE WiRE MESH
SUPPORT FENCE. SECURELY FASTEN 7HE FILTER FABRIC DIRECTLY TO POSTS WIRE OR PLASTIC
ZIP 77ES SHOULD HAVE MiNIMUM 50 POUND 7ENSILE S7RENGTH.
7. EXCA VA 7E A 7RENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.620).
8. PLACE 12 INCHES OF THE FABRIC ALONG 7HE BOTTOM AND SIDE OF THE 7RENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH
COMPAC77ON OF THE BACKFILL IS CRI77CAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXIS77NG TREES.
11. NO MEASURES ARE TO BE REMOVED UN77L DENR APPROVAL.
INSTALLA 77ON SPECIFICA 77ONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER 77-IAN THE MIDDLE OF
7HE FENCE. CHECK WITH A LEVEL iF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRI77CAL AREAS AND 6 FEET APART ON STANDARD
APPLICA TONS.
J. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF 77-1E SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS Wl77-1 THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE 77ES, ALL SPACED WITHIN THE TOP 8 INCHES
OF FABRIC. ATTACH EACH 77E DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH
PUNC7URE AT LEAST 1 INCH VER77CALL Y APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG
ON A POST NIPPLE WHEN 77GHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND 7HE END POSTS AND SECURE WITH 3 77ES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. 7HE INSTALLA77ON SHOULD BE CHECKED AND CORRECTED FOR ANY DEWA77ONS BEFORE
COMPACRON.
9. COMPAC77ON IS VITALLY IMPORTANT FOR EFFEC77VE RESULTS. COMPACT THE SOIL IMMEDIATELY
NEXT TO 7HE SILT FENCE FABRIC Wi7H 7HE FRONT WHEEL OF 7HE 7RACTOR, SKID STEER, OR
ROLLER EXER77NG AT LEASY 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SiDE FIRST,
AND THEN EACH SiDE TWICE FOR A TOTAL OF 4 ]RIPS
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIA T FL Y.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, 7EAR, DECOMPOSE, OR BECOME INEFFEC77VE,
REPLACE I T PROMP7L Y.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON 7HE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOS17S AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CON7RIBU77NG DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MAXIMUM PLACEMENT OF POST USING HOGINIRE WITH
APPROVED EROSION CONTROL FABRIC'S TO BE 10 FEET.
MAXIMUM PLACEMENT OF POST WITHOUT HOG WIRE USING
APPROVED EROSION CONTROL FABRICS TO BE
6 FEET TO 8 FEET APART.
POST METAL. T-POST 5 FEET OR 6 FEET IN HEIGHT SILT -FENCE
DEPENDING ON FILL SLOPE OVER HOG WIRE:
FABRIC 36 INCHES IN WIDTH (MUST MEET ENGINEERS
SPECIFICATIONS FOR EROSION CONTROL)
STONE #4 WASHED STONE TO BE PLACED 12 INCHES
VARIES (SEE PLAN)
V MIN. -i
.. .
N., SILT -FENCE
,.i•i.i.i•i•i•i.r:•
ice• _•i_�'#i'..� =• _�•xy=0Re o • •
TEMPORARY STONE OUTLET
FOR SILT FENCE
5 ��t=lflsT
\` R0
' vi
-e ! uJ
LU
2 44 z
w
�,�.� 0
JM.�} Q
15
0
co
W
>�
qN 5N 00 E �
z o g
OCIO
V./ 4� oco
s~
zo��a 0
• a� �, o
Ual
o
aUiv
z o w -C3
4�4-4 =
o
U c
0
E
0
c
co
a>
0
w -
J
<i .W_I
U U H 0 0
Q cV o
LLI a>
z Z UN
CU
O FW-1`J CL
w `c o >,
O > CU
= o
a�
E
z
O
z0
a °° m ¢ m
U
N
� 2!n �
ry 0
0LJ (D �w cY�`L z a
U- Fn 11 w w } o
w o = w .-
z o v >
Q � �
i- U) T
CU
E2
Cn
CZ
Cn
.,
N
co
o
0
s=
U
z
a
aD
Q..
0
U)
ry
w
x
cu
}-
=
(10
w
C)ry
ry
O-
J
o-Z
W��
z
W
C�
O
�0N0
w
ry
0w
U
p
z
LLJ
_
OW
ml--
O
0XZ
O
z
ry
LLl
o
ryz
W
a-°�z
0
1- �
W ry
a
I Z
O
Q=
J
d
�
cO
W
07
Otf
w
_z
0
z
w
v
O
z
w
c
o
o
♦A
v i
O
Lu
to
V
a�
a>
c
o
V
m
cv
Q
�
. `
W
Q
5
U
0
cn
a�
O
v
a
Z
0
U
.E
2
U
a�
a�
0
5
U
7+
c
a)
E
U
O
Ln
e#OOEE PROJECT: 2640 '-
i--
Z O
- z
116,
OF 2