20170794 Ver 1_401 Application_20170628

1 � ,
CAROLINA
ECOSYSTEMS,
June 21, 2017
0 NC Hwy 42 West; Clayton, NC 27520
INCO- ^p
`' P:919-359-1102 — F:919-585-5570
Ms. Karen Higgins
NCDEQ — Division of Water Resources
401 & Buffer Permitting Branch 2 0 1 7 0 7 9 4
1617 Mail Service Center
Raleigh, NC 27699
oCC�C�O�'IC�
jUN 2 8 2017
DEO-WATER RESOURCES
401 & BUFFER PERMITTING
RE: Pre -Construction Notification: Nationwide Permit 33 and General Certification No. 4094
Capital Materials LCID Landfill & Recycling Center
Franklinton, NC
Dear Ms. Higgins:
Carolina Ecosystems, Inc., has prepared the attached pre -construction notification for the above
referenced project for a Clean Water Act Section 404 Nationwide Permit 33. The project would
enhance the current function of an existing stormwater basin on the existing landfill property.
The proposed basin would temporarily impact 0.01 acre of wetland and 70 linear feet of
perennial stream channel in order to enhance and regrade the existing sediment basin. There will
also be 845 square feet of exempt impacts to Zone 2 buffers for grading and revegetation, as well
as 1,894 square feet of allowable impacts to Zone 1 buffers for temporary sediment and erosion
control measures.
The enclosed Pre -Construction Notification form, Vicinity map, USGS map, Basin Location
map, stream, wetland, and buffer impact drawings, and erosion & sedimentation control plan are
being submitted for your review and approval of this project.
Sincerely,
Carolina Ecosystems, Inc.
Phil May
Senior Environmental Scientist
cc: Andy Williams, USAGE, Raleigh Field Office

J
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 33 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
NX 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express NX Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
NX Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
N Yes NX No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes NX No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes NX No
2.
Project Information
2a.
Name of project:
Capital Materials LCID Landfill and Recycling Center
2b.
County:
Franklin County
2c.
Nearest municipality / town:
Franklinton
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Bald Eagle Land DevelopmentLLC
3b.
Deed Book and Page No.
1949/161
3c.
Responsible Party (for LLC if
applicable):
J.G. Loftin, Jr.
3d.
Street address:
8310 Banford Way
3e.
City, state, zip:
Raleigh, NC 27615
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Phil May
5b. Business name Carolina Ecosystems, Inc.
(if applicable):
5c. Street address:
3040 NC Hwy 42
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
[phone]
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1854-13-7639 and 1854-22-2908
1 b.
Site coordinates (in decimal degrees):
Latitude: 36.0670
Longitude: -78.4866
1 c.
Property size:
67.8 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project:
Cedar Creek
2b.
Water Quality Classification of nearest receiving water:
C;NSW
2c.
River basin:
Tar -Pamlico
— • .wj— vWi Ul 1FJId V11
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The property is currently being utilized as a land clearing and inert debris landfill and recycling center. Surrounding areas are primarily forested with
interspersed commercial/industrial areas.
3b. List the total estimated acreage of all existing wetlands on the property: 0.76 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,993 linear feet
3d. Explain the purpose of the proposed project:
The project will enhance the function of an existing stormwater basin on the property.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project will include clearing of vegetation and regrading of slopes within Zone 2 of stream buffers. There will also be temporary impacts to
streams and wetlands to allow for construction access to the project, including potential dewatering of the channel adjacent to the basin while
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑Unknown
Corps or State been requested or obtained for this property /
project (includingall riot phases)in the past? Comments: PJp,gpplication submitted on 02/24/2017.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Carolina Ecosystems, Inc.
Name (if known): Rob Crowther/Phil May Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ❑Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 T
Construction Access
Headwater Wetland
Yes
Corps
0.01
W2
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.01
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Dewatering
UT to Cedar Creek
PER
DWQ
4
70
S2 -
Choose one
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
70
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody
Area of impact (acres)
Permanent (P) or
type
Temporary
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c. 5d. 5e.
Pond ID number
Proposed use or
Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation. then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑X Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
6c.
6d.
6e.
6f.
6g.
Buffer Impact
Reason for impact
Stream name
Buffer
Zone 1
Zone 2
number —
mitigation
impact
impact
Permanent (P) or
required?
(square
(square
Temporary T
feet)
feet
B1 T
Sedimient/Erosion Control
UT to Cedar Creek
No
1,894
B2 P
Grading and Revegetation
UT to Cedar Creek
No
845
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
1,894
845
6i. Comments: Impact numbers do not include buffers within the existing basin footprint.
Nage 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Permanent impacts to wetlands/streams have been avoided by increasing the basin to the south. Impacts are proposed only due to the proximity of
the basin to the stream/wetland making it difficult to construct without access.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The stream will be dewatered using a bypass pipe or pump during grading operations. Standard sediment and erosion control measures approved by
NCDMLR will be implemented.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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

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

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

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website https://www.fws.gov/raleigh/species/cntylist/franklin.html. NC Natural Heritage Program GIS data updated April 2017.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HPOWEB Map Service http://gis.ncdcr.gov/hpoweb/. National Register of Historic Places http://www.nps.gov/nr/research/.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Franklin County GIS floodplain mapping, North Carolina Floodplain Mapping Program http://www.nefloodmaps.com/
J.G. Loftin, Jr.
- 11�y- ,
6/19/2017
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

(�o r d
96
56-
00,
Fra inton Awa st
61
Goll
Country Club
'N
TZ
C-1
Rale.
Brand
0,
0
96
Mitclral1 Rd
Ra
fj'l
C" ell" qci
oungsville,,
ar4sd
0n
Notd
4
96
Lat 36.0666 Long -78.4865
'v
Project Location:
Gi
N
Franklin County, NC
.7
CAROLINA
N
Property Boundary
Capital Materials
ECOSYSTEMS
Miles
Franklin County, NC
0 0.5 1
USGS Named Streams
February 2017
ESR1 World Street Map
Figure 1: Vicinity Map

T �� n'� VY♦ryr� 6
-
,
FE, ,�' .t �. '' .. 1 • :' A � �,e.�. � Y , � ..,qb'! '` a � �ia.'y ►,yp * a s��_r :Y'
� F
..�.. � � {.@ �'•w jib �"ti `�'S
`� r •`"'- r s � � 'moi«�4 s 'r � � � +� M � �,. �
x:
c
4
'9'r }�, J`,�.n .�'� a. .: .�� � ' •ram p«.p'-"' � �"i, ,.`W;,r
49
PF
A
1

Dowsg. Erw ID. Eeoanae�-nse..anieoeea
I
a 4.
SITE LOCATIO
f
g
SITE LOCATION MAP
© 2017 Smith Gardner
CAPITAL MATERIALS AND RECYCLING, LLC
FRANKLIN COUNTY, NORTH CAROLINA
LCID LANDFILL
G RECYCLING FACILITY
(PERMIT NO. 35-05)
EROSION &SEDIMENTATION CONTROL PLAN
MAY 201?
SHEET NO.
DRAWING NO.
DRAWING TITLE
REVISION NO. L
1
2
3
4
S
6
7
S1
S2
D1
D2
D3
D4
TITLE - COVER SHEET
EXISTING CONDITIONS
EROSION & SEDIMENTATION CONTROL PLAN
DETAILS (SHEET 1 OF 4)
DETAILS (SHEET 2 OF 41
DETAILS (SHEET 3 OF 4)
DETAILS (SHEET 40F4)
0
0
Qj STANDARD SECTION LOCATION
0
Q CALLOUT (SHEET AND DETAILI
0
'�kQ SECTION REFERENCED
SHEET WHERE SECTION IS PRESENTED
PERMIT ISSUE
NOT FOR CONSTRUCTION
NC LIC. N0. F-1370IMINEERINGI
ARa
SMITH+6ARONER_5
14 N. Boylan Avenue, Raleigh NC 27603 1919.828,0577
STANDARD DETAIL CALLOUT
DETAIL REFERENCED
SHEET WHERE DETAIL--ff�—
IS PRESENTED
STANDARD DETAIL LABEL AND CALLOUT
DDEETTAAIL TITLE
SCALE AS SDETAIL REFERENCED
SHEET WHERE DETAIL
IS PRESENTED
STANDARD REVISION
CALLOUT (SHEET AND DETAIL)
SHEET SET REVISION NUMBER
8711
I+n� Rcan �.B

00.6§0 ��w i0. Eeaweanazasenz-nes�sesEan,aoEea
a
JAMES T. MOSS ✓R.
I 3.7, WOOT£N CCRPCRATA)N
R SUSAN C, M055
DB to", PO 994
OH 123.3, PG 60
PID: 33107
A�s,P�t6
PTD: 004261
N ®-
�
, ,
, /
,
- F. WOOTEN' /
coRPo
/
PERMIT ISSUE
CAPITAL NATERUIS AND
M ® E
/
/
-�
PC 2 /
08 1582, PG 261 /
PID. O 394
RECYCLING, LLC
IS
% ' �,
1
/
,
NOT FOR CONSTRUCTION
FRANKLIN COUNTY,
v�&
• 1\ �`
/
/
NORTH CAROLINA
\
\
I \•
/ M4RT,N MARIETTA AUTERGLS INC.
DB 988, PC 3
1
\ \,\• �'S2 PID. 004597
/ \ c.tan9Eau+
JOHN D. WCOONALD \ I r.
E ✓ULU A. AMCDONACD I ,--
OB PO J
0 '�! rAoSQIE `` _ r M I T N+
M8 5, PG 18 I - hr•r J'\•?� ' FACILITY BgRpARY /
AD, 0-4279 - I ' l
I ux -. • 7� ,/ /l /60.26,.
44pr ARDNER
1,01D afAw DIDWS $rORAGE• ;'Y •DVs7wN SmwAwr nv E N G I
EERS
I♦ /� / 1 \ \ q.;r. .eleyA AR 27603! 919.918 Uv--�
aOSED LCID LAWRL A
_ • �/ • / \ \ _ i J
® • /. IMG *AOS � -2 ' , rosy D. DMENTa I
UB 844, PC 636
h t __ 1 , PO, 0048IJ
JAMES T M055 JR. I I
♦ /'" � ' \ ! A7SANG SfDAIOVT BASaV ;` \ "L
0 SUSAN C MOSS ♦ i / ` \
OB 1020, PC 994 ♦ ! 7/ 21 \ \, `� I
MB 5, PG 18
SEAL
I %I ♦♦•♦ �iJ■ � Ai , / uI� — \♦♦'
PID. �RC.4-0
00426! �•.I\
°\g
/ 5 023002
S* T-7 a ~ r
NDR l7SWWARAN
F. �
soyOP rN +i
s/zo/20172. ------
PC
CERTIFIED RECYCLING ARE) �s oD ® m-1/ ♦�ryq A'ya+� \ \.
5.1 ACRES I i /♦6j s I VES \\ ♦ (/ CLOSED Lev
i
/' / + ls r ♦ ` ( iI PROPOSED DISASTER
/ ♦ 1 5 1 / / DEBPoS 91E WILTS /��8' • Dw
\ • ♦ AREA 2 ♦ • m-9no
/ \ �� ♦♦ ,♦•♦�■www♦� 1 / � I ♦' ® h ,� � �
AND C010R1 1 1 ♦ TP -lo / / / " " 5
i \ pOSr<D Lp0 [AnroFLt j • AREA 1 P- �► // . /
/ \ ♦ i
ti
`L% WATER STORAX TMG(
DOSING 70)DSLX DOSING 01776T
41
WATER NIL
/ \ % ♦ \ ♦ ® TP -5 ♦ / \
' \ % +♦ ♦♦ \ .30• ACCM
r
s
p -y \ \ \ 1�► - u <, -.,... / .oa a,
OBcAIttpME1N7I
qP7G I,BuBt ?I
2015•Ac
LEGEND
I.w
j / ryo
DOSrNC 70' CAVUSq WCAIC-FM, LLC s o. \ % �' C6Nay7' BRICK AND 0
DS 1554, PG 72\ ASPNAI T PROCESSING SCYi
Fk5lA1C 2' CYNIDUP MB 2006. PG 182 �- OtER B£NFf]CY•AL FILL
PID: 0393 r 6 STL"X.Af ,(F
— - - — PAYrtRn tPE (3F AT:7Bd9KF t)
ALL NFA 1htR ACIirSS IPOAD ... a ■ u ■ ■ ■ ■ ■5,02011199111 w \
- - - - - - - - AnYaNr AWLrD9n (¢2 AEFFA6Mz V m
— - — ugwvr w AVIr or ■ y PW--lW DfaKY/70V \. �► •. / / / l
21 EN�EtTe \ Wy " ICID LANDFILL
09 ?a11ss I I /
— — — — APPRIDAM F RNSIr 97940( \ 344.69' —Bw 2012. P 143 ? 1 / / /i S RECYCLING FACILITY
w� fAOun BOl4OMY APPROAMLA/F w11SIE _ \.� ` a B9.4B•i ''W 1 �\�'SITE
EROSION G SEDIMENTATION
83'13.09" �/
m a lsm ■ m m ■ 'm ZA9E19"W80("y '�NA� '' \ � 'G' G.s. `�"""" � ENTRANCE CONTROL PLAN
— — DttBr (sEF AEfBEAEF J) - \ DR 7
2 as 20 ,6B/ / l
8 _ Bw 20,2 PG 17
AERM05 AREA fRTalED RECYCLING AREA \\n a PRTI INC., / ry y 3 5 857:79' E
(15 ACRES) ` DB 2007, PG 880 7500'\ ADJACENT PARCEL SCHEDULE
M8 2015. PG 168 / m `' 7
CD9rBED AECK WG MFA - 7D.' 042596
�C IF -5 EST Hr 01 / 3 / / MAP PARCEL ID ACRFAEE ONER1 0425M 478 PR EXISTING CONDITIONS
g /_' — _ •_• -- — / ' - - / / 2 o05R55X
OUSf RELY YATIEWS ITE ESTATE
F011 — — aaeou TT6EH1. IOPOotDATA qiW AEWAL SURREY OAIED APRL 17. 2016 PERFOIUED ; M1 r: 39'380x- w 5,4.09' / OJ9316 ■71C-FlI, LLC
BY OECOATA COAPORATICM2EBULg1NC CMMIMATE SYSIEEI: „,,,� MARGARET PERRY ANO WILLMM D. FINCH�NotiN CAROLMA STATE vlA1E NAD81 MGW19 AERIM.AI DAIUIL OB1209, PG 1S 001761 YO6S
9 2 PROPERTY LNE, EAMOTS NO RIGHT -OR -WAYS RROI1 8"DARY ,mama \ PID: 006032 — — h� $ GUY YAv£ /
SURVEY DATED MAY 12, 2016 AND A!IE 17, MI6 PUTOR/ED WY 1 F\GARoy�P O i x B9.3e'r ' w 5cs.4,' ' y B,v 201?FASEWENr / ! 6 W4279 7176 yA(nOEyyD
SLRLEYING 9UDIIOMS, YOUNCSNLLE, NC — / 7 075107 1Q& S.T. ■Y01EY COW.
e 7. STREWS AND 3E71A1O LOCAl1ON5 FR011 PREi911NIY SURMEY I 45' AGC[5$ 6 039791 6.06 S.T. 0300101 COIF. ,.. CAP13AL 17-1
„
PERFORMED BY SUR6EYNO SOLUTIONS, P.G, DATED FEBRUARY 13, N117. - 1 / 45'AEASEAY7,T 1 -. ...--.__
w ,
1. TEST PIT LOCATIONS FROM SURREY 7. 2DI6E0 BY SIIRKT6IG I / SArowAI av AIB 2015 118 / 9 OD4597 7603 MARINI YARETTA YATEAIALS 610, S.a.S a AS SHOWN
6 SOLUI6INE. P.C., DATED UMIMY 27, MIT. LOUISE KELLY "4TTHEW5 LIFE ESTATE / AAfRFBY REN01fD , 10 001817 1.76 ------- 00E31T .1} �� MAY 2017
OW
NO REFERENCES
$ .. PID: 005655 /
.••.••• - I I 0 100' 200' CAPITAL -00017
/ 700 _
©2017 Smith Gardner, Inc. "

oa.,s4� E��a� io Eso�waen-nozaaEnz-nns�.+eSEaniAOEea
CCRPGRATON
9
n. r WOOTFN' /
.,,WES r MOSS JR. r OB 12,33, PC 601
t lSAN C. MOSS I
M6941 IV BO{ ! PAI- 035107
ANB S: AO it ! /
RO: 000?61
s. PERMIT ISSUE
N / r. N90Oren• % CAMAL MIAIERIALS AN 8
coR,x,RC 2 / CYCLING, LLC
P ^V` E ''`f O PIU 1582.
aW3g464 RE ,' / NOT FOR CONSTRUCTION
ASN 3
! EIGNIQIN CiUNiY,
(AO LQ 10 SI EAW ) / r NINITN CAROLINA
/1 r v `1 �"•� / // i ,VARrN WARI£rTA MA'ERGLS INC.
ES (TIP.) '7R 988• PG 3 r / FiK O'fV4R (RA01C FLA6 PQrAD9 FOR MOW AIPJAQ YT.
\ I '�;� �'1 •v \. /�
PID 1D CNNDIR EDA5 FTEN (OWL•M11 OF 090911 OiUFM
cY 15,37
M II19>bSR AREA
SWI E ONIIED .IRI A MOM OF i Far
_ --- _- --- -
t A�1 1 FAn/lY B�IIa{RY OF SAVE ool�t SAU -o ALa %JWAl WATER UW 0 A
\\ •• II fes_. �'� �•r �a .. ��.3G _ / (MTLLl DWW HON SLT n)u CR17A(N1ED YMER
..7)9191 D AAA MAA1 D ( "� �� 1�� \ 74%
ADUAi11T 70 S1E,W EA1f1ER$) r / A nLAL CLD91LT 'UO 9LAL ALT 99RRD TO IV IHm m pw
& JULA A MACDONALD -
09 AA995BPC lE I l \ \ 4 \'.�, 1/�. / /�- ! ttQOSUE ACMIES
PD: �.2�9 / ����, - / / I SMITH+
h KRONER
�s�r E9+CF / ENGINEEP,S
(T)P.)
BASH i / TOBY G OFMENT
/ !
/AM£5 I. MOSS JH/ /1 , % r ". . '^.•�-,.-. ...1�' �-•<�'..' ` .�.` 1
k USAN C MOSS
OB INV, PC 994VR Pr IA
.
FID. 00416' ,j, --�7 / r : _ - \ ` 1 / �, 4&91 _ A _ --- ,� ✓
I ,., 023104
i i/ gyp° L' f, \ � r 1 � I C � �. `�-- � � . _ _-� � � l / l ',',�{{.,'�`"
All I i I C A ��1�� �C 1 �Y � 1017
r
DOMAI iE1FQtARY GRAVEL--
/ CONS1RlMi1. pi
9TRM e /
V� r / / oz
�O � zroE� sl swAWE
— - A?WUrY LK (gr ATTi%M F 2f
- - - - - - - - ALl awi f4kvurr (.,TE AFFnexr IJ iY
1%
fAYlEA4GPRKNra MY ,• ;` \ / ,. 1 1 ! �\ / ,\� ,
(SILT /t7L%MY' Pf �" • \ f / ..
A�-!7779 LOALApY AlirW LC
054 PC .\ \ / �� ///� `�_�.�_-. • �`/ I/ / 1 \ + \``.` / /
NOwOIINF MSA r18,IOY k 2006;.,P^ • 19T � � _ \ \ ��/���_ _� I ; •I I I / / / � / Y / � ��� .,; 'ik
NNNNNr agAaaaa r4COTrfiao0 r AU Nfi1W ALL'i'SS' RgAD � '_ � \ I. . /:� "_-� _.,. . _ J-:� ' _ -.� I / /` „19191E-.✓✓✓ � .-.. / /
— — — om(s¢Rv21IDaJ)
WILAWS ASU raj a�i levnav
[CID LANDFILL
L6 RECYCLING FACILITY
--100 FRGPo;ED HI' caroti API°RIOAitA� WASE �„ ` --,` _ / 1, / 1. THE AWE FOR £aP6 NO FELS SHALL H NO (AEA�R 14M N Aal MAT EROSION G SEDIMENTATION
/ CM E IETARED Br AEQTAnA C( AIE OR mER AEaATE u+o9oFF-coma DEvcEs
FtRAro E0 ; COATDUR SfHAOY )r ! / OR
a 0% LFtta a MY? SE DAF a�Aorc BE PLMDFm TED"OR omwX pW4M CONTROL PLAN
• s / ■TN TEkW9AtY OR PORLMOIT CRLNt cow. DEA[FS OR St ajRFt STF-ma TO
Or ovuim BETrI - --' ' / \, I / // //` RESiRAN ER09M
-] - "PTI, PTI, :NC., 2 PEIMMLTRT (FOUDD a - E PHIONED FOR ALL 06nM ARIAS 070 15
DRAkKX CWft , _ CB 200:. PC 580 / / WWW0 DAYS OR W MW THAN 9D CALDW DAIS (MW['hR if 907ER) .
NB 20 Fl, P„ 165 �, + / fl,
/ FoLoor c01 umm OF omstRU;7Ho1FLINTS OF DISTURBNHCE 6: 042,596 — /oWna DEWS SH& E ESTAal9m PDDR ro, aR AssoW As FRACTrx EROSION & SEDIMENTATION
30-fUAl6CFiEFP,h'EO6WY .MEEEAFER MY LAID OEARNC OR C016nIUCTION M:nN1Es YAY EGN
2. ALL ER09W (Wmx DEIKU SHALL E MCTED N EOATRY 90 VC H MWCANT CONTROL PLAN
- - ` - RAIFALL EVEN, AND AP"TE NANTEWla COWLaM. NAIIrOUNCE SHALL
NWJM BUT NOT E LUTED '0:
. • • •,...•«.«,« WRGARET P£RRl" AND WILLIAM O F7NCN SA AMI DISOSAL OF
/ - A SILT sAawL AW ns nAPPEO sT.DManFrs !ROY tuvFS OR
I TT OGRAPHYGEMATA 8011 AfNBeL 51113 0A1D ND 11, 207E PEAFaO® '., OB ,205. PC I SILT
OF FL11R FAMM VSEL FOR SILT FENUS " LOSS ff SPLOM
BY (fOGTA WIPWATKIL 2ElIlON. MC lY1R T 5YDA' - PID* 036032 3FICEMCr,
HOCM (A LEW SGIE THAI! 9177Wf T -11A \EtOH DATY. AND
iEPIACUEYi Q ANY 0116E CC11PpgI1S OICN ARE DAYACED OR CIMgI SER1E
i PRiPFR7Y llE, EASiNEA1S, RD AGNT-7F-R11S Rt011 i01AOARY / 1 // j/ SIE t u1E.
L
SRAEr DAT® fl 12. 2016 ND ANE 17, 2016 Pp6pA(D Ir `'� �' 1 311E OONIUOTOE 91ALL FRONS TE�ORARi OR PEIWMNI G?aW CODER AOELUITE
SUIENG SQWEIIAN LOCATORS r NC - 1 / / / RN EESIFNF W1090E W ER0(M 5LOPES W OTHER AREAS wTHIN 15 WRRA6 DAIS
2 S11EAY5 AND 19AW LOCATORS IAtl. DATED FE SIRAEY I / OR 30 CALODW DAYS (10GE1TR IS 9QETEP.) FOLLORNC OWUMN if ANY RIAS: .:s SHOWN
PEFORAED BY S1AAE116 SgUT1C15, P... DATED IF9RYRY '3 2(17. 1 LOUISE PELLY AIA %ThEWS LLAT �TA7E E 2RAOtIG.
0 100' 200 300' i NO R£lEAENCE3 / 4. ORCk AARP LTINII (910)39{ -IBD MAYNI7
---t P10: 005655 // DOW STAXf IL9ML PE 618
(919) -0577 ETT. 1:7 CAPITAL-OOCIO
u ` ■ ' / I / AF11 r NCM RAM EMAL DEEM (91>d M-4200 _ . I..
I 5. SNr N4ECIENS SHALL omut N ACCa0N1(� RTI 91005 IIA -54.1 W THE FLRY 9
D :0175m fh Gardner. Inc. 1 P RVtO AT LW ®DR J
tNfl'//M M. RN/491!,/�IYa�PIS,TILAIY-WEt M-NISPAC:SiSSI -CUY[AI-LOM mp )

IAN Vn EmeloPe 10'. ean-W A-A02a-AFA3-AR97-496EaAtADEea
PERMIT ISSUE
NOT FOR CONSTRUCTION
TOP OF BERM EL = E
EMERGENCY SPILLWAY d = O
PRINCIPAL SPILLWAY EL - C
UF.ANOIIT EL = BSSE
BASE E -L=A
a""�;
24.0 CPP RISER PPE
CONCRETE ANTI -FLOTATION
BLOCK (4 621
RACK Ir
I I
25
1 slRI CI1UR& Fu
2.. 5 1 FILTER DIAPHRAGM (MOTH = 14)
3, (SFC: NOTE 1)
CPP BARREL
0 - F SLOPE - G LENGTH - H
\!.� HAN-Pro OUTIET
CUT-OFF TRENCH
NMI
I. CONSTRUCT FILTER DIAPHRAGM OF ASTM C-33 FINE AGGREGATE
TYPICAL SEDIMENT BASIN CROSS SECTION
TAI 1
NOT TO SCALE 0
1
1.25 LB/TT STEEL SUPPORT
POST 24' INTO BOTTOM OR
4, MAX I SUES SLOPES STAKE FOR SUPPORT NRI:
7 MN
1
SUPPORT ROPE OR ORE O_BASED MATERIALS OR TRARIA
70 PREVENT SAG(ANG TRENCHED INTO BOTTOM AND SUE MOPES
CROSS SECTION VI W
POROIUS BARU
Itl MIN. CONCEIRATED INFLOW
MOI-CONCEITRUTED
OUTFLOW OF SEGMENT
BOTTOM
TRAP
SDE SLOPES OF SEDIMENT
PERSPECTIVE MEW BASIN OR TRAP
8 N.
FLAT -BOTTOM TRENCH
SEDIMENT BASIN DESIGN TABLE
HEAVY DUTY PLASTIC TIES
BAFFLES - PW REOUIRIENTS
1. POROUS BAFFLE POSTS MUST BE 60 -INCH 10 96 -INCH LONG STEEL POSTS THAT MEET, AT A
SEEM BASIN NO. 'A'
b'
'C'
b• 'E' 'F' 'G' •H•
SUMER S�
(INCAS)
SKIMMER GRIFICE Siff
(NpES)
1 -61.0
3819
36,5
398.0 M 1B0 1.311 80.0
40
AS
J 3RD
32.3
3p4.0
350 36.0 18.0 220 46.0
10
27
4 4120
4111
X4.0
415.0 415.0 18.0 200 50.0
20
1•p
1.25 LB/TT STEEL SUPPORT
POST 24' INTO BOTTOM OR
4, MAX I SUES SLOPES STAKE FOR SUPPORT NRI:
7 MN
1
SUPPORT ROPE OR ORE O_BASED MATERIALS OR TRARIA
70 PREVENT SAG(ANG TRENCHED INTO BOTTOM AND SUE MOPES
CROSS SECTION VI W
POROIUS BARU
Itl MIN. CONCEIRATED INFLOW
MOI-CONCEITRUTED
OUTFLOW OF SEGMENT
BOTTOM
TRAP
SDE SLOPES OF SEDIMENT
PERSPECTIVE MEW BASIN OR TRAP
BAFFLE MATEMN. IEAW DUTY PLASTIC RES
COPACIFD EARTH
JB -N. TO 72 -IN,
1RUNOFF
6 -IN i_i T24 -IN.
MATMAL
8 N.
FLAT -BOTTOM TRENCH
D TAI
HEAVY DUTY PLASTIC TIES
BAFFLES - PW REOUIRIENTS
1. POROUS BAFFLE POSTS MUST BE 60 -INCH 10 96 -INCH LONG STEEL POSTS THAT MEET, AT A
MINIMUM, THE FOLLOWING PHYSICAL CHARACTERISTICS.
m
J6-M. ro 72 -ML
- COMPOSED OF A HIGH STRENGTH STEEL NTH A MINIMUM YIELD STRENGTH Of 50,000
PSI.
1n:+�I)
- INCLUDE A STANDARD Y SECTION NTH A NOMINAL FACE MOTH OF .38-NCHES MAI A
d
NOMINAL •Y LENGTH OF 1.46 -INCHES
BA
MA70M
2. POSTS SHALL BE EQUIPPED WITH PROJECTIONS TO ND IN FASTENING OF BAFFLE MATERIAL.
V -SHAPED TRENCH
DETAIL
J. INSTALL POSTS TO A MINIMUM O 24 -INCHES, A MINIMUM HEIGHT OF 1- TO 2- INCHES ABOVE
THE FABRIC SHALL BE MAINTAINED, AND A MAXIMUM HEIGHT OF J FEET SHALL BE MAINTAINED
ABOVE THE GROUND,
BAI}1FS - YATTDBA REOUME1E7M2
I. BAFFLE YATEMAL YUS7 BE COMPOSED OF COR -BASED MATERIALS OR TURF REINFORCEMENT
MATTING (TRM) THAT CONSISTS OF THE FOLO"NG REQUIREMENT4
-
HAVE A EIGHT PENETRATION (K OPENINGS) BETMCEN 10-357
•
- FREE OF LOOSE STRAIN MATERIAL:
�9
HAVE A MMMUM TENSILE STRENGTH OF MI5 LB/17; AND,
HAVE A MINIMUM MOTH OF 4B
5� s"
-INCAS.
2. 12 -INCHES OF DHE FABRIC SHOULD BE PLACED "THIN EXCAVATED TRENCH AND TOED IN
WHEN ME TRENCH IS BACKFILLED OR BAFFLE MATERIAL MAY BE STAPLED INTO GROUND BY
-
USING 12 -INCH STAPLES NTH A MAXIMUM SPACING OF 12 -INCHES
3. BAFFLE MATERIAL SHALL BE PURCHASED IN CONTINUOUS ROLLS AND CUT 70 THE WIDTH
f
OF
THE SEDMENT BASIN OR MAR TO AVOID JOINTS.
s
.......
2017 Smith Gardner. Inc.
BAFFLE MATEMN. IEAW DUTY PLASTIC RES
COPACIFD EARTH
JB -N. TO 72 -IN,
1RUNOFF
6 -IN i_i T24 -IN.
MATMAL
8 N.
FLAT -BOTTOM TRENCH
D TAI
HEAVY DUTY PLASTIC TIES
J6-M. ro 72 -ML
4FL
1n:+�I)
BA
MA70M
V -SHAPED TRENCH
DETAIL
CLEANOUT EL -
BASE EL - A
TEMPORARY MATER OUALM POOL DRAM
(SEE NOTE 3)
N41ESL
1. CONSTRUCT FILTER DIAPHRAGM OF ASTM C-33 FINE AGGREGATE
T- OUTLET PROTECTION TO CONSIST OF NWOT CALSIS A RP RAP.
3. TEMPORARY MATER QUALITY POOL BRAN TO CONSIST OF FARIXDTH
SKMMER (2'0 ORIFICE) AND ADEQUATELY = OUTLET PPE
MADE 444X1' THCE RP RAP PAD AT BOTIOII OF BA91 FOR
SUMMER TO REST a NEIL &AM IS DRY.
A A
it
p�
SHEET
PLAN
TACKWE]D ALL AROUND
CIT NOTCH IN HOPE SHEET m
AS NECESSARY
24'0
SECTION A -A
BAFFLES - N9PFCTMIM AID YAMiF111WS
I. REGULAR INSPECTIONS Of POROUS BAFFLES SHALL BE CONDUCTED DICE EMERY CALENDAR
NEEM AND, AS RECOMMENDED, WITHIN 24 -HORS AFTER EACH RAINFALL EVEN THAT
PRODUCES 1/2 -INCH OR MORE OF PRECIPITATION.
2, REMOVE ACCUMULATED SEDIMENT MIEN 17 REACHES 1/3 THE HEIGHT OF THE BAFFLE ROI OR
THEN IT REACHES THE LEAN -OUT HEIGHT OF THE SEDIMENT BASIN OR TRAP, WHICHEVER IS
REACHED FIRST.
3. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS OR SPREAD THINLY
ACROSS DISTURBED AREA. STABILIZE THE REMOVED SEDIMENT AFTER IT IS RELOCATED.
4. POROUS BAFFLES SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION IS
ACHIEVED AND ONCE "11 REMOVED, THE RESULTING DISTURBED AREA SHALL BE
PERMANENTLY STABILIZED.
POUROUS BAFFLE
N 4
or 7o SCA E D1
I Is
LUPE OR PVC BARBEL -
0 = (H): SLOPE = Qk �I OUT -OT TRENCH
INV. OUT = (,� 4' (MIN.) (COPAVED CLAY)
DRY TION
BASIN N0. A B D E F G H I J
2 396.0' 391 40DD' 4020' W 3B0' 6" QS1E JpS7
TYPICAL EXTENDED DRY DETENTION BASIN CROSS SECTION
TIET z
NOTe D1
DRAINAGE NET TACK
AROUND
HBPE
PLASTIC PPE
IML
ISAMER 1. 1HE CUM MUST BE FIRMLY FASTENED TO THE
TOP OF RE POSER.
TRASH RACK ANTI -VORTEX
DETAIL3
NOT TO SCALE D1
16R
bmmL
1. ALL PVC PIPES ARE TO BE 4- I.D., SCEDUIE 40, UNLESS OTHERMSE NOTED.
2 ALL JOINTS OF THE FLDATATIOR SECTION SHALL BE SOLVENT MELDED. JOINTS OF
STONIER SECTION CEI) NOT BE RATER -TIGHT.
3. 4' HDPE FLDOBIE GRAM PIPE IS TO BE ATTACHED TO THE POND OUTLET
STRUCTURE NTH MATER -TIGHT CONNECTIONS
4. ORIFICE TO BE SHiFD ACCORDING TO STORAGE VOLUME TO DRAIN POND IN 48 TO
120 HORS SEE SCIEDULL
5. FAR0.01H TYPE OR EQUIVALENT SKIMMER TO BE USED,
6. PROVIDE 4W.1' THC( RIP RAP AT BOTTOM OF BASIN FOR SKYEIt TO REST ON
NEN BASIN IS DRY.
OVERLAPPING
CONNECTING BANDS
SUMMER SEC
40 LUPE FLEXIBLE NO
PPE PVC
PNC PPE (TIP
IRE S
FVC END CAP (TYP)
E'lEN�
CRURAL FILL (REPLACE STONE FLIER)
SOUCT"OEM SOILS)
R DIAPHRAGM (WIDTH = 3)
NOTE 1)
WEAN SAND INTO
RP -RAP
PARED F
CAPITAL MATERIALS AND
RECYCLING, LLC
FRANKLIN COUNTY,
NORTH CAROLINA
}I•` NC LIG NO F13701ENGINEF�I
(�>EDI�
(SEE NOTE 2) SMITH4.
GARDNER
ENGINEERS
14 N. Boylan Avenue, Raleigh NC 27603 1919.828.0577
PVC 90' ELBOW
(Typ)
SKIMMER SDE1elE
NO[ 10 SLE DI
SEAL
023D02
6/20/2017
r. es are inammem. m:enke errb o eco- mlzl. ma
n
,n
n I
i
e arerer.l�c..consuiule c<egance of
LEIB LANDFILL
& RECYCLING FACILITY
EROSION &SEDIMENTATION
CONTROL PIAN
DETAILS
(SHEET) OF4)
.W.H. CAPITAL 17-7
AS SHOWN
.E. MAY 2017
CAPITAL -00019
4 D1

Doua8lDn Envelope ID: EBD3Ai8AM234E1�-R99]i88E3g14DEBJ
1�
010" CONTROL
SRT FENCE
(USE DOUBLE ROWS WHEN
ADJACENT TO RIPARIAN BUFFER)
1681-2mG ��� u
© 2017 Smith Gardner. Inc.
5' /W Y — FENIE POSE
OR V TYPE)
GRADE FIE
'r24'
8' WIN.
� Lb��
4' YIN.
9DATION HOL SEMON A -A
I. SEDIMENT SHALL RE REMOVED WHEN IT
REACHES HALF THE HEIGHT OF THE FENCE
2 DOUBLE ROW SWTLT FENCE FENCE SHALL O USED MEN
SI
NOT TO SCALE D2
q DIVERSION
I DITCH
TURF REINFORCEMENT
MATTING (TPN)
III II ILII III
5'
DIVERSION CHANNEL
DETAIL rz1
NOT TO SCALE
3AB
1
1 �SIRUCTURAL 117
1 1/2
FINAL COVER SIDE SLOPE SWALE
3
NOT TO SCALE D2
5 YIN.
(11~ 1 NOM.)
MARES'1=VII-=111=111,=1 VARIESli,lll_
1 �
COMPACTED EMBANKMENT
(MIN. 95% STANDARD PROCTOR)
2A'
FILTER FABRIC
COMPACTED SOIL B' (YIN.)
EMBEDMENT OF FILTER FABRIC
—A,1.0' MIN.
WILL
1. SWALE SLOPES AT MINIMUM Ix FALL
VEGETATIVE SOIL LAYER
/ DUSTING GROUND
DIVERSION BERM
4
NDETO SCU D2
PERMIT ISSUE
NOT FOR CONSTRUCTION
A
L -8j
BASIN --
-7m
NOTE
1. WEND RP RAP APRON ACROSS ENTIE OIAMR WBINL
om
L
II _
II —
RP RAP (D J
SECTION A -A TYPE GT—S GEOTEKTWE
BDffS
1. Dw REFERS TO THE MINIMUM REQUIRED AVERAGE STONE S12E
2 EXTEND RIP RAP APRON ACROSS ENTIRE CHANNEL 1WDDL
RIP RAP OUTLET PROTECTION
D IL 5
NOT TO SCALE DZ
RID RSP IM (:HAW -q
B
�Y
DRANAGE CHANNEL SCHEDULE
Mt Y D
11116
!DRANIAGE
E(%)B
3
3 3 20
mm
3 3 2A
11A4
GRAM LIN_ ED CHANNIFIS
DRAINAGE CHANNEL
NOT TO SCALE D2
-F.'rRCD F :c
CAPITAL MATERIALS AND
RECYCLING, LLC
FRANKLIN COUNTY,
NORTH CAROLINA
PREPARED Bv.
— WLIC. N0.F-13701ENGINEEPoNGI
SMITH+
GARDNER
ENGINEERS
16 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577
SEAL
023002
uurM 'a{
6/20/2017
cv wi DESCRWTKK
1 6/19/17 JUNE 15, 1Dt7 DED COMMENTS
.en:l.,a.�e.,d �e�k aeaeey�m
.n. ro�.ae,.arca al mee. td.,
�. a mere �, a d.r,ew��.y edwa.lne
ke Hare �a%aa.IM ro�
�saan a9ercraka a
1 arnzrinr., rons�nu�e ice%arced
LCID LANDFILL
& RECYCLING FACILITY
EROSION &SEDIMENTATION
CONTROL PLAN
DETAILS
(SHEET 2 OF 4)
.W.H. WPITAL I7-1
AS SHOWN
w>E, MAY 2017
CAPITAL-o0O19
5 02

DxuSipn Envebpe Ip: Efip3A3eAA0I3<EA2-A9g)JBfiE3At4DE&3
1Ei
ROW RAW
Af
I I
SUED TW+E I
APNGMW4 MI
�— ABY FK
-
2D60 LHS/AOE
(PE) 3 (MAX)
AH
R00_
I I n
TEE
PM
IOATIID(1' 31 TALL FEW
SOW LESPEDEZA
KOBE 1F5AISE7C
SEASONAL NII.BE �
,IF
RIP RAP
i
+
(-16'11 OF PIPE
PRETECTIINN+
OBIT WAIERIIGR COIPINW
`17
H �I
I 15' ELBOW
I -
4WD CAU1B5LACE
r � .i(
45' WYE
n
�
+L
FLARED ETD
`STRUCTURAL
5Ec1wN1
—r
p
2
:i
No
DOWN PIPE INLETS & OUTLETS
DETA G NOT TO SI,A
€RQSION AND SEDIMENTATION CONTROL CONSTRUCTION NARRATIVE
NOTIFICATIONS
PRIOR TO COMMENCING EARTH WORK IN ANY CRITICAL AREAS, E.G., NEAR STREAM BUFFERS CR
WETLANDS FEATURES, THE CONTRACTOR SHALL NOTIFY THE NC DEO DEMLR REGIONAL OFFICE AND THE
PROJECT ENGINEER FOR AN INSPECTION OF SEDIMENTATION AND EROSION CONTROL MEASURES. NO
GROUND DISTURBING WORK SHALL TAKE PLACE WITHOUT PROPER MEASURES IN PLACE. THE PROJECT
ENGINEER SHALL BE KEPT INFORMED OF ALL NEW WORK.
GENERAL
ALL WORK SHALL CONFORM TO THE RULES AND GUIDELINES OF THE NORTH CAROLINA SEDIMENTATION
CONTROL LAW, AS ADMINISTERED BY NC DEG.
CRITICAL SEDIMENTATION CONTROL FEATURES. E.G., CLEARING LIMITS, SEDIMENT TRAPS, GRADED
CHANNELS, BASINS, OUTLET STRUCTURES, LEVEL SPREADERS, ETC., SHALL BE PELO STAKED BY A
LICENSED SURVEYOR OR OTHER PARTY APPROVED BY THE PROJECT ENGINEER AND CONSTRUCTED
ACCORDING TO PLAN DIMENSIONS. ALL WORK SHALL PROCEED IN A METHODICAL AND WORKMANLIKE
MANNER. THE OWNER/OPERATOR IS RESPONSIBLE FOR SECURING ANY REQUIRED LAND DISTURBING
PERMITS AND PAYING FEES.
THIS S11EC PLAN DESCRIBES TEMPORARY AS WELL AS PERMANENT SEDIMENTATION AND EROSION
CONTROL MEASJRES. THIS PLAN ASSUMES THAT ALL DESIGNED MEASURES WILL BE INSTALLED. FIELD
ADJUSTMENTS ARE ALLOWABLE WITH THE ADVANCE PERMISSION OF THE PROJECT ENGINEER.
SEDIMENTATION AND EROSION CONTROL MEASURES ARE SUBJECT TO FIELD INSPECTION AND
PERFORMANCE EVALUATION BY DEO. IF ANY MEASURES ARE FOUND INADEQUATE. A REVIEW CF THE
MEASURES AS CONSTRUCTED SHALL BE PERFORMED TO ENSURE ADHERENCE TO THE PLANS. THEN, IF
NEEDED. ADDITIONAL DESIGNS SHALL BE SUBMITTED TO NCDEQ FOR REVIEW. SUBSTANTIAL DEVIATIONS
FROM THIS PLAN SHALL BE REVIEWED IN ADVANCE BY THE ENG NEER AND MAY BE SUBJECT TO PRIOR
APPROVAL BY DEO.
ADEQUATE SILT FENCING SHALL REI NSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD. THE PLANS SHOW THE MINIMUM REQUIRED AREAS INTENDED FOR SILT FENCE
CONSTRUCTION. THE SILT FENCE SHALL BE OF THE TYPE DESIGNATED IN THE PLANS, UNLESS THE
ENGINEER APPROVES A SUBSTITUTE. PREFABRICATED SILT FENCING ATTACHED TO WOODEN STAKES
WILL NOT BE APPROVED - ONLY METAL POSTS AND WIRE -BACKED SILT FENCING WILL BE ACCEPTABLE,
THE BASE OF THE FABRIC SHALL BE EMBEDDED IN A TRENCH PER THE FLANS AND AN APPROVED
BACKFILL USED TO SECURE THE FABRIC. OUTLETS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE
PLANS, OR AS DESIGNATED IN THE FIELD BY THE ENGINEER.
TEMPORARY AND PERMANENT DIVERSION DITCHES (SWALE$] AND SOIL BERMS ARE REQUIRED
THROUGHOUT THE PROJECT TO CONVEY SURFACE RUNOFFF. ALL DITCHES SHALL BE BUILT TO THE
DIMENSIONS AND GIVEN THE CHANNEL -LINING MATERIAL SPECIFICED IN THIS PLAN. UNLESS THE
ENGINEER HAS APPROVED AN ALTERNATIVE. ALL SOIL BERMS SHALL BE BUILT TO THE MINIMUM
DIMENSIONS SHOWN ON THE PLANS. SOIL SHALL BE COMPACTED AND STABILIZED WITH VEGETTATION
IMMEDIATELY UPON COMPLETION OF THE CONSTRUCTION. ADDITIONAL DITCHES AND SOIL BERMS MAY
BE REQUIRED. ALL WATER -DIVERSION STRUCTURES, WHETHER SHOWN ON THE PLANS OR ADDED AS A
FIELD AGJUS T MEN T, SHALL. BE MADE TO GRAIN —10 AIV APPROVED MEASURE.
5E0IMENT BASINS
THE PERMANENT SEDIMENT BASINS LOCATED GENERALLY NORTH OF EACH LANDFILL AREA SHALL SERVE
AS THE PRIMARY SEDIMENT BASINS THROUGHOUT THE CONSTRUCTION AND OPERATION OF THE FACILITY.
THE BASIN SHALL BE INSPECTED AND CLEANED OUT OR MAINTAINED AS NEEDED AFTER SITE -WIDE
GRADING WORK THE OUTLET STRUCTURES WILL REMAIN IN PLACE INDEFINITELY. A,, SOME FUTURE
TIME. IT MAY BE NECESSARY TO REFURBISH THE BASIN BY REPLACING THE BARREL OR RISER
STRUCTURES. A PROCEDURE FOR OUTLET STRUCTURE REPAIR IS PROVIDED AT THE END OF THIS
SECTION.
69lbLREKQVA1.5EQIl€N5E
1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANTTO DETERMINE IFA
BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL
MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN.
2. REMOVE BASIN(SI AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE
EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR
SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS
IMMEDIATELY.
4. INSTALL VELOCITY 0 SSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE EROSION CONTROL
PLAN.
5. WHEN SITE '5 FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEEW'CONSULTANT FOR APPROVAL OF
REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN
BE ISSUED A CERTIFICATE OF COMPLETION.
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE WHEN A BASIN MAY BE CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY ALSO
REQUIRE THIS.
c4N�_TRUET19i'N_�EOSAENGE
FINAL CLOSURE OF LANDFILL - INSTALL TEMPORARY MEASURES SHOWN ON CONSTRUCTION PLANS AND
REMOVE SEDIMENT BUILDUP. PLACE AND COMPACT COVER SOIL ON SIDE SLOPES IN ACCORDANCE WITH
PROJECT SPECIFICATIONS. CONSTRUCT PERMANENT CAP DIVERSION BERMS AT 2 PERCENT GRADES ISEE
CONSTRUCTION PLANSI AND INSTALL SLOPE DRAIN PIPES. BE SURE TO COMPACT ALL SOIL WORK AND
INSTALL INLET PROTECTION ON SLOPE DRAINS. DELIVER SOILS TO THE SLOPES FROM THE TOP OF THE
LANDFILL, BUT COMPLETE THE SIDE SLOPE CLOSURE IN INCREMENTS WORKING FROM THE BOTTOM
UPWARDS TO HIGHER ELEVATIONS. VERY IMPORTANT -VEGETATE SIDE SLOPES (USING STRAW MULCH
AND TACKI AS SOON AS SECTIONS ARE COMPLETED TO STABILIZE THE SLOPES. REFER TO THE SEEDBED
PREPARATION NOTES AND SEEDING SCHEDULE. IT MAY BE NECESSARY TO ESTABLISH A NURSE CROP OF
RYE AND OTHER SHORT-TERM VEGETATION, DEPENDING ON THE TIMING OF THE CONTERUCTION START
UP, FOLLOWED BY OVER -SEEDING DURING MORE FAVORABLE CONDITIONS TO ESTABLISH PERMANENT
VEGETATION. IF EXCESSIVELY WET OR DRY WEATHER CONDITIONS PREVAIL DURING CONSTRUCTION,
COVERING THE SLOPES WITH WOODY MULCH IS ADVISED, THEN FOLLOW UP DURING MORE FAVORABLE
WEATHER BY PLOWING THE MULCH INTO THE TOPSOIL AND SEEDING IN A TYPICAL MANNER WITH SOIL
AMENDMENTS, SEED, STRAW MULCH AND TACK
DURING DISPOSAL OPERATIONS - AS WASTE SLOPES BECOME POSITIVE (ABOVE THE ELEVATIONS OF THE
PER METER CHANNELSI, USE VEGETATION ANOAOR WOODY MULCH TO STABILIZE INTERIM COVER SOIL,
WORK THE LANDFILL IN SMALL INCREMENTS TO MINIMIZE EXPOSED SLOPE. ONCE AN AERA IS BROUGHT
TO FINAL GRADE, IT SHOULD BE CLOSED WITH APPROVED FINAL COVER. DURING ALL PHASES OF
OPERATIONS, INSPECT THE SEDIMENT BASINS AND/OR OTHER MEASURES FOR EXCESS SEDIMENT
BUILDUP OR DAMAGE - INSPECTIONS SHOULD BE CONDUCTED WEEKLY OR AFTER ANY RAINFALL EVENT
MEASURING IN EXCESS OF ONE-HALF INCH WITHIN 24 HOURS. REMOVE EXCESS SEDIMENT ANO/OR MAKE
REPAIRS AS NEEDED. INSPECT SLOPES FREQUENTLY AND CORRECT OBVIOUS EROSION PROBLEMS.
EBQQEDUREFOR REPI ACfikAM OR RISERLBARREL STRUCTURE
PERMANENT STORM DRA14 PIPES AND RISERIBARREL STRUCTURES FOR THE SEDIMENT BASIN ARE
DES DINED FOR AN OPERATIONAL LIFE OF SEVERAL DECADES. IF A PIPE OR SEDIMENT BASIN
RISER/BARREL STRUCTURE FAILS OR MUST BE REFURBISHED, THE STRUCTURE MAY BE TEMPORARILY
BYPASSED DURING THE REPAIRS VIA PUMPING TO A TEMPORARY SEDIMENT TRAP. IDEALLY, THIS SHOULD
BE PERFORMED DURING A TIME OF FAIR WEATHER. INLETS TO AFFECTED PIPES SHOULD BE BLOCKED
AND RUNOFF DIVERTED TO AN APFROVED MEASURE.
REMOVAL- INITIAL BARREL/RISER REMOVAL ACTIVITIES SHALL CONSIST OF DEWATERING THE BASIN IIF
NEEDEDI, INSTALLING TEMPORARY SEDIMENT CONTROL MEASURES (E.G.. SILT FENCING. TEMPORARY
SEDIMENT TRAPS, DIVERSION SWALES AND/OR BERMS), THEN REMOVING ALL SEDIMENT BUILD-UP. THE
REMOVED SEDIMENT SHOULD BE STOCKPILED WITHIN THE BASIN (AWAY FROM THE MAIN FLOW
CHANNELI OR WITHIN A SEPARATEAREA THAT IS PROTECTED BY APPROPRIATE SEDIMENT CONTROL
MEASURES. THE SEDIMENT SHALL BE ALLOWED TO DRAIN THEN DISPOSED OFF-SITE OR UTILIZED CN -
SITE
REPLACEMENT -THE DAMAGED PORTION OF THE STRUCTURE SHALL BE EXCAVATED AND REPLACED
WITH EQUAL OR BETTER MATERIALS AS THE ORIGINAL. ALL BACKFILL SHALL BE COMPACTED AND
VEGETATED IMMEDIATELY UPON COMPLETION. IF THE ENERGY DISSIPATERS ARE DISTURBED, EG., RIP -
RAP APRONS, THAT WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. THE ENGINEER
SHALL BE GIVEN AN OPPORTUNITY TO EVALUATE WHETHER THE ORIGINAL MATERIALS AND SIZES ARE
ADEQUATE FOR REPLACEMENT FUNCTIONS. IT IS ANTICIPATED THESE STORM WATER CONTROL
FEATURES WILL REMAIN INDEFINITELY.
STOCKPILE
MALNTENAINURE LI EM€aIORN_4LEQ2_H�1AN
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE
EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER
FROM RUNNING UNDERNEATH THE PLASTIC,
2. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
3. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAU.
SEEDING I STABILIZATION GUIDELINES
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES INCGOH
NCDENR/DIV,SION OF WATER QUALITY
NEW STABILIZATION TIMEFRAMES (EFFECTIVE AUGUST 3, 20111
SITEA13EA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTION
PER METER DIKES, SWALES, DITCHES, 7 DAYS NONE
HIGH QUALITY WATER (HOW( ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE
ALLOWED,
THAN 50IN LENGTH.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
'
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR
PER METERS AND HOW ZONES.
PERMIT ISSUE
NOT FOR CONSTRUCTION
SEWN sufAu
VEGETATIVE SOIL LAYER
SUED TW+E I
APNGMW4 MI
FLARED END SECTION DOWN PIPE
-
2D60 LHS/AOE
(PE) 3 (MAX)
7=IWAM
1r—
IOATIID(1' 31 TALL FEW
SOW LESPEDEZA
KOBE 1F5AISE7C
SEASONAL NII.BE �
150 IBS/AGE
50 IBS/ACRE
301BS/ACRE
1) E WIE 2
MDIE 2
RIP RAP
i
+
OUTLET
PRETECTIINN+
+ t t i
006-uOD ISS ACRE
Sow
I -
4WD CAU1B5LACE
�
2 (MAX)
`STRUCTURAL
—r
FILL
O
DOWN PIPE OUTLET
NOT TO SCAU
D3
7777
C)
1.V
t- tAYM
16'A CPE PPE WITH
WATEAINNT CODUNIGS DOWN PIPE ON SLOPE
QQAIL 3
10201 Smith Gardner, Inc. NOT TO WAE N�
€RQSION AND SEDIMENTATION CONTROL CONSTRUCTION NARRATIVE
NOTIFICATIONS
PRIOR TO COMMENCING EARTH WORK IN ANY CRITICAL AREAS, E.G., NEAR STREAM BUFFERS CR
WETLANDS FEATURES, THE CONTRACTOR SHALL NOTIFY THE NC DEO DEMLR REGIONAL OFFICE AND THE
PROJECT ENGINEER FOR AN INSPECTION OF SEDIMENTATION AND EROSION CONTROL MEASURES. NO
GROUND DISTURBING WORK SHALL TAKE PLACE WITHOUT PROPER MEASURES IN PLACE. THE PROJECT
ENGINEER SHALL BE KEPT INFORMED OF ALL NEW WORK.
GENERAL
ALL WORK SHALL CONFORM TO THE RULES AND GUIDELINES OF THE NORTH CAROLINA SEDIMENTATION
CONTROL LAW, AS ADMINISTERED BY NC DEG.
CRITICAL SEDIMENTATION CONTROL FEATURES. E.G., CLEARING LIMITS, SEDIMENT TRAPS, GRADED
CHANNELS, BASINS, OUTLET STRUCTURES, LEVEL SPREADERS, ETC., SHALL BE PELO STAKED BY A
LICENSED SURVEYOR OR OTHER PARTY APPROVED BY THE PROJECT ENGINEER AND CONSTRUCTED
ACCORDING TO PLAN DIMENSIONS. ALL WORK SHALL PROCEED IN A METHODICAL AND WORKMANLIKE
MANNER. THE OWNER/OPERATOR IS RESPONSIBLE FOR SECURING ANY REQUIRED LAND DISTURBING
PERMITS AND PAYING FEES.
THIS S11EC PLAN DESCRIBES TEMPORARY AS WELL AS PERMANENT SEDIMENTATION AND EROSION
CONTROL MEASJRES. THIS PLAN ASSUMES THAT ALL DESIGNED MEASURES WILL BE INSTALLED. FIELD
ADJUSTMENTS ARE ALLOWABLE WITH THE ADVANCE PERMISSION OF THE PROJECT ENGINEER.
SEDIMENTATION AND EROSION CONTROL MEASURES ARE SUBJECT TO FIELD INSPECTION AND
PERFORMANCE EVALUATION BY DEO. IF ANY MEASURES ARE FOUND INADEQUATE. A REVIEW CF THE
MEASURES AS CONSTRUCTED SHALL BE PERFORMED TO ENSURE ADHERENCE TO THE PLANS. THEN, IF
NEEDED. ADDITIONAL DESIGNS SHALL BE SUBMITTED TO NCDEQ FOR REVIEW. SUBSTANTIAL DEVIATIONS
FROM THIS PLAN SHALL BE REVIEWED IN ADVANCE BY THE ENG NEER AND MAY BE SUBJECT TO PRIOR
APPROVAL BY DEO.
ADEQUATE SILT FENCING SHALL REI NSTALLED AND PROPERLY MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD. THE PLANS SHOW THE MINIMUM REQUIRED AREAS INTENDED FOR SILT FENCE
CONSTRUCTION. THE SILT FENCE SHALL BE OF THE TYPE DESIGNATED IN THE PLANS, UNLESS THE
ENGINEER APPROVES A SUBSTITUTE. PREFABRICATED SILT FENCING ATTACHED TO WOODEN STAKES
WILL NOT BE APPROVED - ONLY METAL POSTS AND WIRE -BACKED SILT FENCING WILL BE ACCEPTABLE,
THE BASE OF THE FABRIC SHALL BE EMBEDDED IN A TRENCH PER THE FLANS AND AN APPROVED
BACKFILL USED TO SECURE THE FABRIC. OUTLETS SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE
PLANS, OR AS DESIGNATED IN THE FIELD BY THE ENGINEER.
TEMPORARY AND PERMANENT DIVERSION DITCHES (SWALE$] AND SOIL BERMS ARE REQUIRED
THROUGHOUT THE PROJECT TO CONVEY SURFACE RUNOFFF. ALL DITCHES SHALL BE BUILT TO THE
DIMENSIONS AND GIVEN THE CHANNEL -LINING MATERIAL SPECIFICED IN THIS PLAN. UNLESS THE
ENGINEER HAS APPROVED AN ALTERNATIVE. ALL SOIL BERMS SHALL BE BUILT TO THE MINIMUM
DIMENSIONS SHOWN ON THE PLANS. SOIL SHALL BE COMPACTED AND STABILIZED WITH VEGETTATION
IMMEDIATELY UPON COMPLETION OF THE CONSTRUCTION. ADDITIONAL DITCHES AND SOIL BERMS MAY
BE REQUIRED. ALL WATER -DIVERSION STRUCTURES, WHETHER SHOWN ON THE PLANS OR ADDED AS A
FIELD AGJUS T MEN T, SHALL. BE MADE TO GRAIN —10 AIV APPROVED MEASURE.
5E0IMENT BASINS
THE PERMANENT SEDIMENT BASINS LOCATED GENERALLY NORTH OF EACH LANDFILL AREA SHALL SERVE
AS THE PRIMARY SEDIMENT BASINS THROUGHOUT THE CONSTRUCTION AND OPERATION OF THE FACILITY.
THE BASIN SHALL BE INSPECTED AND CLEANED OUT OR MAINTAINED AS NEEDED AFTER SITE -WIDE
GRADING WORK THE OUTLET STRUCTURES WILL REMAIN IN PLACE INDEFINITELY. A,, SOME FUTURE
TIME. IT MAY BE NECESSARY TO REFURBISH THE BASIN BY REPLACING THE BARREL OR RISER
STRUCTURES. A PROCEDURE FOR OUTLET STRUCTURE REPAIR IS PROVIDED AT THE END OF THIS
SECTION.
69lbLREKQVA1.5EQIl€N5E
1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANTTO DETERMINE IFA
BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL
MEASURES AS NEEDED PRIOR TO REMOVAL OF THE BASIN.
2. REMOVE BASIN(SI AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE
EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR
SEEDING.
3. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS
IMMEDIATELY.
4. INSTALL VELOCITY 0 SSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON THE EROSION CONTROL
PLAN.
5. WHEN SITE '5 FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEEW'CONSULTANT FOR APPROVAL OF
REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN
BE ISSUED A CERTIFICATE OF COMPLETION.
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO
DETERMINE WHEN A BASIN MAY BE CONVERTED FOR STORMWATER USE. SOME MUNICIPALITIES MAY ALSO
REQUIRE THIS.
c4N�_TRUET19i'N_�EOSAENGE
FINAL CLOSURE OF LANDFILL - INSTALL TEMPORARY MEASURES SHOWN ON CONSTRUCTION PLANS AND
REMOVE SEDIMENT BUILDUP. PLACE AND COMPACT COVER SOIL ON SIDE SLOPES IN ACCORDANCE WITH
PROJECT SPECIFICATIONS. CONSTRUCT PERMANENT CAP DIVERSION BERMS AT 2 PERCENT GRADES ISEE
CONSTRUCTION PLANSI AND INSTALL SLOPE DRAIN PIPES. BE SURE TO COMPACT ALL SOIL WORK AND
INSTALL INLET PROTECTION ON SLOPE DRAINS. DELIVER SOILS TO THE SLOPES FROM THE TOP OF THE
LANDFILL, BUT COMPLETE THE SIDE SLOPE CLOSURE IN INCREMENTS WORKING FROM THE BOTTOM
UPWARDS TO HIGHER ELEVATIONS. VERY IMPORTANT -VEGETATE SIDE SLOPES (USING STRAW MULCH
AND TACKI AS SOON AS SECTIONS ARE COMPLETED TO STABILIZE THE SLOPES. REFER TO THE SEEDBED
PREPARATION NOTES AND SEEDING SCHEDULE. IT MAY BE NECESSARY TO ESTABLISH A NURSE CROP OF
RYE AND OTHER SHORT-TERM VEGETATION, DEPENDING ON THE TIMING OF THE CONTERUCTION START
UP, FOLLOWED BY OVER -SEEDING DURING MORE FAVORABLE CONDITIONS TO ESTABLISH PERMANENT
VEGETATION. IF EXCESSIVELY WET OR DRY WEATHER CONDITIONS PREVAIL DURING CONSTRUCTION,
COVERING THE SLOPES WITH WOODY MULCH IS ADVISED, THEN FOLLOW UP DURING MORE FAVORABLE
WEATHER BY PLOWING THE MULCH INTO THE TOPSOIL AND SEEDING IN A TYPICAL MANNER WITH SOIL
AMENDMENTS, SEED, STRAW MULCH AND TACK
DURING DISPOSAL OPERATIONS - AS WASTE SLOPES BECOME POSITIVE (ABOVE THE ELEVATIONS OF THE
PER METER CHANNELSI, USE VEGETATION ANOAOR WOODY MULCH TO STABILIZE INTERIM COVER SOIL,
WORK THE LANDFILL IN SMALL INCREMENTS TO MINIMIZE EXPOSED SLOPE. ONCE AN AERA IS BROUGHT
TO FINAL GRADE, IT SHOULD BE CLOSED WITH APPROVED FINAL COVER. DURING ALL PHASES OF
OPERATIONS, INSPECT THE SEDIMENT BASINS AND/OR OTHER MEASURES FOR EXCESS SEDIMENT
BUILDUP OR DAMAGE - INSPECTIONS SHOULD BE CONDUCTED WEEKLY OR AFTER ANY RAINFALL EVENT
MEASURING IN EXCESS OF ONE-HALF INCH WITHIN 24 HOURS. REMOVE EXCESS SEDIMENT ANO/OR MAKE
REPAIRS AS NEEDED. INSPECT SLOPES FREQUENTLY AND CORRECT OBVIOUS EROSION PROBLEMS.
EBQQEDUREFOR REPI ACfikAM OR RISERLBARREL STRUCTURE
PERMANENT STORM DRA14 PIPES AND RISERIBARREL STRUCTURES FOR THE SEDIMENT BASIN ARE
DES DINED FOR AN OPERATIONAL LIFE OF SEVERAL DECADES. IF A PIPE OR SEDIMENT BASIN
RISER/BARREL STRUCTURE FAILS OR MUST BE REFURBISHED, THE STRUCTURE MAY BE TEMPORARILY
BYPASSED DURING THE REPAIRS VIA PUMPING TO A TEMPORARY SEDIMENT TRAP. IDEALLY, THIS SHOULD
BE PERFORMED DURING A TIME OF FAIR WEATHER. INLETS TO AFFECTED PIPES SHOULD BE BLOCKED
AND RUNOFF DIVERTED TO AN APFROVED MEASURE.
REMOVAL- INITIAL BARREL/RISER REMOVAL ACTIVITIES SHALL CONSIST OF DEWATERING THE BASIN IIF
NEEDEDI, INSTALLING TEMPORARY SEDIMENT CONTROL MEASURES (E.G.. SILT FENCING. TEMPORARY
SEDIMENT TRAPS, DIVERSION SWALES AND/OR BERMS), THEN REMOVING ALL SEDIMENT BUILD-UP. THE
REMOVED SEDIMENT SHOULD BE STOCKPILED WITHIN THE BASIN (AWAY FROM THE MAIN FLOW
CHANNELI OR WITHIN A SEPARATEAREA THAT IS PROTECTED BY APPROPRIATE SEDIMENT CONTROL
MEASURES. THE SEDIMENT SHALL BE ALLOWED TO DRAIN THEN DISPOSED OFF-SITE OR UTILIZED CN -
SITE
REPLACEMENT -THE DAMAGED PORTION OF THE STRUCTURE SHALL BE EXCAVATED AND REPLACED
WITH EQUAL OR BETTER MATERIALS AS THE ORIGINAL. ALL BACKFILL SHALL BE COMPACTED AND
VEGETATED IMMEDIATELY UPON COMPLETION. IF THE ENERGY DISSIPATERS ARE DISTURBED, EG., RIP -
RAP APRONS, THAT WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. THE ENGINEER
SHALL BE GIVEN AN OPPORTUNITY TO EVALUATE WHETHER THE ORIGINAL MATERIALS AND SIZES ARE
ADEQUATE FOR REPLACEMENT FUNCTIONS. IT IS ANTICIPATED THESE STORM WATER CONTROL
FEATURES WILL REMAIN INDEFINITELY.
STOCKPILE
MALNTENAINURE LI EM€aIORN_4LEQ2_H�1AN
1. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL REDUCE
EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER
FROM RUNNING UNDERNEATH THE PLASTIC,
2. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OF STAGED SEEDING AND MULCHING ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
3. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE PRACTICAU.
SEEDING I STABILIZATION GUIDELINES
NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES INCGOH
NCDENR/DIV,SION OF WATER QUALITY
NEW STABILIZATION TIMEFRAMES (EFFECTIVE AUGUST 3, 20111
SITEA13EA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTION
PER METER DIKES, SWALES, DITCHES, 7 DAYS NONE
HIGH QUALITY WATER (HOW( ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE
ALLOWED,
THAN 50IN LENGTH.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
'
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR
PER METERS AND HOW ZONES.
PERMIT ISSUE
NOT FOR CONSTRUCTION
SEWN sufAu
MA10M
SUED TW+E I
APNGMW4 MI
1�
___FUlD1®t
-
2D60 LHS/AOE
7=IWAM
SLID
PE�AIEMT
(SEE MORE 4)
IOATIID(1' 31 TALL FEW
SOW LESPEDEZA
KOBE 1F5AISE7C
SEASONAL NII.BE �
150 IBS/AGE
50 IBS/ACRE
301BS/ACRE
1) E WIE 2
MDIE 2
i1EVtA8'
SFAS t anw (11tP
_SEE
SBE MOLE 2 __
(ALCM
I -
006-uOD ISS ACRE
Sow
I -
4WD CAU1B5LACE
UBLi
I. APPLICATION RATES AND/OR OEI/LAL ,ANALYSIS SHALL BE CONFIRMED 06
ESTABLISHED BY A SOL TEST.
2 USE SEASONAL NURSE GNP N AMOIDA CE WIN SEFDNG DALES AS STATED
BELoW
MRI 15 - AUGUST 15 10 IHS/ACRE CUMAN NllT OR
15 05/ADE AMAMTU ISS
AUGUST 16 - MNL M 25 LBS/AGE RIE ( )
3 FROM SEPTEMBER 1 - MAGI 1, USE ONSCARFED yNITA S®.
A. REMOVE BAI6AFIASS N AREAS TO BE MAINTAINED AS LAW
Tf7f8AE:
1. SEW SCHEIM W. FOLLOW O[ DEUR 4ENM PERMIT MCCOIOOOO.
2 GROADOD UR SHOULD BE FROM ON THE BUNS 1" TO MISS CRACK
1 RE CONTRACTOR SHALL ESTABLISH A BOOM t[KRK LNPoRM, 006E STAG OF
CLASS FROM INE SPECIFIC) SEED PRIOR TO RENOWATIOM, ITE CCKWACTOI
SHALL ADEWIAILLY REST INC SOUS m BE REVEGETAIED TO UNSURE BE ADEQUACY OF
THE SPECIFIED REQUIIDENTS. ,ANY MOCNFICATIONS TO THESE REOLIREWB $ DEEMED
NECESSARY AFTER X REVIEW OF SOL TEST RESULT$ SHALL BE AT INC CCWTRAC GW`5
SCE DPENSL THE EMl7ETItR WILL PERFORM THE OFISFRVANOWS TO ]DETERMINE
MEM SUOCiSSFU. MWOETAR(N IS ACHIEVED.
SOL PBFPARANN:
1. UNIT PREPARATION TO AREAS LAWN WILL BE PLANTED SOON AFTER PREPARATION.
2 LOOSEN SUFACE TO MINIMUM DEPTH OF FOUR (4; LADES.
I AEY01i STN4S, STIX KIM RUBBISH AMD OVER EXTRANEOUS MATTER OVER THREE
(3) NOES N MY met",
4. SPREAD LIE UNIFORMLY WBR DESIGNATED ARMS AT RE RATE SLEETED N THE
SEEDING SOFDUE.
5. AM APPLICATION OF LAE, PRIOR ID APPLYING FFRWER, Loon MEAS To BE
SEEDED NTH DOABLE GSC OR OUER MANX DEVICE F SOI. HAS BECOME
RATA OR COMPACTED. CORRECT ANY 90AM IRREGULARITIES M ORDER TO P{EVAJIT
POG(ET OR LOW MEAS LOCH WILL ALLOW WATER To STAND
6. DISTRBLIIE FERTILIZER UFGNILY OVER REAS TO BE SEEDED AT INE RATE SPECIFIED N
THE SOEM SCHEDULE
(I) USE SUITABLE 061RBUTOR
(2) "CORPORATE FERMIZ R INTO SOL TO DEPTH OF A LEASE TWO (2) Wa
(3) REMOVE STONES OR OILER 2619ANCES W/01 WILL NTERFFIE NIN RW
DEVELOPMENT OR SUBSEQUENT WOOD.
7. GLACE SEEDED AREAS TO 9"B, EME N SURFACE LTH LOOSE. UIFORIY FINE TEXTURE
(1) ROLL RAKE. ROM RIDGES AND FILL DFPFES9ONS, AS REWARD TO MEET FIMS H
(2) FINE GRADE ,UST PRO TO PLANTMC,
SROM
1. USE APPROVED 'COMCAL POW DRAEH ORAS OR SEEDERS KC14AMCAL HAND
SEEDERS, OR OTHER APPROVED EWPMENT.
2, DISTRIBUTE SEED EVENLY 00 ENTRE AREA AT TLE RATE SPECT ED IN Tit STFDMG
SDOLUE
3. STOP WORK NEN WOR( EXT" BEYOND MIDST FAVORABLE RANTING SEASON FOR
SPEW DESIGNATED, OR WHEN SATISFACTORY RESULTS CANNOT BE OBTAINED BECAUSE
OF DROUGHT, HIGH WANDS, EXCESSIVE WGS7LRE. OR OTHOR FACTORS
4. RESUME WORK ONLY NEN FAVORABLE CONDITION DEVELOPS, OR AS ORECTED BY IEE
DOW,
5 LIGHTLY RAKE SEED INTO SCE FOLLOWED BY LIGHT ROVING OR CU.TPACIONO
6. MEDIATELY PR07ECT SEEDED AREAS AGAINST EROSION BY MU.Q6RG OR PLACING ROAD
EROSION CCAIRG. PRODUCTS, LURE APPLICABLE
(1) SPREAD MULCH N A CONTINUOUS BAWET AT THE RATE SPECT ED IN THE SEEDING
SCIFDULE.
(2) IMMEDIATELY FO LOWNO SPREADING KA01, BORE NTH EVENLY DISTRIBUTED BINDER
AT THE RALE SPECIFIED N THE STATING SOEERAL
(3)FOR SLOPES NOT STEEPER THAN 3H: IV AND AS AN OPTION TO USING BINDER 70
SECURE MUCH, USE A MULCH ANCHORING TOOL OPERATED ALONG THE CONTOUR OF
THE SLOPE
MAINTENANCE
THE CONIRACTOR SHALL BE RESPONSIBLE FOR MNRANWC ALL SEEDED AREAS Mom THE
END OF HIS WARRANTY PERIOD. THE CONTRACTOR SHALL PROVIDE, AT HIS EXPENSE,
PROTECTION OF ALL SEEMED AREAS AGAINST DAMAGE AT ALL TIMES UNTIL ACCEPTANCE OF
THE WORK, NANTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FCLOWNC ITEMS:
1. REGRADE AND REVEGETATE ALL ERODED AREAS UNTIL ADEQUATELY STARQED BY CUSS,
2 ROUGH MTN NEW MULCH N AREAS WHERE MULCH HAS BEEN DISIUABED BY MIND OR
MAINTENANCE OPERATIONS BRRTCIENTLY TO NUUFY ITS PURPOSE. ANCHOR AS REWIRED
TO PWOT DISPLACEMENT,
J. REPLANT BARE AREAS USING SALE MATERIALS SPECRTED.
VEGETATIVE STABILIZATION
DETAIL 4
NOT TO SCNE 23
�O
6' MN. LAYER OF
2-3' Woo STOW
GEOTEXTNE UDER NER
(TAPE GT -S GEOTEXTILE)
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
"D3
5
CAPITAL MATERIALS AND
RECYCLING, LLC
FRANKLIN COUNTY,
NORTH CAROLINA
S M ITN
GARONER
ENGINEERS
14N S -PI Ae - RaIl Yh VC 2760? II 914 T26.I9577
osN �CAPON,�y
027002
. , �at� �scrnvrlw.
U;rt) Junl ls, to^.; 0r -c �arnNcws
LCID LANDFILL
G RECYCLING FACILITY
EROSION &SEDIMENTATION
CONTROL PLAN
DETAILS
(SHEET 3 OF4)
CAPITAL 174
m ASSHOWN
_�• ` MAY 2017
6 1 D3

a`
CTMPACTED
�A
ROLLED EROSION CONTROL PRODUCT (RECD)
1\ FOR ANCHOR LAYOUT
e PACTED BACKFILL
RECP
A'
ANCHOR (TYP.)
2017 Smith Gardner.
�B
�A
REQUIRED ANCHOR
SPACING (ANCHORSX)
ALL CHANNELS
J
1.5H: IV S.l1PFs
JO YAK
_ 1 �F
J
TYPICAL CHANNEL PROFILE
RELP
(Tm.)
B. OVERLAP AT ADJACENT EDGES
12'
I'M RECP
ANCHOR (TYP.)
1.PLACE ANCHORS AT ANCHOR OVERLAPS, AND CHECK SLOTS ON 1 FOOT CENTERS.
IF APPLICABLE, STAGGER ANCHOR SPACITRENCHES, NG BETMEEN MULTIPLE 80115 OF ANCHORS
INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS (CHANNELS)
DETAIL 1
NDT 10 WALE
D4
ANCHOR SPACING SCHEDULE
LOCATION
REQUIRED ANCHOR
SPACING (ANCHORSX)
ALL CHANNELS
2.5
1.5H: IV S.l1PFs
2.0
RIV SLOPES
20
2510N SLOPES
15
5N:1V IBM
1S
3.5HEPA 9M
1.0
co SLOPES
1.0
RECH
�B
\ �D
TPCAL OE PROT
4' A A r
A A 1s, s 1s' A r
1.5 5' A A A
A A A A
A A A
I ANCHORAD 1.5 AMCHCTShD' 2 /1' 2.5 ANCIMi1D'
ANCHOR LAYOUT
DETAIL
3
NOT TO SCALE
ANCHOR LAYOUT
fZOW 1Y
�1
(TYP.)
B. OVERLAP AT R01I EMS
Ra.
D. DONMSL OPE TERMINAL ANCHOR M MCN
INSTALLATION OF ROLLED EROSION CONTROL PRODUCTS (SLOPES)
DETAIL 2
Nor ro SCALE D4
GA%,`
PERMIT ISSUE
NOT FOR CONSTRUCTION
EPAREO FOR:
CAPITAL MATERIALS AND
RECYCLING, LLC
FRANKLIN COUNTY,
NORTH CAROLINA
PREPARED BY:
NC UC. ND. F -137D IENGIN' 21v
SMITH+
GARDNER
ENGINEERS
16 N. Boylan Avenue, Raleigh NC 27603 1 919.82B.0577
SEAL
0M l
e., lnc ba'ine umm�ie1n<e�oi me In z aea � o z�nAsl. zea
P7."'
P.-nei,.— 1.
a«eP� of
LCIO LANDFILL
& RECYCLING FACILITY
EROSION & SEDIMENTATION
CONTROL PLAN
DETAILS
(SHEET4 DF4)
S.W.H. ECAPITAL 17-1
AS SHOWN
MAY 2017
CAPITAL -00019
7-7 D4