20210036 Ver 1_Pre-Filing Meeting Request_20210105

ID#* 20210036
Version* 1
Regional Office* Asheville Regional Office - [phone]
Reviewer List* Amy Annino
Pre -Filing Meeting Request submitted 1/5/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Tony Nardo
[e-mail]
James 44kV Line Re -build Project
Duke Energy Carolinas
Burke
Street Address
526 South Church Street
Address Line 2
aty
Charlotte
Rbstal / Zip Code
28202
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Frovince / Region
NC
Country
USA
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *

The James 44kV Line Re -build Project (Project) consists of rebuilding
approximately 5 miles of Duke Energy Carolinas, LLC 44kV electric
transmission line in Burke County, NC. All wetlands impacts are
temporary in nature due to matting, and will be returned to pre -
construction conditions. A culvert installation will take place on
Stream 8 (Sheet P5b) and will be permanent in nature. The culvert
installation is the only permanent impacts proposed for the Project.
The Project is seeking a 401 Water Quality Certification (No. 4133)
for the culvert installation.
Please give a couple of dates you are available for a meeting.
1 /26/2021
1 /25/2021
1 /27/2021
Please attach the documentation you would like to have the meeting about.
James 100% to Client 20201223.pdf 76.46MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
�c�c�trf.�ta
Submittal Date 1/5/2021

PROJECT NARRATIVE
THE PROPOSED JAMES 44KV TRANSMISSION LINE PROJECT IS LOCATED IN BURKE COUNTY,
NORTH CAROLINA. THE PROJECT INCLUDES ASSOCIATED LINE WORK REQUIRED TO REBUILD
DUKE ENERGY'S JAMES 44KV TRANSMISSION LINE (LINE INDEX 4131277) BEGINNING AT
BRIDGEWATER HYDRO SUBSTATION (STA 1181), 5790 POWERHOUSE ROAD, MORGANTON, NC
AND ENDS AT TABLE ROCK TIE STATION (STA1580), 1138 CARBON CITY ROAD, MORGANTON, NC.
THE PROJECT IS LOCATED WITHIN DUKE ENERGY'S MOWED AND MAINTAINED RIGHT OF WAY.
THE DISTURBED AREA IS 41.6 ACRES. ALL PROPERTY EASEMENTS WILL BE ACQUIRED PRIOR TO
CONSTRUCTION ACTIVITIES, INCLUDING INSTALLATION OF EROSION CONTROL MEASURES. THE
PRIOR USE OF THE SITE IS TRANSMISSION INFRASTRUCTURE AND THE PROJECT WILL NOT
CHANGE THE EXISTING LAND USE. PRIOR TO CONSTRUCTION, A DUKE ENERGY CONSTRUCTION
CONTRACTOR WILL INSTALL EROSION CONTROL MEASURES TO ENCOMPASS THE ANTICIPATED
CONSTRUCTION LIMITS. PREDEVELOPMENT CONDITIONS WILL BE RESTORED, AND THE AREA
WILL BE STABILIZED PRIOR TO COMPLETION OF CONSTRUCTION. AN AVOIDANCE AND
MINIMIZATION OF DISTURBANCE APPROACH HAS BEEN INCORPORATED INTO THE DESIGN OF
THE EROSION CONTROL MEASURES BY UTILIZING EXISTING ACCESS POINTS AND STABILIZED
RIGHT-OF-WAY ACCESS ROUTES WHENEVER POSSIBLE. EROSION CONTROL MEASURES ARE
INDICATED HEREIN FOR PERMITTING USE ONLY BY NCDEQ. THE INITIAL PROJECT DURATION IS
ANTICIPATED TO START ON 03/29/2021 AND BE COMPLETED BY 08/13/2021.
GENERAL NOTES
1. APPROXIMATE STRUCTURE LOCATIONS WERE PROVIDED TO DUKE ENERGY LINE ENGINEER AND ARE FOR
REFERENCE ONLY. THESE DRAWINGS SHALL NOT BE USED FOR LINE CONSTRUCTION.
2. BASE DRAWINGS WERE CREATED BY GIS DATA OBTAINED FROM VARIOUS SOURCES. AERIAL PHOTOGRAPHY
WAS OBTAINED FROM NC ONEMAP IMAGERY.
3. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE
START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR
SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE
REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL
NOT DISTURB UTILITY POLES, GUYS WIRES, OR ANCHORS WITHOUT PERMISSION FROM DUKE ENERGY.
5. PROJECT IS LOCATED IN THE CATAWBA RIVER BASIN. (COMMA?) THE PROJECT IS SUBJECT TO
STATE -REGULATED BUFFER REQUIREMENTS.
6. SEE SHEET PEN1 FOR EROSION AND SEDIMENTATION CONTROL SEQUENCE AND SEEDING SCHEDULE.
7. STREAMS EXTEND BEYOND THE RIGHT-OF-WAY. APPROPRIATE BRIDGING AND MATTING OF THESE FEATURES IS
REQUIRED, SHOULD THE CONTRACTOR USE ANY ACCESS ROUTES LOCATED OUTSIDE OF THE RIGHT-OF-WAY.
8. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY DUKE ENERGY PERMITTING
PRIOR TO USE.
9. CONSTRUCTION ENTRANCES ARE SHOWN FOR REFERENCE ONLY. HEAVY MATS MAY BE USED IN LIEU OF ROCK
CONSTRUCTION ENTRANCES IF DEEMED SUFFICIENT BY A DUKE ENERGY REPRESENTATIVE.
10. WETLAND MATTING SHALL BE COMPOSITE AND/OR HEAVY DUTY TIMBER/"CRANE" MATS. NO LATTICE OR
TWO-PLY MATTING SHALL BE USED IN JURISDICTIONAL WETLANDS AND/OR STREAMS.
11. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE
WATER WITHOUT CONTAINMENT.
12. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
13. ANY DAMAGE TO THE TOWN'S PARKING LOT AND GREENWAY TRAIL SHALL BE REPAIRED OR RESTORED TO
EQUAL OR BETTER CONDITION.
14. SECURE WRITTEN ACCESS AGREEMENT IS REQUIRED FOR ALL 3RD PARTY ACCESS AND PRIVATE DRIVES NOT
INCLUDED IN ROW DOCUMENTATION PRIOR TO BEGINNING CONSTRUCTION.
15. ALL DISTURBED AREAS SHALL BE RESTORED TO SAME OR BETTER CONDITION. PERMANENT GROUND COVER
SHALL BE USED FOR STABILIZATION.
START:
BRIDGEWATER
HYDRO STATION
LAKE STA 1181
JAMES
POWERHOUSE RD JJJ
SR 1223 /
WHIPPOORMILL
HOLLOW RD
LANCASTER DR -
CATAWBA RIVER
GONLEY-BUMGARNER RD
SR 1230 6w-
LAI L RD
SR 1225
PEA RIDGE ST
SR 1226
n
CAROB INAS
JAMES 44KV TRANSMISSION LINE
BURKE COUNTY
NORTH CAROLINA
START:
LATITUDE: 35044'31.56"
LONGITUDE: 81 °50'13.72"
r=mn-
LATITUDE:
LONGITUDE:
WATERMILL
GLEN ALPINE
RD
TURKEY TAIL LN
POLLARD AVE
SR 1208 �_��►`
a:�t ►w
CATAWBA ST
T R 114
VICINITY MAP
SCALE: 1 " = 1500'
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) AT
LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE
EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT
PROVIDED THEIR OWN LOCATOR SERVICES INDEPENDENT OR "NORTH CAROLINA ONE
CALL". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GLEN
ALPINE
35043'57.43"
81 °45'02.98"
41
CATAWBA RIVER
r S 3
LINVILLE ST
CARBON CITY RD
US HWY 70
***CAUTION***
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S
CONVENIENCE ONLY THERE MA Y BE O THER U TIL I TIES
NOT SHOWN ON THESE PLANS. THE SURVEYOR
ASSUMES NO RESPONSIBILI TY FOR THE LOCH TIONS
SHOWN AND IT SHALL BE THE CON TRA C TOR 'S
RESPONSIBILI TY TO VERIFY THE LOCH TIONS OF ALL
UTILITIES WITHIN THE LIMITS OF THE WORK. ALL
DAMAGE MADE TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF
THE CON TRA C TOR.
END:
TABLE ROCK
SUB STATION
STA 1580
NORTH & SOUTH CAROLINA STATE MAP
SHEET LIST:
TITLE SHEET
SHEET PTL
EROSION & SEDIMENT CONTROL NOTES
SHEET PEN1
EROSION & SEDIMENT CONTROL NOTES
SHEET PEN2
EROSION & SEDIMENT CONTROL NOTES
SHEET PEN3
EROSION & SEDIMENT CONTROL SHEET LAYOUT
SHEET PLA
EROSION & SEDIMENT CONTROL PLAN
SHEET P1
EROSION & SEDIMENT CONTROL PLAN
SHEET P2
EROSION & SEDIMENT CONTROL PLAN
SHEET P3
EROSION & SEDIMENT CONTROL PLAN
SHEET P4
EROSION & SEDIMENT CONTROL PLAN
SHEET P5
EROSION & SEDIMENT CONTROL PLAN
SHEET P6
EROSION & SEDIMENT CONTROL PLAN
SHEET P7
EROSION & SEDIMENT CONTROL PLAN
SHEET P8
EROSION & SEDIMENT CONTROL PLAN
SHEET P9
EROSION & SEDIMENT CONTROL PLAN
SHEET P10
EROSION & SEDIMENT CONTROL PLAN
SHEET P11
EROSION & SEDIMENT CONTROL DETAILS
SHEET PED1
EROSION & SEDIMENT CONTROL DETAILS
SHEET PED2
MIGRATORY BIRD HOTLINE
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY SERVICE AREA.
INTERACTIONS OF BIRDS WITH GENERATING FACILITIES, TRANSMISSION AND DISTRIBUTIONS, SUBSTATIONS, OTHER
STRUCTURES AND EQUIPMENT, AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO BIRDS. DUKE ENERGY OPERATES
THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND CONTRACTORS WITH RELATED INCIDENTS THAT
OCCUR DURING WORK ACTIVITIES.
CAROLINAS: 800.573.3853
SPILL REPORTING HOTLINE
IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT, FEDERAL AND STATE LAWS REQUIRE
THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER REGULATORY AGENCIES AS
SOON AS POSSIBLE FOLLOWING IDENTIFICATION. IMMEDIATELY NOTIFY YOUR SUPERVISOR AND THE FIELD
ENVIRONMENTAL/EHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS DISCOVERED. IF YOU ARE UNABLE TO
REACH THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL, CONTACT ONE OF THE DUKE ENERGY SPILL REPORTING HOTLINES
AT:
CAROLINAS & MIDWEST: 800.527.3853
CONTACTS
OWNER:
DUKE ENERGY CAROLINAS
RANDY VELTRI, R.L.A
526 SOUTH CHURCH ST.
CHARLOTTE, NC 28202
PH: [phone]
FAX: [phone]
randy.veltri @duke-energy.com
HDR Engineering Inc
of the Carolinas
440 SOUTH CHURCH ST.
CHARLOTTE, NC 28202-2075
PH: [phone]
ENGINEER:
HDR ENGINEERING INC. OF THE
CAROLINAS
JOEL C. CAUSEY, P.E.
440 SOUTH CHURCH ST.
CHARLOTTE, NC 28202
PH: [phone]
FAX: [phone]
EMAIL [e-mail]
if DUKE
111111111111041
CAROLINAS
526 SOUTH CHURCH STREET
CHARLOTTE N.C. 28202
TELEPHONE NO. [phone]
TI TILE
RESPONSIBLE FOR MAINTENANCE:
NEAL CARY
PH: [phone]
EMAIL: [e-mail]
JAMES 44 KV
TRANSMISSION LINE
EROSION CONTROL PLAN
LINE INDEX: DRAWING SHEET
4131277 NC JAMES-PTL.DWG PTL
REV I FILE NO. I DATE I REVISION
DRAWN I CHECKED J APPROVED

3
O O 4
�Q
\ V
V
POWERHOUSE RD
SR 1223
P/1
,I 5
5
o P2A
1�
WHIPPOORMILL HOLLOW RD —
LANCASTER DR
_I
I _ _
I
i
I
CONLEY-BUMGARNER RD
SR 1230
13 15 I \
�. �P3A
f 17 1 /
�\ 7
P3B 18 \ POLLARD AVE
1 6 ` SR 1208
17 �P4 22 --�
\ ` ` P5A \ 20 p513 21 26 27
P6A/ C3C
\ P4B �� 23 25 27 _P6Bs
\ INSET 18 \ 24 29
33
P7A
32
WATERMILL GLEN ALPINE RD
TURKEY TAIL LN --\
35 38
34 36 37
P7B
41 42 43 44 45
40
39
5
MIMM
55 57
56 58
�P8A I —P8E
59
�I'
53
4
49
/ LAIL RD \ 50 / SR 1225
PEA RIDGE ST
SR 1226
CATAWBA ST
S
CATAWBA R 1147
RIVER
D LABEL
PIN
PROPERTY OWNER NAME
STREET ADDRESS
CITY
3TATE
ZIP
IEED BOO
PAGE
1
1753872488
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
995
62
2
1753765975
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
19
95
3
1753867683
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
19
95
4
1753854864
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
19
95
5
1753975545
DUKE ENERGY CAROLINA
P O BOX 1007
CHARLOTTE
NC
28201
1997
283
6
1753868170
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
19
95
7
1753955406
DUKE ENERGY CAROLINA
P O BOX 1007
CHARLOTTE
NC
28201
1699
646
8
1763052764
BARRIER, ROBERT A;BARRIER, ANGELA D
5502 POWERHOUSE RD
MORGANTON
NC
28655
2382
512
9
1763052583
B & D INVESTMENTS;B D INVESTMENTS
110 COLEMAN DR
CONNELLY SPRII
NC
28612
940
1459
10
1763054635
BROWN, JEFFREY A;BROWN, JUANITA C
5500 POWERHOUSE RD
MORGANTON
NC
28655
1633
669
11
1763067272
RECTOR, JOYCE;RECTOR, STEPHEN W
4860 LANCASTER DRIVE
MORGANTON
NC
28655
0105DC
2773
12
1763056171
HOFFMAN, JEREL MCIVER;HOFFMAN, LOU E
5426 POWERHOUSE RD
MORGANTON
NC
28655
2248
921
13
1763153703
RECTOR, STEPHEN WILBUR
4860 LANCASTER DR
MORGANTON
NC
28655
1803
834
14
1763153218
MULL, RICHARD D
4867 LANCASTER DR
MORGANTON
NC
28655
1869
138
15
1763156489
TAYLOR, RONNIE DEAN
4855 LANCASTER DR
MORGANTON
NC
28655
1119
546
16
1763146995
MILLER, DANNY;MILLER, JENNIFER
5368 POWERHOUSE RD
MORGANTON
NC
28655
2306
5
17
1763247663
SNIPES, JUSTIN W;SNIPES, BRANDY S
2796 CONLEY BUMGARNEI
MORGANTON
NC
28655
2098
310
18
1763452968
DUKE ENERGY CAROLINA
P O BOX 1007
CHARLOTTE
NC
28201
1699
641
19
1763830644
ACUFF, CALVIN C JR
4113 POLLAND AVE
MORGANTON
NC
28655
1840
505
20
1763765191
CHW MANAGEMENT LLC
712 S STERLING ST
MORGANTON
NC
28655
1628
127
21
1763941004
POLLARD, DOUGLAS KEITH
P O BOX 593
GLEN ALPINE
NC
28628
2057
195
22
1763934969
DICORTE, VERDA WEATHERMAN
457 HUNTERS TRACE
CRAWFORDVILLI
FL
32327
843
225
23
1763920859
MAGGART, SUSANNE ACUFF;ACUFF, GENE CHRISTOPHER
137 ARTHUR RD
ASHEVILLE
NC
28806
2316
431
24
1763932689
CLARK, GARY C;CLARK, TERESAA
4057 POLLARD AVE
MORGANTON
NC
28655
1577
144
25
1763938585
CLARK, GARY C;CLARK, TERESA A
4057 POLLARD AVE
MORGANTON
NC
28655
1577
144
26
1773033804
EDWARDS, ROSIE HAYE
3997 POLLARD AVE
MORGANTON
NC
286551
2282
201
27
1773033643
WATKINS, WILLARD L
3991 POLLARD AVE
MORGANTON
NC
28655
1694
679
28
1773036643
MCKESSON, CHARLES SR
509 ROCKY FORD ST
MORGANTON
NC
28655
130
356
29
1773038307
RAY, MACK ALLEN
4923 CRYSTAL CREEK RD
MORGANTON
NC
28655
868
614
30
1773132775
LEVEL, SUSIE C
P O BOX 1931
MORGANTON
NC
28680
592
399
31
1773134643
HUNSUCKER, JEFFREY WAYNE;HUNSUCKER, AMANDA LEE
2626 LAIL RD
MORGANTON
NC
28655
2408
134
32
1773139354
SUTTLES, TIM MCCOY;SUTTLES, KAREN ANITA
2653 LAIL RD
MORGANTON
NC
28655
1967
636
33
1773232802
SUTTLES, TIM MCCOY;SUTTLES, KAREN ANITA
2653 LAIL RD
MORGANTON
NC
28655
2146
540
34
1773236698
LEONARD, ROY J;LEONARD, MAVIS
P O BOX 334
GLEN ALPINE
NC
28628
909
1658
35
1773330761
LEONARD, ROY J;LEONARD, ALICE T
1257 US 70 WEST
MORGANTON
NC
28655
2008
403
36
1773331792
BARBOSA, ALBERTO
507 PEA RIDGE ST
MORGANTON
NC
28655
2463
729
37
1773336629
DALE, GRANT & DALE, SHARON R.
372 MALONEY AVE
MORGANTON
NC
28655
1996
624
38
1773338650
BROOKS, CHRISTOPHER LEE;BROOKS, NORMA JEAN
506 PEA RIDGE ST
MORGANTON
NC
28655
2248
850
39
1773431552
REECE, THOMAS MICHAEL;REECE, LINDA D
408 PEA RIDGE ST
MORGANTON
NC
28655
1154
520
40
1773434558
CROFT, NANCY 0
2741 AOK HAVEN DR
SAN MARCOS
TX
78666
596
509
OVERALL ORE
OOR VIEW
HOR=NTAL GRAPHIC SCALE
1000 0 500 1000 2000 3000
( IN FEET)
1 inch = 1000 ft.
52
61) (63
60)�(62
CATAWBA RIVER --\
OLD LUMBER YARD RD /
72 / / \ /
PIA 74 I
f -..-44 / 73 P9B 75 76
\
);Z7
65
CARBON CITY RD
US HWY 70
GLEN ALPINE
P10B 77 p111 78
75 oftwunn 79
76 77 I
77 I
71 LINVILLE ST
1 � 77
P11B =
— INSET
N
D LABEL
PIN
PROPERTY OWNER NAME
STREET ADDRESS
CITY
31TATE
ZIP
IEED BOO
PAGE
41
1773237429
LEONARD, ROY J;LEONARD, ALICE T
1257 US 70 WEST
MORGANTON
NC
28655
2009
740
42
1773331404
ELIZABETH S. BAUER REVOCABLE LIVING TRUST
2266 LAKE FOREST COVE
NEBO
NC
28761
2354
334
43
1773333403
BYRD, STEVEN C
P O BOX 75
GLEN ALPINE
NC
28628
548
784
44
1773334463
BOONE, J LUKE;BOONE, DEANNA M
1001 STACY HILL ROAD
MARION
NC
28752
2007
810
45
1773338443
ALFORD, PHIL;ALFORD, ALLISON
504 PEA RIDGE ST
MORGANTON
NC
28655
2346
351
46
1773434478
CROFT, JAMES M;CROFT, NANCY O
PO BOX 963
GLEN ALPINE
NC
28628
582
298
47
1773434397
CROFT, NANCY O
2741 OAK HAVEN DR
SAN MARCOS
TX
78666
596
509
48
1773435246
CROFT, NANCY O
2741 OAK HAVEN DR
SAN MARCOS
TX
78666
596
511
49
1773437461
CROFT, JAMES MORRIS
P O BOX 963
GLEN ALPINE
NC
28628
13
720
50
1773438389
CROFT, JAMES MORRIS
P O BOX 963
GLEN ALPINE
NC
28628
13
720
51
1773439398
CROFT, JAMES MORRIS
P O BOX 963
GLEN ALPINE
NC
28628
13
720
52
1773530395
CROFT, JAMES MORRIS
P O BOX 963
GLEN ALPINE
NC
28628
13
720
53
1773531392
CROFT, JAMES MORRIS
P O BOX 963
GLEN ALPINE
NC
28628
13
720
54
1773437528
VENTURA, DAVID FRANKLIN;VENTURA, HILARY ROSE
102 N GREENE COURT
MORGANTON
NC
28655
2241
276
55
1773435157
CHAPMAN, MELODY L;CHAPMAN, HARVEY L
106 GREEN COURT
MORGANTON
NC
28655
1479
41
56
1773439697
MARTIN, WAYNE W
2233 COLONY RD
CHARLOTTE
NC
28209
612
759
57
1773533524
PROPST, RICHARD EDWARD
3223 SPRINGSIDE DR
CLEMMONS
NC
27012
2142
615
58
1773533514
WILLIAMS, BRENDA S
P O BOX 1195
GLEN ALPINE
NC
28628
637
747
59
1773536386
PITTS, CLIFTON A., JOSEPHINE M., TERESA G., SEIDENFELD
P O BOX 193
GLEN ALPINE
NC
28628
2278
194
60
1773632392
BENEDICT, STANLEY L;BENEDICT, MARCIA R
206 OLD LUMBER YARD R
MORGANTON
NC
28655
916
510
61
1773635432
WHITE, DIANA L
204 OLD LUMBERYARD RI
MORGANTON
NC
28655
2016
303
62
1773636433
RAMIREZ, SONIA EUGENIA
4355 JIM BUMGARNER LN
GRANITE FALLS
NC
28630
2301
437
63
1773637399
RAMIREZ, SONIA EUGENIA
4355 JIM BUMGARNER LN
GRANITE FALLS
NC
28630
2301
437
64
1773636321
BENEDICT, STANLEY L;BENEDICT, MARCIA R
206 OLD LUMBER YARD R
MORGANTON
NC
128655
1431
450
65
1773636293
MACE, SHELBY;MACE, ASHLEY
212 OLD LUMBER YARD R
MORGANTON
NC
28655
2421
816
66
1773639258
PADGETT, DARRELL R;PADGETT, CONNIE F
P O BOX 1081
GLEN ALPINE
NC
28628
814
1493
67
1773732222
PADGETT, DARRELL;PADGETT, CONNIE
P O BOX 1081
GLEN ALPINE
NC
28628
730
781
68
1773738370
MCFALLS, GEORGE D JR;MCFALLS, CONNIE R
801 PITT ST
MORGANTON
NC
28655
889
869
69
1773832004
MCFALLS, GEORGE D JR;MCFALLS, CONNIE R
801 PITT ST
MORGANTON
NC
28655
889
869
70
1773831396
BENTON, JANE ABERNATHY
809 PITTS ST
MORGANTON
NC
28655
1152
230
71
1773834330
BENTON, JANE A
809 PITTS ST
MORGANTON
NC
28655
1152
233
72
1773843775
ROBERTS, OLIVER L;ROBERTS, JOAN T
138 RIVER BREEZE DR
MORGANTON
NC
28655
854
1463
73
1773836513
BROGLEY, KENNETH W JR
827 PITTS ST
MORGANTON
NC
28655
1710
218
74
1773930361
BROGLEY, STEFANIE B;BROGLEY, KENNETH W
809 PITTS ST
MORGANTON
NC
28655
943
1976
75
1773938837
BENTON, JANE A
809 PITTS ST
MORGANTON
NC
28655
1325
38
76
1773831081
MCFALLS, GEORGE D JR;MCFALLS, CONNIE R
801 PITT ST
MORGANTON
NC
28655
889
869
77
1783225927
GENTRY, STEVEN MCKINLEY
1038 EAST COURT ST
MARION
NC
28752
2272
739
78
1783338563
RUTHERFORD ELECTRIC MEMBERSHIP CORP
P O BOX400
MORGANTON
NC
28680
884
1022
79
1783329794
DUKE ENERGY CORPORATION
P O BOX 1007
CHARLOTTE
NC
28201
19
95
d

15A NCAC 04B .0131 SELF -INSPECTIONS
SEEDING SCHEDULE
SEEDING WILL BE COMPLETED IMMEDIATELY FOLLOWING SITE RECLAMATION AND PRIOR TO PROJECT
COMPLETION. TEMPORARY OR INTERMEDIATE SEEDING, MULCHING, MATTING, OR OTHER SURFACE
STABILIZATION MEASURES WILL BE PLACED ON DISTURBED AREAS FOLLOWING INITIAL SOIL DISTURBANCE.
PRIOR TO SEEDING, ALL SURFACES SHALL BE SCARIFIED TO A DEPTH OF FOUR TO SIX INCHES TO ENHANCE
SEED GERMINATION AND HELP IMPEDE STORMWATER RUNOFF. GENERAL SEEDING GUIDELINES ARE AS
FOLLOWS:
PERMANENT SEEDING:
MID-FEBRUARY THROUGH MID-APRIL
TALL FESCUE
SERICEA LESPEDEZA (SCARIFIED)
KOBE LESPEDEZA 10 LB/ACRE
MID-APRIL THROUGH JULY
SERICEA LESPEDEZA (SCARIFIED)
TALL FESCUE
AUGUST THROUGH MID-FEBRUARY
TALL FESCUE
SERICEA LESPEDEZA (SCARIFIED)
RYE GRAIN
80-100 LB/ACRE
20-30 LB/ACRE
30-40 LB/ACRE
80 LB/ACRE
80-100 LB/ACRE
20-40 LB/ACRE
40 LB/ACRE
RYE GRASS SHALL NOT BE USED. SPECIAL EXCEPTIONS MAY BE ALLOWED ONLY WITH THE APPROVAL OF THE
ENGINEER AND SHALL BE CONSIDERED TEMPORARY SEEDING, ONLY. PRIOR TO COMPLETION OF PROJECT,
ALL AREAS SEEDED WITH RYE GRASS SHALL BE RESEEDED FOR PERMANENT STABILIZATION PER THE ABOVE
SCHEDULE.
NURSE CROPS SHALL BE ADDED TO AID THE ESTABLISHMENT OF PERMANENT VEGETATION. GENERAL
GUIDELINES FOR NURSE CROP SEEDING RATES ARE AS FOLLOWS:
TEMPORARY SEEDING:
MAY THROUGH MID -AUGUST
GERMAN MILLET 10 LB/ACRE
SUDANGRASS 15 LB/ACRE
MID -AUGUST THROUGH APRIL
RYE GRAIN 25 LB/ACRE
IN THE ABSENCE OF SOIL TESTS, FERTILIZER AND LIME WILL GENERALLY BE APPLIED AT THE FOLLOWING
RATES:
10-10-10 FERTILIZER (OR EQUIVALENT RATE OF APPLIED N) 1,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE 4,000 LB/ACRE
SEEDING NOTES:
MULCH OR MATTING SHALL BE APPLIED TO ALL SEEDED AREAS TO AID IN THE ESTABLISHMENT OF
VEGETATION AND HELP IMPEDE EROSION. VEGETATIVE MULCH, TYPICALLY WHEAT OR OAT STRAW, SHALL BE
APPLIED AT THE RATE OF 3,000 TO 4,000 LBS/ACRE.
CONSTRUCTION SEQUENCE:
1. NOTIFY ALL AFFECTED LANDOWNERS PRIOR TO CONSTRUCTION.
2. OBTAIN AND MAINTAIN ON SITE THE LAND -DISTURBING PERMIT FROM NCDEQ.
3. NOTIFY NCDEQ AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
4. HOLD PRE -CONSTRUCTION MEETING.
5. INSTALL CONSTRUCTION ENTRANCES TO RIGHT-OF-WAY.
6. INSTALL ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON PLANS, PRIOR TO ANY
SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR EXCAVATION).
7. CLEARING AND GRUBBING FOR ACCESS ONLY AS SHOWN ON PLANS.
8. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL
EXCEEDING 1/2" TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY ACCUMULATED
SEDIMENT SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL DISPOSAL AREA
APPROVED BY THE INSPECTOR. CONDUCT PERIODIC INSPECTIONS OF ALL EROSION AND
SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO
ASSURE CONTINUED EFFECTIVE OPERATION OF EACH DEVICE.
9. START REMOVING EXISTING TRANSMISSION STRUCTURES AND CONDUIT.
10. INSTALL NEW TRANSMISSION STRUCTURES AND CONDUIT LINES INSIDE DENUDED AREA.
11. REMOVE TEMPORARY TRANSMISSION STRUCTURES AND OLD CONDUIT.
12. CONTRACTOR TO REMOVE ALL EROSION CONTROL MEASURES AFTER SITE IS STABILIZED AND
APPROVAL IS GIVEN BY THE INSPECTOR.
13. SUBMIT N.O.T. TO NCDEQ.
1) Ground Stabilization'
Site area
Stabilization
Stabilization Time
Description
Tune Frame
Frarne Exceptions
■ Perimeter dikes.
swales, ditches
S a m e D a `�
None
and slopes
• High Quality
IV,ateI (HQI�
Same Dziy
None
Zones
If slopes are 10' or
• Slopes steeper
Same Day
less m' lenstbl and -are
than 3:1
not steeper than 211-1-
14 days are allowed-
• steppes 3 :1 or
Same D a
-da)T for slopes
greater than 50 feet
flatter
-
` in len¢th
All albeit areas
Same D L
None■
(except for
wrath slopes flatter
:�
perimeters and
than �#:1
HQW fines)
* Extta iorss of tLme may be ap, nr e-d by the perimiftiing attthorits•
based en weather or other site -specific conditions that make conWhauce
imprracucasble_. (.section 133g)(b))
21 Building Wastes HandEn,
• No paint or liquid wastes ul stream or storm drains
• Dedicated areas for demolition- eonstntction and other
wastes must be iocated 50' from storm drains and streams
unless na reasonable alternatwes ay. ailable.
• Earthen -material stockpiles must be located 50r from stone
drains and streamiuile as no reasonable alternatives
a{-ailable.
• Concrete materials must be controlled to an: old contact 'With
surface i} aters, wetlands, or buffers,
d) Dischargers to Federally --listed Ware
• Requirements are the same a; in previous permit.
■ The permit allows rechiction from the }D acre inmiamm if
the Director of DWQ determine: that other B', It's provide
ecua va.lent nrctemion.
SEEDING SCHEDULE
HERBACEOUS PLANTS -Seeding recommendations for immediate stabilizationlnurse crops
(2 to 5 weeks for development; effectiveness goal: s months to 1 year stabilization)
NefRgF CROP qPFrIFS
Table 6.11.a
0p1 W1 planting babes
common Name
Botanical Name
.hativef
Irrtrodwmd
Sad�Awes
wow.
Forl& alionl
Iancruore
iwlarre
Mw Isrs
Pl dA i
Coaaai
ilaFa
sunlshade
tolerant
Wetlands
Riparia
&iffwr
Invaelve
Yes of Kr
InslallationtVaintenance
Corisideralions
Other Hormaton, icarnrerdaFy
RyeGrain
socale cem.,ja
l
60lbs
By suil tea
1111 -413
11115 -411 5
VI - 4415
Sun
Yes
Yes
hr:
-Must be mown to reduce
kiampKilivenes5 with
oerrnanenI er to rig term
kovalation
Wheal
Tnlioun aesfMrm
I
iii Int
Ry sn[ilost
1411 - 41Y
&15 - &15
SM - 4115
Sun
Yes
Yes
ftA ist be mown to reduce
Not water tolaranl. MUY be used
CWIPA veness wrath
in wetlands that are ml
rmnixmtortong term
cantim-wi saiLirated.
vagoaftn
Gemien Millet
Satan ilelica
I
1 u Ibs
By sot test
Si11 - gw
5+15 - M 5
4115 . SO 5
Sun
Yes
Yes
No
Crop should be cut 1 disc
Nol water tnleranl. Mev be used
prior to anling primery or
in wetlands that are not
iong lean yegelation
o3Minuou saturated.
Brown tpp Millet
Iho&doa rarnoaa
I
10lbs
By sud test
5111 - T30
5d15 -art 5
4115 - t1J15
Sun
Yes
•::ro mould be cull disc
Not water lolexanl. May be used
Prnor to pjaafiPq PrIMErYof
in wetjar Ids that are rot
jnn 1�rn yogelalion
cartintiou. saturated.
Suds rasa (hybrids)
Sorphom saccha ©turn
1
15 lbs
By sot tell
NR
NR
4115 - IV 15
Sun
No
Nu
YL
Crop should be cul / disc
Use only where plants and aead
5 Gicvlar .Dnjm nvndi
prior to plariOng pi-irnoryor
can be conbrod and nDdrolled.
brig lean yegetalm
Kobe Luspedeza
j4immernwln sfnara V. kohe
I
ii - I:••:
By Sol test
511 - 911
511 -9il
511 -911
Sun
No
AM
Consul qUaMEM
Use in Caa%W Plain
norticukiral`st er extension
a. l far over-seedrn
wilh Wmary mver
Korean Les as
Kummemma s&pjAacee
By sof test
511 - ail
511 -90
5!1 -9,r1
Sur
Nu
Nu
'Consul. qualibed
Use in P"ma,land
iurlicueur4!91 Or extension
Mounlain% Mny became
aw"t for over-seedinq
invasive
'NA pnrnary Cover
CLEARING AND CONSTRUCTION NOTES:
THE FOLLOWING ACTIVITIES SHALL BE FOLLOWED BY DUKE ENERGY AND ITS CONTRACTORS FOR THE PROJECT.
1. ALL CONSTRUCTION ACCESS (PARTICULARLY THOSE CROSSING BRANCHES THAT ARE NOT SHOWN ON THE APPROVED PLAN AS
SUBMITTED TO NCDEQ) SHALL FOLLOW THE TYPICAL DETAILS NOTED ON THESE DETAIL SHEETS.
2. ALL ACCESS BEDS, SLOPES AND DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY AND SEEDED WITHIN THE END OF THE EACH
WORKDAY.
3. ALL ROAD BEDS, SLOPES AND DISTURBED AREAS SHALL BE STABILIZED DAILY.
4. MINOR FIELD ADJUSTMENTS TO THE PROPOSED SEDIMENT AND EROSION CONTROL MEASURES (SUCH AS SHIFTING THE POSITION OR
SLIGHTLY RE -DIRECTING A SILT FENCE) WILL BE NECESSARY TO ACCOUNT FOR REAL TERRAIN AND GRADING CONDITIONS. ALSO,
ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES COULD BE NECESSARY TO HELP PREVENT OFF -SITE SEDIMENTATION. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO HELP PREVENT EROSIVE CONDITIONS AND OFF -SITE SEDIMENTATION
FROM DEVELOPING ON THE CONSTRUCTION SITE. SHOULD QUESTIONS, CONCERNS OR PROBLEMS ARISE CONCERNING THE
INSTALLATION OF THE S&EC PLAN, PLEASE CONSULT THE ENGINEER FOR ASSISTANCE. MAJOR DEVIATIONS TO THE APPROVED E&SC
PLAN MUST BE REPORTED AND APPROVED BY NCDEQ.
5. SEDIMENT AND EROSION CONTROL MEASURES MUST BE MAINTAINED ON A DAILY BASIS DURING ALL LINE CONSTRUCTION OPERATIONS.
6. ACCESS ON GRADES OF 20% SLOPE OR GREATER, ON POORLY DRAINED SOILS, OR IN POTENTIAL PROBLEM AREAS SHALL BE SURFACED
WITH A MAXIMAL 6" LAYER OF GRAVEL OR AGGREGATE BASE COURSE FOR STABILIZATION.
7. INSTALLATION AND REPAIR OF ACCESS SHALL USE SILT FENCE ON THE DOWN GRADIENT SIDE OF THE ROAD AND WATER BARS TO
DIVERT DRAINAGE BACK TO EXISTING CONTOURS.
8. SEEDING FOR SITE STABILIZATION SHALL OCCUR IMMEDIATELY FOLLOWING THE COMPLETION OF ANY PHASE OF CONSTRUCTION IN A
PROJECT. IT SHALL BE THE INTENT FOR THIS PROJECT THAT SEEDING FOR STABILIZATION (TEMPORARY OR PERMANENT) SHALL NOT
LAG CLEARING OPERATIONS BY MORE THAN 1,000 FEET.
4 t
In ,pectiou ,
• Same wedly inspection requirements
■ Same ram gauge & inspections after 0.5" rain event
• IrLq)ections are only required during `normal business
hours--
• Inspection reports must be available on -site during
business hours unless a site -specific a mption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records my be substituted
under certain conditions.
wl
Implementation of 114'<i Ptri nit Conditions
• Projects permitted tuider the previous permit can
continue to follow the pre'v iously-pern fitted conditions.
■ Complete applications received prior to Aunat 3. 2011
can follow conditions of approved application.
■ Applications received after :august 2l- 2011 must compl,
,.%ith ne>E,`r permit conditions.
6)
Conditions in Erosion & `,ediinentation Control PlanS'r
Dekpation on the plain where the :Sa me Day ground
stabilization requirements of the NPDE S permit apphY
Des' tlon on the plarLs where basuka drat comply'"Toth the
surface -withdrawal requirements of the N`PDES permit aie
located.
7)
Building Wastes Handling
• No plamr or liquid wastes iu stream or storm drains
# Dedicated areas for demolition_ construction and other
wastes located. W from storm drains and streamns unless
no reasonable alternatives are mailable.
• Emth,en-material stockpiles located 50' from storm
drams unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waiters. wetlands. or buffers.
a)
Sediment Basins
• Outlet structures must Wlthdm i3 from basin su.trface
unless drainage area is less than 1 acre.
■ Use only DWQ-alpprotxed tloc:uuiants.
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1(E), THE FOLLOWING APPLY:
(1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE INSPECTION BY DOCUMENTING
THE FOLLOWING ITEMS:
(a) ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES, AS CALLED FOR IN A
CONSTRUCTION SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN,
INCLUDING BUT NOT LIMITED TO SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS,
ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR
BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION
METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN
SUB -ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE
APPROVED EROSION AND SEDIMENTATION PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR
DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION IS REQUIRED
ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND
DEVICES AS SET FORTH BY THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR IF THE MEASURES,
PRACTICES AND DEVICES ARE MODIFIED AFTER INITIAL INSTALLATION-
(b) THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE LOCATION AND CONDITION OF THE GRADED
SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING ACOPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION
REPORT-
(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION OF THE GROUND
COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A
COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN
INSPECTION REPORT;
(d) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND
SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES HAVE BEEN PERFORMED. SUCH DOCUMENTATION
SHALL BE ACCOMPLISHED BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER
PERMIT MONITORING FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR REQUIREMENTS); AND
(e) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, CORRECTIVE
ACTIONS REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE CORRECTIVE ACTIONS. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. A SIGNIFICANT
DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE
THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED.
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR
AN INSPECTION REPORT, SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF
THE PERSON CONDUCTING THE INSPECTION AND THE DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND
CERTIFICATIONS MAY ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT
PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.
(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
(a) INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
(b) CLEARING AND GRUBBING OF EXISTING GROUND COVER-
(c) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF TEMPORARY OR
PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2);
(d) COMPLETION OF STORM DRAINAGE FACILITIES;
(e) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
(f) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION OR
UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE TRACT OF LAND FOR
WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED AND THE AGENCY THAT APPROVED THE
PLAN HAS BEEN NOTIFIED. IF THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OR CONTROL OF THE
TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED, THE NEW OWNER
OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT INSPECTIONS QUARTERLY UNTIL THE ESTABLISHMENT OF
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
TEMPORARY SEEDING SCHEDULE
Table 6.18E
Seeding mixture
Temporary Seeding
Species Rate (Iblacre)
Recommendations for Late
Rye (grain) 1 zD
Winter and Early Spring
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. 1- May 1
Piedmont- Jan. 1 - May 1
Coastal Plain -Dec_ 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 Nacre 10-10-10 fertilizer.
Mulch
Apply 4.000 Iblacre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erasion or other damage.
JAMES 44 KV TRANSMISSION LINE CONSTRUCTION ENTRANCE (CE)
REFERENCE TABLE
CE ID#
PUBLIC/PRIVATE ROAD NAME
SHT#
1
POWERHOUSE RD - SR 1223
P1
2
POWERHOUSE RD - SR 1223
P2A
3
POWERHOUSE RD - SR 1223
P2A
4
POWERHOUSE RD - SR 1223
P2A
5
WHIPPOORMILLHOLLOW ROAD
P26
6
WHIPPOORMILLHOLLOW ROAD
P26
7
LANCASTER DRIVE
P26
8
LANCASTER DRIVE
P26
9
CONLEY BUMGARNER ROAD - SR 1230
P3A
10
CONLEY BUMGARNER ROAD - SR 1230
P36
11
CONLEY BUMGARNER ROAD - SR 1230
P46
12
PRIVATE ROAD
P6A
13
PRIVATE ROAD
P6A
14
PRIVATE ROAD
P6A
15
PRIVATE ROAD
P66
16
PRIVATE ROAD
P66
17
ORDERS DRIVE
P66
18
LAIL ROAD - SR 1225
P7A
19
CLONTZ DRIVE
P76
20
CLONTZ DRIVE
P76
21
PEA RIDGE STREET- SR 1226
P76
22
PEA RIDGE STREET- SR 1226
P76
23
N PARK DRIVE
P8A
24
N PARK DRIVE
P8A
25
CATAWBA STREET - SR 1147
P8A
26
PRIVATE DRIVE
P8A
27
PRIVATE DRIVE
P8A
28
PRIVATE DRIVE
P86
29
OLD LUMBERYARD ROAD
P86
30
OLD LUMBERYARD ROAD
P86
31
PITTSTREET
P96
32
PITTSTREET
P96
33
CARBON CITY ROAD - US ROUTE 70
P11B
34
CARBON CITY ROAD- US ROUTE 70
P11B
STANDARD NOTES
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC
DETAIL FORMATTING OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL
TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS
BROUGHT TO GRADE.
2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF
PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY, OR
INCORRECTLY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION
REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION
DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH
GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END
OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE
INITIATED ON THAT PORTION OF THE SITE.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL
THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED.
ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION
AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION
IS COMPLETE AND THE SITE IS STABILIZED.
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED
ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
7. ALL WATERS OF THE STATE(WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN
THE FIELD. A DOUBLE ROW OF SILT FENCE IS IN ALL AREAS WHERE A 50-FOOT BUFFER SHOULD BE MAINTAINED
BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS.
8. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR
IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE
EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER
DISCHARGES.
9. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE
LAND -DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A
PERIOD OF 7 CALENDAR DAYS.
10. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
11. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND
OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT
PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.
12. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE
DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.).
13. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
• WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL;
• WASTEWATER FROM WASHOUT AND CLEAN -OUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING
COMPOUNDS AND OTHER CONSTRUCTION MATERIALS;
• FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND
• SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING.
14. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE
EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF
THE CONSTRUCTION SITE.
15. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE
REQUIREMENTS OF THIS PERMIT AND/OR NC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE
COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT
STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED AND ALTERNATIVE BMPS MUST BE
IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.
16. ADDITIONAL BMPs WILL BE INSTALLED IF DEEMED NECESSARY.
Xil1f�5IR115F
0
Material
Organic Mulches
Straw
Wood chips
;-cod tl )er
E -,
Corn stalks
Sencea
lespedeza
seed -bearing
steru s
Excelsior
(woN fiber)
mat
Fiberglass roving
Chemical Stabilizers'
Aquatain
Aerospray
Curasol AK
Petraset SB
Terra Tack
Crust 500
Genaqua 743
M-145
Tattle 6.14a
Mulching Materials and AppI ication Elates
Rate Per Acre Quality Notes
1-2 Mans Dry, unchupped,
unweathered: avoid
weeds-
5-6 tons Air dry
0.5-1 torts
35 cubic yards Air dry, shredded or
hammer -milled. or chips
4-6 tons Cut or shredded in 4-6
in. lengths.
1-3 tons Green or dry, should
contain mature seed.
Cover area
0.5-1 tons Continuous fibers of
drawn glass bound
together with 3 non -toxic
agent.
follow
manufacturer's
specifications
'Refer to Practice Nc. 6.30, Grass Limed Channels.
=Use of trade names does not imply endorsement of product.
Should come from wheat or oats;
spread by hand or machine; must
be tacked down.
Treat with 12 Ibs ndTogeniton. Apply
with mulch blower, cflip handler, or
by hand. Not for use in fine turf_
Also referred to as woad cellulose.
May be hydroseeded. Do not use in
hot, dry weather.
Apply with mulch blower, chip
handler, or by hand. Do not use
asphalt tad[.
Apply with m ui ch blower or by hand.
Not for use in fine turf.
used with organic mulch.
Withstands water low-
Apply with a compressed air ejector.
Tack with emulsified asphalt at a
rate cf 25-35 g2111,000 sq ft.
Not beneficial to plant growth.
CONSTRUCTION ENTRANCE TABLE

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 NCGO1 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
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero 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:
• Temporary grass seed covered with
0 Permanent grass seed covered with
straw or other mulches and tackifiers
straw or other mulches and tackifiers
• Hydroseeding
0 Geotextile fabrics such as permanent
• Rolled erosion control products with
soil reinforcement matting
or without temporary grass seed
0 Hydroseeding
• Appropriately applied straw or other
0 Shrubs or other permanent plantings
mulch
covered with mulch
• Plastic sheeting
0 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 (PAMS) 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 ground, at least 50 feet away from storm drains,
streams or wetlands unless 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.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'
A HIGH MIN
COHLOWESIVE FIL RATION B
O O O O SANDBAG (TYP.) SOIL BERM O O O O
O O 10 MIL
1:1 PLASTIC O O
O SILT FENCE SIDE SLOP LINING�SANDBAGS (TYP.)
(TYP.) OR STAPLES O O
0 0 0 0
0 O o 0 �
�xx 0 0 0
A
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18°X24" MIN.) NOTES:
WASHOUT
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
OR STAPLES
10 MIL
HIGH
COHESIVE &
PLASTIC LINING
LOW FILTRATION
-1:1 SIDE SLOP
SOIL BERM
L (TYP.)
r SECTION B-B
`SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE
NOTING DEVICE (18°X24° MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT
STRUCTURE
NOT TO SCALE
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 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.
NCGO1 GROUND
STABILIZATION AND
MATERIALS HANDLING

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 are assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
EM
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.
Initial and date a copy of the approved E&SC
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 e-NOI 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 II, 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 (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar 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 for a 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(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING

ADDITIONAL NOTES
DUKE ENERGY CAROLINA
PO BOX 1007 �� � o
CHARLOTTE, NC 28201 yP^ 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
�� STANDARDS -SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL AND ORDINANCES.
PIN: 1753872488 ,` �'► 2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY.
DB: 000019 c9
�� 0 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND
PG: 00095 4 _ . �• �T� p STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT
/ t TRANSFER.
4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF
# o MATTING ON ALL DISTURBED AREAS.
•�� J o 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE
ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD
� or STEWARDSHIP.
ANib, h�' J �0 6. EXCESSIVE SOILS AND DEBRIS MOST BE PLACED DIRECTLY ONTO A DUMP TRUCK, IF NOT PLACED IMMEDIATELY
ONTO A DUMP TRUCK, IT MUST BE REMOVED OFF SITE BY THE END OF EACH WORKDAY OR PRIOR TO A RAIN
o EVENT OCCURRING THAT DAY.
* ; 7. EXCESSIVE SOILS AND DEBRIS REMOVED FROM SITE MUST BE TAKEN TO AN APPROVED LANDFILL SITE.
DUKE ENERGY CAROLINA
l BRIDGEWATER PO BOX 1007 8. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
l , HYDRO STATION y o CHARLOTTE, NC 28201 �EOE APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL
(STP 1 181) F` p0 o PIN: 1753872488 i -�O� NE REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. THRASH/DEBRIS FROM DEMOLITION ACTIVITIES
yF BY THE
DB: 000019 a0I1�32g'( OF SOLID WASTDE MANAGEMENBY ANYIT IES OR PER DIVISION OF SOLID WASTON SITE MUST BE DISPOSEDOEFMANAGEMENT OR DAT A FACILITYLIV SIODN OF WATER DIVISION
PG. 00095RESOURCES RULES AND REGULATIONS 15A NCAC 413.0110.
9. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED
• t �d'O — — _ PRIOR TO LAND DISTURBANCE.
10. NO WASTE, SPOIL, SOLIDS, OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE
STIR P-1 y 0 N� ; PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS).
• yF.� \ 11. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO STATE REGULATED RIPARIAN
BUFFERS BEYOND THE PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS).
- E
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0
- 12. ALL WETLANDS STREAMS SURFACE WATERS AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE
DUKE ENERGY CAROLINA
� CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING
PO BOX 1007 ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED.
CHARLOTTE, NC 28201 13. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY
_ S15 PIN: 1753867683 INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS,
DB: 000019 L LUBRICANTS, HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS. CONSTRUCTION SHALL BE STAGED
PG: 00095 o IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT
"'�, '� PRACTICABLE. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE
WITHIN 100 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION BY FUELS AND OILS. FUEL
SHALL NOT BE STORED WITHIN 100 FEET OF A WATERBODY OR WETLAND.
STIR P-2 OHE �tiF
DUKE ENERGY CAROLINA t OHE O
# PO BOX 1007
CHARLOTTE, NC 28201 oy
PIN: 1753765975 / �— _ _ F DUKE ENERGY CAROLINA
DB-.000019 �� - ` PO BOX 1007
PG: 00095 EN CAROLIN
O BOX 1007
CHARLOTTE, NC 28201
PIN:1753763118
o
DB: 000019
PG: 00095
WETLAND CROSSING
• RESTORE PRE -CONSTRUCTION WETLAND CONTOURS TO MAINTAIN THE WETLAND HYDROLOGY.
• REVEGETATION AND PERMANENT ROW MAINTENANCE PROCEDURES AS WELL AS THE USE OF LIME,
MULCH, OR FERTILIZER IN AREAS IS ADDRESSED IN THE FERC RESTORATION AND REHABILITATION PLAN.
• DUKE ENERGY AND ITS CONTRACTORS WILL NOT USE HERBICIDES OR PESTICIDES IN OR WITHIN 100
FEET OF A WETLAND, EXCEPT AS ALLOWED BY THE APPROPRIATE FEDERAL OR STATE AGENCY.
• REMOVE PROJECT -RELATED MATERIAL USED TO SUPPORT EQUIPMENT ON THE CONSTRUCTION ROW,
INCLUDING COMPOSITE MATTING AND PREFABRICATED EQUIPMENT MATS UPON COMPLETION OF
CONSTRUCTION.
• REMOVE TEMPORARY PERIMETER BMPS LOCATED AT THE BOUNDARY BETWEEN WETLAND AND
ADJACENT UPLAND AREAS AFTER UPLAND REVEGETATION AND STABILIZATION OF ADJACENT UPLAND
AREAS ARE SUCCESSFUL.
COMPOSITE MATS
DUKE ENERGY UTILIZES CONSTRUCTION COMPOSITE MATS TO PROVIDE ACCESS THROUGH AREAS
SUCH AS WETLANDS AND WATERBODIES, AGRICULTURAL FIELDS, AND OTHER AREAS AS DETERMINED
BY THE CONSTRUCTION SUPERVISOR. THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A
STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW, THUS MINIMIZING LAND
DISTURBANCE. THE MATERIALS USED TO CONSTRUCT THE COMPOSITE MATTING WILL BE ABLE TO
WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC. THE COMPOSITE MATS OVER
WATERBODY CROSSINGS WILL BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS
ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY.
THE USE OF COMPOSITE MATS MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN
HYDROLOGY. THEREFORE, THE INSTALLATION OF COMPOSITE MATS ACCESS ROADS AND WORK AREAS
IS NOT CONSIDERED A REGULATED LAND -DISTURBING ACTIVITY.
TRENCH DEWATERING
THE PURPOSE, DEFINITION, CONDITIONS OF APPLICATION AND PLANNING CONSIDERATIONS ARE
IDENTICAL. DESIGN CRITERIA AND SPECIFICATIONS VARY BY DEWATERING BAG MANUFACTURER; A
VARIETY OF GEOTEXTILE DEWATERING BAG PRODUCTS ARE AVAILABLE ON THE MARKET. THE
MANUFACTURERS' GUIDANCE ON THE USE, DESIGN, SIZING, MAINTENANCE, AND APPLICATION OF THE
GEOTEXTILE DEWATERING BAG WILL FOLLOWED.
• CONDUCT DEWATERING (ON OR OFF THE CONSTRUCTION ROW) IN SUCH A MANNER THAT DOES NOT CAUSE
EROSION AND DOES NOT RESULT IN SILT -LADEN WATER FLOWING INTO ANY WATERBODY, OR OFF -SITE PROPERTY.
• ELEVATE AND SCREEN THE INTAKE OF EACH HOSE USED TO WITHDRAW THE WATER FROM THE TRENCH TO
MINIMIZE PUMPING OF DEPOSITED SEDIMENTS.
• A DEWATERING BAG MAY NOT BE NEEDED IF THERE IS A WELL -STABILIZED, VEGETATED AREA ON SITE TO WHICH
WATER CAN BE DISCHARGED. THE AREA MUST BE STABILIZED SO THAT IT CAN FILTER SEDIMENT AND AT THE SAME
TIME WITHSTAND THE VELOCITY OF THE DISCHARGED WATER WITHOUT ERODING.
• REMOVED DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING
ACTIVITIES.
• REMOVE DEWATERING STRUCTURES AS SOON AS PRACTICABLE AFTER THE COMPLETION OF DEWATERING
ACTIVITIES, IF SEDIMENT BUILD-UP PREVENTS THE BAG FROM FUNCTIONING PROPERLY, OR THE BAG BECOMES
HALF FULL OF SEDIMENT.
STREAM CROSSING
• THE TEMPORARY WATERWAY CROSSING WILL BE AT RIGHT ANGLES TO THE STREAM. WHERE
APPROACH CONDITIONS DICTATE, THE CROSSING MAY VARY 15 DEGREES FROM A LINE DRAWN
PERPENDICULAR TO THE CENTER LINE OF THE STREAM AT THE INTENDED CROSSING LOCATION.
• SPAN BRIDGES MAY BE INSTALLED AND USED WHERE NEEDED TO ALLOW EQUIPMENT ACCESS ACROSS
WATERBODIES. SPAN BRIDGES WILL BE ABLE TO WITHSTAND THE ANTICIPATED LOADING OF THE
CONSTRUCTION TRAFFIC, HAVE ONE TRAFFIC LANE, AND HAVE THE MINIMUM WIDTH OF 7 FEET WITH A
MAXIMUM WIDTH OF 14 FEET.
• PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS BY THE END
OF WORKDAY. THE AREAS DISTURBED DURING INSTALLATION WILL BE STABILIZED BY THE END OF THE
WORKDAY AND IN ACCORDANCE WITH NCDEQ REQUIREMENTS.
• INTERMITTENT AND PERENNIAL STREAMS WILL BE CROSSED USING PROPERLY DESIGNED AND
CONSTRUCTED STRUCTURE INSTALLED AT RIGHT ANGLES TO THE ACCESS ROAD.
• STRUCTURES WILL NOT IMPEDE FISH PASSAGE OR STREAM FLOW.
• APPROACHES TO STREAM CROSSING WILL BE STABILIZED WITH COMPOSITE MATTING AND OTHER
SUITABLE MATERIAL FOR A MINIMUM DISTANCE OF 50 FEET ON EACH SIDE OF THE CROSSING.
• CONSTRUCT AND MAINTAIN SPAN BRIDGES THAT ALLOW UNRESTRICTED FLOW AND PREVENT
SEDIMENT FROM ENTERING THE WATERBODY.
• DO NOT USE SOIL TO CONSTRUCT OR STABILIZE SPAN BRIDGES.
• DESIGN AND MAINTAIN SPAN BRIDGES TO PREVENT SEDIMENT FROM ENTERING THE WATERBODY.
• REMOVE TEMPORARY SPAN BRIDGES AS SOON AS PRACTICABLE AFTER SEEDING.
• IF THERE WILL BE MORE THAN 1 MONTH BETWEEN FINAL CLEANUP AND THE BEGINNING OF PERMANENT
SEEDING AND REASONABLE ALTERNATIVE ACCESS TO THE ROW IS AVAILABLE, REMOVE TEMPORARY
SPAN BRIDGES AS SOON AS PRACTICABLE AFTER FINAL CLEANUP.
REV FILE NO. DATE REVISION
0
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DRAWN CHECKED APPROVED
HOR=NTAL GRAPHIC SCALE
50 0 25 50 100
(IN FEET)
1 inch = 50 ft.
200
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DUKE ENERGY CAROLINA
PO BOX 1007
CHARLOTTE, NC 28201
PIN:1753868170
DB: 000019
PG: 00095
IF 1161i;
, \ \ ` •
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HDR Engineering Inc
of the Carolinas
440 SOUTH CHURCH ST.
CHARLOTTE, NC 28202-2075
PH: [phone]
LEGEND:
STRUCTURE, REMOVE EXISTING
STR XXX
STRUCTURE, EXISTING
STR XXX
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
STRUCTURE, PROPOSED
STR XXX
PROPOSED TRANSMISSION LINE
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_
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY
FEMA 100-YEAR FLOOD PLAIN
EXISTING 5' CONTOURS
xxx
PROPERTY LINE
- -
10' UNDISTURBED BUFFER
BUFFS
50' UNDISTURBED BUFFER
RECOMMENDED
JURISDICTIONAL WETLAND
WX
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TEMPORARY BRIDGE
_
(SEE DETAIL 26/PED4)
EXISTING GRAVEL/PAVED
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ACCESS DETAIL 11/PED2)
(SEE
EXISTING/TEMPORARY ACCESS
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(SEE DETAIL 5/ PED1)
RO
SILT FENCE J-HOOK WITH ROCK
OUTLET (SEE DETAIL 13/PED2)
TEMPORARY CRANE/PULL PAD
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WATER BAR WB0-WB0-
TITLE
DUKE JAM ES 44 KV
TRANSMISSION LINE
E N E RGYCHARLTTE N.C. . EROSION CONTROL PLAN
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NC DRAWIN JAM ES-P. D V V�q�
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LEGEND:
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RECTOR, JOYCE;
RECTOR, STEPHEN W .
4860 LANCASTER DR
MORGANTON, NC 28655
PIN:1763067272
DB:0105DC
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MORGANTON, NC 28655 CULVERT FOR
I_ IN: 176306727 _ CE-5 ROADSIDE DITCH
^`y0 DB: 0105DC i
BROWN, JEFFREY A; PG: 02773
BROWN, JUANITA C.
5506 POWERHOUSE RD
MORGANTON, NC 28655
PIN: 1763054635 ,moo
DB: 001633 i
PG:00669 �yI
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DUKE ENERGY CAROLINA
PO BOX 1007
C CHARLOTTE, NC 28201
PIN:1753955406
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RECTOR, STEPHEN WILBUR
4860 LANCASTER DR
MORGANTON, NC 28655
IN:1763153703
DB: 001803
PG: 00834
RECTOR,JOYCE;
RECTOR, STEPHEN W S12
4860 LANCASTER DR
MORGANTON, NC 28655
PIN:1763067272
DB: 0105DC CE-7
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STRUCTURE, REMOVE EXISTING
STRUCTURE, EXISTING
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
STRUCTURE,PROPOSED
BROWN, JEFFREY A;
BROWN, JUANITA C.
5506 POWERHOUSE RD �� PROPOSED TRANSMISSION LINE
MORGANTON, NC 28655 RIGHT-OF-WAY CENTERLINE
PIN:1763054635
DB: 001633 I EXISTING TRANSMISSION LINE
PG: 00669 RIGHT-OF-WAY
BARRIER, ROBERT A;
FEMA 100-YEAR FLOOD PLAIN
BARRIER, ANGELA D
5502 POWERHOUSE RD
MORGANTON, NC 28655 EXISTING S CONTOURS
PIN:1763052764
DB:002382 ' z
PG: 00512 o PROPERTY LINE
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B D INVESTMENTS
110 COLEMAN DR
CONNELLY SPRINGS, NC 28612 \ DISCRETIONARY MATTING
. PIN:1763052583
" DB:000940
PG: 01459 LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
(PED1, DETAIL 1)
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r r;oy 4855 LANCASTER DR
MORGANTON, NC 28655 WATTLES
PIN: 1763156489 (SEE DETAILS 17 &20/PED2)
DB:001119
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HOFFMAN, JEREL MCIVER;
HOFFMAN, LOU E.
5426 POWERHOUSE RD
MORGANTON, NC 28655
PIN:1763056171
DB: 002248
PG: 00921
100 YEAR FLOOD PLAIN
N
HOR=NTAL GRAPHIC SCALE
50 0 25 50 100 200
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MULL, RICHARD D. I
4867 LANCASTER DR S11
MORGANTON, NC 28655
PIN:1763153218
DB: 001809 i� MILLER, DANNY;
PG: 00135 MILLER, JENNIFER
5368 POWERHOUSE RD
MORGANTON, NC 28655
PIN:1763146995
DB: 002306
PG: 00005
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LEGEND:
STRUCTURE, REMOVE EXISTING
P7I
7 �
Lo
CD
N C,
r SUTTLES, TIM MCCOY;
O SUTTLES, KAREN ANITA ,�g0
2653 LAIL RD i - SUTTLES, TIM MCCOY;
HUNSUCKER, JEFFREY WAYNE; I MORGANTON, NC 28655 SUTTLES, KAREN ANITA
HUNSUCKER, AMANDA LEE OH I HE
PIN: 1773139354
2626 LAIL RD DB: 001967 2653 LAIL RD
MORGANTON, NC 28655 - SPG: 00636 1200 MORGANTON, NC 28655
PIN:1773134643 ` i PIN:1773232802
DB: 06cj708 r DB: 002146
PG: 00134
HUNSUCKER, JEFFREY WAYNE;
I HUNSUCKER, AMANDA LEE
2626 LAIL RD
\ MORGANTON, NC 28655
PIN:1773134643
DB:002408
` PG: 00134
�\ V V V o
co
N
PG: 00540
Nr 11 2� I
D O 0
1 �
- - - CRC
F - - - SF- - — S = SF — SF F SF SF
SF — SF — IF
S _ F �L _
1 STR P-94 STR P-95�
STR P-91 N
� STR P-96 � - _ �-98 ' I
11 !--
0
I I STR P-29 rn
STR P-30 00 STR P-99
CE-18�
&0'
1230
SUTTLES, TIM MCCOY;
SUTTLES, KAREN ANITA
2653 LAIL RD
MORGANTON, NC 28655
PIN:1773139354DB: 001967 0 0')o OHE PG: 00636 N
1 Sp
1
i
_ _ 1
O 1
7000120
P7B ;�o O,� 7 BARBOSA, ALBERTO `T DALE, GRANT;
I �
ILEONARD, ROY J;
LEONARD, MAVIS
Pc) Rnx 'l.Ad
507 PEA RIDGE ST
i DALE, SHARON R
MORGANTON, NC 28655 �
LEONARD, ROY J JR; I PIN: 1773331792 27p 3872 MALONEY AVE
LEONARD, ALICE T DB: 002463 MORGANTON, NC 28655
1257 US 70 WEST - PIN: 1773336629
MORGANTON, NC 28655 PG: 00729 DB: 001996
PIN:1773330761 `Jro _ PG:00624
DB: 002008
PG:00403 _
GLEN ALPINE, NC 28628 s � BOONE, JACOB LUKE;
^l V PIN: 1773236698 BOONE, DEANNA MICHELE \
�7 DB: 000909 503 PEA RIDGE RD
PG: 01658 CE-20 MORGANTON, NC 28655
CE-19 PIN: 1773333507
ti DB:002415 w
m STR P-101 �\ \ ^ J_ PG: 00402
D �
old AM
�= r
N
O
- H 0 iAM�R
z STR P-31,,
C - SF
LEONARD, ROY J;
LEONARD, ALICE T.
1257 US 70 WEST
MORGANTON, NC 28655
PIN:1773237429
DB: 002009
PG: 00740
I WHITWORTH, ERNIE SCOTT
109 CLONTZ DR
MORGANTON, NC 28655
PIN:1773238308
DB: 000916
PG: 01242
7�
Op
D
0
■ STR P-106 �= SF 3F — SF
P, ■ o m m ` Q 7�:
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STR P-103 STR P-10
—ONE
i \
BOONE, J LUKE; \
1 ELIZABETH S. BAUER BYRD, STEVEN C. 1 BOONE, DEANNA M.
NA
REVOCABLE LIVING TRUST 202 REEP ST 1001 STACY HILL RD i
n MARION, NC 28752
2266 LAKE FOREST COVE MORGANTON, NC 28655
i
NEBO, NC 28761 PIN: 1773333403 PIN:1773334463 �
1 PIN: 1773331404 DB: 000548 DB: 002007 -
00810
n 1 DB: 002354 HE PG: 00784 PG: - - — - - _
PG: 00334
---- r —A&
"0\ �3
A"- l _
r
r
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
STRUCTURE, EXISTING
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
STRUCTURE,PROPOSED
PROPOSED TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY
FEMA 100-YEAR FLOOD PLAIN
EXISTING S CONTOURS
PROPERTY LINE
10' UNDISTURBED BUFFER
50' UNDISTURBED BUFFER
(RECOMMENDED)
JURISDICTIONAL WETLAND
STREAM/CHANNEL
TEMPORARY BRIDGE
(SEE DETAIL 26/PED4)
EXISTING GRAVEL/PAVED
ACCESS
EXISTING DIRT ACCESS
TEMPORARY GRAVELED
ACCESS (SEE DETAIL 11/PED2)
EXISTING/TEMPORARY ACCESS
TO BE MATTED (REGULATORY)
(SEE DETAIL 7/PED1)
DISCRETIONARY MATTING
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
(PED1, DETAIL 1)
OVERHEAD ELECTRIC
EXISTING FENCE/WALL
EXISTING CULVERT TO REMAIN
STR XXX
STR XXX
xxx
OHE —
�7
BUFFS
EXISTING CULVERT REPLACE IN KIND
_ NEW CULVERT
iRISTOPHER LEE;
, NORMA JEAN WATTLES
:A RIDGE ST REECE, THOMAS MICHAEL; (SEE DETAILS 17 &20/PED2)
TON, NC 28655 REECE, LINDA D.
1773338650 PO BOX 963 SILT FENCE
002248 G�N ALPINE, NC 28628 -- (SEE DETAIL 3/ PED1) - SF — SF
00850 PIN:1773431552 m
1 DB: 001154 m ROCK OUTLET
f ( PG: 00520 _ (SEE DETAIL 5/ PED1) RO
J`✓ m
SE,`� SF SF F — S � SF—dmm F
\= SILT FENCE J-HOOK WITH ROCK
— — Ssr - - �
J STR P-110 STR P-34 0�01� OUTLET (SEE DETAIL 13/PED2)
m=
O
� r TEMPORARY CRANE/PULL PAD
np m (FIELD ADJUST AS NEEDED)
WATER BAR
WBjlo�WBo-
(IN FEET)
1 inch = 50 ft.

LEGEND:
STRUCTURE, REMOVE EXISTING
REECE, THOMAS MICHA�
REECE, LINDA D.
PO BOX 963
C/) GLEN ALPINE, NC 28628
m *-DB:
1773431552
M.
�001154
G:00520
�ID STR P-112
n
o = `'
0 M
I' GLEN ALPINE, NC 28628
PIN:1773536386
DB: 002278
PG: 00194
7J
1180,
cn o ,
m 6,
m
N`
00
y
A
D STR P-121 STR P-37
n
0 r I
Z Z
Am
DSTR P-122 STR P-
0
Z
PITTS, CLIFTON A;
PITTS, JOSEPHINE M
;PITTS, TERESA G;
SEIDENFELD, SANDRA PITTS.
I PO BOX 193
GLEN ALPINE, NC 28628
PIN:1773536386
PIN: 1773431461 GLEN ALPINE, NC 286 GLEN ALPINE, NC 28628
DB: 00 013 i PIN: 1773438389 PIN: 1773439398
PG: 00720 DB: 000013 DB: 000013
PG: 00720 PG: 00720
�c
_ / u
STR P-124 STR P-125
� T1 �
i
BENEDICT, MARCIA R.
206 OLD LUMBER YARD R
MORGANTON, NC 28655
PIN:1773632392
DB: 000916
PG: 00510
ram.
PROPST, RICHARD EDWARD
3223 SPRINGSIDE Bt R
CLFrMMONS, NC 27k12
IAN: 1773533524
DB: 002142
T, JAMES MORRIS I
PO BOX 963
ALPINE, NC 28628 i
M:1773530395 �
DB:000013
PG: 00720
N PARK DR
\ � o
NA
\vi '-_F r
r■ • a
WILLIAMS, BRENDA S.
PO BOX 1195
i GLEN ALPINE, NC 28628
KD
:1773533514
B: 000637
PG: 00747
lk
IN
STRUCTURE, EXISTING
EXISTING TRANSMISSION LINE
RIGHT-OF-WAY CENTERLINE
STRUCTURE,PROPOSED
I'KUF'UStU I KAN5M1551UN LINE
i i I RIGHT-OF-WAY CENTERLINE
EXISTING TRANSMISSION LINE
PITTS, CLIFTON A; I RIGHT-OF-WAY
o PITTS, JOSEPHINE M
o i N ;PITTS, TERESA G; FEMA 100-YEAR FLOOD PLAIN
SEIDENFELD, SANDRA PITTS.
i PO BOX 193
GLEN ALPINE, NC 28628 EXISTING 5' CONTOURS
PIN:1773536386
z
4 t1lDa: 002278 p
\ F : 00194 o Q PROPERTY LINE
10' UNDISTURBED BUFFER
STR P-119 I STR P-120 JIO
1 U 50' UNDISTURBED BUFFER
_ (RECOMMENDED)
�IO
m JURISDICTIONAL WETLAND
00
o_
w STREAM/CHANNEL
w
PITTS, CLIFTON A, TEMPORARY BRIDGE
CE-27 PITTS, JOSEPHINE M (SEE DETAIL 26/PED4)
\ ;PITTS, TERESA G; EXISTING GRAVEL/PAVED
SEIDENFELD, SANDRA PITTS.
< PO BOX 193 ACCESS
p i GLEN ALPINE, NC 28628
�] o PIN: 1773536386 I EXISTING DIRT ACCESS
�] o y <_ PG: 00194 002278194
� < PGTEMPORARY GRAVELED
�
CROFT, JAMES MORRIS \ \ �� \ m ACCESS (SEE DETAIL 11/PED2)
PO BOX 963 � -� �� I
GLEN ALPINE, NC 28628 EXISTING/TEMPORARY ACCESS
PIN: 1773531392 WILLIAMS, BRENDA S.' TO BE MATTED (REGULATORY)
DB: 000013 I� PO BOX 1195 I (SEE DETAIL 7/PED1)
PG: 00720
RAMIREZ, SONIA EUGENIA
4355 JIM BUMGARNER LN -
GRANITE FALLS, NC 28630
PIN:1773636433
DB: 002301
PG: 00437
GLEN ALPINE, NC 28628
PIN:1773533514
DB: 000637
PG: 00747
WHITSON PROPERTIES, LLC
3724 SUGAR HILL ROAD
MARION, NC 28752
PIN:1773639258
DB: 001592
row
-I — I N
DISCRETIONARY MATTING
LIMITS OF DISTURBANCE
CONSTRUCTION ENTRANCE
(PED1, DETAIL 1)
OVERHEAD ELECTRIC
EXISTING FENCE/WALL
BENEDICT, STANLEY L; PG: 00114 `� EXISTING CULVERT TO REMAIN
- - � o0
BENEDICT, MARCIA R. i N I
EXISTING CULVERT REPLACE IN KIND
16 OLD LUMBERYARD RD
MnRGANTnN_ NC 28655
i o I NEW CULVERT
o�
77,9C
/9`WHITE, DIANNA L. - - - - - - .. . WATTLES
204 OLD LUMBER YARD RD 1200 RAMIREZ, SONIA EUGENIA i (SEE DETAILS 17 &20/PED2)
i MORGANTON, NC 28655 4355 JIM BUMGARNER LN CE-29
i PIN: 1773635432 i i SILT FENCE
DB: 002016 i i GRANITE FALLS, NC 28630 _ _
B: 00303 PIN: 1773637399 z0 (SEE DETAIL 3/ PED1)
DB: 002301
Q ROCK OUTLET
"7>96 PG: 00437 i CE-30 Z (SEE DETAIL 5/ PED1)
>> i o
P-128H0 — ) ' Z p SILT FENCE J-HOOK WITH ROCK
I / JIB OUTLET (SEE DETAIL 13/PED2)
■ i� =O
-- -- -- -- -- U
i i 1 tj� TEMPORARY CRANE/PULL PAD
i SW-39 [__ (FIELD ADJUST AS NEEDED)
STR P-126 STR HF-127 / P DGETT LN (pvt) w
cf) WATER BAR
- - - - - -
W
Ld
( BROGLEY, STEFANIF�B; / Cn
C BENEDICT, STANAY BROGLEY, KENHETIC�W.
BENEDICT MARCIA R 212 OLD LUMBEYA D RD
206 OLD LUMBER YARD RD , MORGANTON, 1C 8655
: �i7
RGANTON, NC 28655 i PIN7363 2 3
PIN: 1773636321 DB: 0021 �� I
DB- 001431 G: 00916
\ G: 00450 m�� ' i PADGETT, DARRELL R.
Lj
,\,�1� %+ r• r o v PO BOX 1081 I
GLEN ALPINE, NC 28628
QUEEN, GARRETT A; ` ` o / Ov
,�� _ ® i PIN:1773639258
QUEEN, GRACE N. N
� DB: 000814
212 A OLD LUMBER YARD RD o�; , ® PG: 01493
MORGANTON, NC 28655
PIN: 1773635131
DB: 001544
PG: 00462 _ 2
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
STR XXX
STR XXX
xxx
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- SF - SF
WBj1o�WBj0,-
■
(IN FEET)
1 inch = 50 ft.

P9A
ROBERTS, OLIVER L., & i
JOAN T.
138 RIVER BREEZE DRIVE jcP�
MORGANTON, NC 28655 ROBERTS, OLIVE
WHITSON PROPERTIES, LLC
PIN: 1773843775 / PADGETT, DARRELL & JOAN T.
DB: 000854 CONNIE � 138 RIVER BREEZE
3724 SUGAR HILL ROAD PG: 01463 /' PO BOX 1081 MORGANTON, NC
MARION, NC 28752
PIN: 1773639258 GLEN ALPINE, NC 28628 PIN: 17738437
DB: 001592 / _ PIN: 1773732222 DB: 0008
54
PG: 00114 DB: 000730 PG: 01463
PG: 00781
1
1
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PO BOX 1081
;LEN ALPINE, NC 28628 /
.- 000814
PG: 01493
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STEEL POST
DESIGN CRITERIA:
1. AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
EROSION CONTROL MATTING DETAIL FOR STEEP SLOPES
�''/
STEEL POST EXTRA STRENGTH FILTER FABRIC
(1.33 LB/LIN FT STEEL— NEEDED WITH WIRE MESH FABRIC PONDING HEIGHT
2. PAD THICKNESS: 6" MINIMUM
,
y` �
5FT MIN LENGTH) (MIN. 14 GAUGE W/ MAX. 6" MESH
•���44vi�
g" MAX.
3. PAD WIDTH: 24' MINIMUM
,
SPACING)
RUNOFF (RECOMMENDED)INSTALLATION:
4. PAD LENGTH: 100' MINIMUM
5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
,!
� -Cie
~STORAGE HEIGHT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL
BLANKET IS DESIGNED TO PROTECT SEED ON SLOPES AND REDUCE OR PREVENT EROSION.
�=
o0
CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN
PROPERLY PREPARE, FERTILIZE AND SEED AREA TO BE COVERED BEFORE BLANKET IS APPLIED.
PUBLIC ROADS.
OVERCUT CHANNELS 2" TO ALLOW BULKING DURING SEEDBED PREPARATION. WHEN THE BLANKET
FLOW // I
6. WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND
IS UNROLLED, NETTING SHOULD BE ON TOP AND FIBERS IN CONTACT WITH TEH SOIL OVER THE
SHALLOW SEDIMENT PIT
.� __ • �I—�li
I�
SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE
ENTIRE AREA. IN DITCHES, APPLY BLANKETS IN THE DIRECTION THE WATER FLOWS, BUTTING THEM
AT END OF WATERBAR E
z -i
II_ I-1
TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED
AT THE ENDS AND SIDES AND THEN STAPLING. ON SLOPES, APPLY BLANKETS HORIZONTAL TO SLOPE,
2`�° DOWNGRAD
FLOW
WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE
OVERLAP ENDS AND SIDES 6" AND THEN STAPLE. VERTICAL INSTALLATION MAY USED UPON ENGINEERS
'� N iI , 8" DOWN-4" FORWARD
DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
CONVENIENT AND EFFECTIVE.
APPROVAL. INSTALL 6" LONGITUDINAL ANCHOR TRENCHES AT TOP OF SLOPE, AND ANCHOR. LONGITUDINAL
ANCHOR TRENCHES SHOULD BE LOCATED ABOVE THE DESIGN DEPTH OF DITCHES.
'� — —, TRENCH WITH COMPACTED
BACKFILL
6' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
STAPLING INSTRUCTIONS:
STANDARD DETAIL
USE WIRE STAPLES, .091" DIAMETER OR GREATER, "U" SHAPED WITH LEGS 6" LONG OR LONGER
AND 1" CROWN. SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. DRIVE STAPLES
TRENCH WITH NATIVE BACKFILL
NOTES:
VERTICALLY INTO THE GROUND. USE FOUR STAPLES ACROSS AT THE START OF EACH ROLL. FOR SLOPE
1. A DOUBLE ROW OF SILT FENCE (MINIMUM 4' APART) MUST BE MAINTENANCE:
INSTALLATION, CONTINUE TO STAPLE ALONG THE LENGTH OF THE ROLL AT 3' TO 5' INTERVALS. FOR
INSTALLED IN AREAS WHERE A 50' UNDISTURBED BUFFER CANNOT 0 SILT FENCE SHOULD BE INSPECTED WEEKLY
DITCH LINER, STAPLE ALONG THE LENGTH OF THE ROLL AT 3' FT. INTERVALS. ANOTHER ROW OF STAPLES
BE MAINTAINED BETWEEN THE DISTURBED AREA AND THE WATERS AND AFTER EACH RUNOFF EVENT.
o SO'
NiM�M
IN THE CENTER OF EACH BLANKET SHOULD BE ALTERNATELY SPACED BETWEEN EACH SIDE FOR EITHER
SLOPE FOR DITCH. USE A COMMON ROW OF STAPLES ON ADJOINING BLANKETS.
NOTE:
OF THE STATE. 0 NEEDED REPAIRS SHOULD BE INITIATED
IMMEDIATELY AFTER THE INSPECTION.
WATERBAR TO BE INSTALLED
2. A MINIMUM 10' MAINTENANCE BUFFER SHALL BE PROVIDED BETWEEN
RIP RAP WASHED STONE
/
LAST ROW OF SILT FENCE AND THE WATERS OF THE STATE. SEDIMENT SHALL BE REMOVED WHERE
TYPICAL STAPLING PATTERN FOR
ACROSS WIDTH OF ACCESS ROAD
FILTER AROUND SEDIMENT PIT
3. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND ACCUMULATIONS REACH HALF THE
Q JO
o �'
HIGH —VELOCITY DITCHES AND
ONLY
REMOVE SEDIMENT WHEN DEPOSITS REACH 30% OF FENCE HEIGHT. ABOVEGROUND HEIGHT OF THE FENCE.
0000 00o
SLOPES. \ \
4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL ANY SECTION OF SILT FENCE WHICH HAS BEEN
a o o
\
NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY UNDERMINED OR TOPPED SHALL BE
c� F p
USE 4 STAPLES ACROSS AT THE \ \ \
FILTER AROUND SEDIMENT PIT
STABILIZED. IMMEDIATELY REPLACED WITH A ROCK FILTER
P J\�
START OF EACH ROLL AND \ \ \ \ \ \
RIP RAP WASHED STONE
5. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE OUTLET (STANDARD CONSTRUCTION DETAIL #4).
�F
CONTINUE TO STAPLE THROUGHOUT \ \ \ \
PONDING EFFICIENCY.
o
GEOTEXTILE FABRIC TO STABILIZE
THE LENGTH OF THE ROLL AT \ \ \
\ \
A EXTEND ROAD SECTION
WATERBAR AROUND TRAP INSTALL
6. DRAINAGE AREA OF 1/4 ACRE OR LESS PER 100 LF.
FOUNDATION (ESPECIALLY IMPORTANT
1.5 FT. INTERVALS. \ \ \
TRAP AT GRADE
7. USE FILTRATION GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND
WHERE WETNESS IS ANTICIPATED) o
\ \
FASTEN ADEQUATELY TO THE POSTS AND WIRE AS DIRECTED.
12' MIN.
MATTING MATERIALS: NORTH AMERICAN GREEN F�
APPROX.
8. USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 6
SLOPES 2:1 OR GREATER, OR ON SENSITIVE AREAS— TYPE S75 OR APPROVED EQUAL
2% SLOPE
LINE WIRES WITH 12" STAY SPACING.
2-3" DIAMETER
SWALES OR HIGH VELOCITY AREAS— TYPE S150 OR APPROVED EQUAL
o
9. PROVIDE 5'-0" STEEL POST OF THE SELF —FASTENER ANGLE STEEL
WASHED STONE, 6" PERSPECTIVE VIEW
DEEP
6WEIR
" A
10. FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE
,
SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.
°o •a
.o•�° po
1
CONSTRUCTION ENTRANCE (NC)
MATTING STEEP SLOPES
SMALL SEDIMENT PIT AT
END OF WATERBAR
3
SILT FENCE DETAIL
N TS
NTS
NTS
SECTION A — A
VIEW LOOKING DOWNSTREAM
STONE APPROACH E �i WATTLES TO ABUT SPAN BRIDGE
1'-0" 3'-0" MIN. Al
o o
o� 0 ,o - ,� /
/
TOP OF FENCE
WATERBAR DETAILS
o oo
o� �
—
o o0 0
o 0.
o °
SLOPE SPACING TRAP VOLUME TRAP SIZE WEIR SIZE
e �o
a o o STREAM EXTEND STONE UPWARD AND
o�
CHANNEL REVEGETATE AS NEEDED TO
FT CU.FT. Recommended (Length)
PROTECT CUT SLOPES
<5% 125 63 3'x7'x3'DEEP 2
;:::;;:;:: ;::: ::::::::::;:::::;;: ;:;: ;:;::. ;::; :;:;::;;:;:;:;:::;;::;;: ;:;:::;:;:: ;. 30��
M
5 TO 10 100 50 3'x6'x3'DEEP 2'
10 TO 20 75 38 3'x5'x2.5'DEEP 2'
20 TO 35 50 25 3'x3'x3'DEEP 2'
>35 25 13 3 x2 x2.5 DEEP 2
0 0
SURFACE FLOW
3o DIVERSION
CROSS—SECTION -- WATERBAR (TYPICAL INSTALLATION)
STREAM / $ $ „
CHANNEL
oo
XZA"-
AASHNE
MEDIAN 8" DIA. A FACETON#UPSTR57 �AM SIDE
RIP —RAP ELEVATION — UP —SLOPE FACE
STONE APPROACH
INSTALL TRAP ON EITHER SIDE OF
NOTES:
WATERBAR MIN. 12" OF #57 WASHED
WATTLES TO ABUT SPAN BRIDGE CREEK. TRAP SIZE WILL VARY
1. WASHED STONE (#57) TO BE REMOVED AND
STONE AROUND END OF
ACCORDING TO LENGTH OF
REPLACED ONCE IT BECOMES CLOGGED WITH
SEDIMENT PIT AND SUPPORTED
ACCESS ROAD DRAINING TO THIS
SEDIMENT.
BY HARDWARE CLOTH
POINT EQUAL TO 50 CU. FT. PER
2. SEDIMENT TO BE REMOVED WHEN ACCUMULATIONS
APPROX. 2% SLOPE
10OFT OF ROAD
PERSPECTIVE VIEW
1.5 1.5 REACH 1/3 HEIGHT OF SILT FENCE
m,
SURFACE FLOW 88 ,
3. THE KEY TO FUNCTIONAL ROCK OUTLETS IS
1 (MAX) 1 (MAX) WEEKLY INSPECTIONS, ROUTINE MAINTENANCE, AND
.V�
,,,
DIVERSION TO STONE APPROACH
FLOW REGULAR SEDIMENT REMOVAL.
TRAP TEMPORARY SPAN STONE
SMALL SEDIMENT PIT SCREENED
BRIDGE CROSSING APPROACH SURFACE FLOW
DIVERSION TO
MAINTENANCE:
" MIN. THICKNESS
ON LOWER END VIA #57 WASHED
STONE BACKED BY HARDWARE CLOTH6
� TRAP
AN E DIA. INSPECT INLETS AT LEAST WEEKLY AND AFTER
SUPPORTED BY SILT FENCE STAKES
ORIGINAL
R AASHTO #57 STONE
RIP —RAP RAPEACH SIGNIFICANT (Y2 INCH OR GREATER
JL�IL�
TR A B NK
FACE ON UPSTREAM
19—GUAGE RAINFALL EVENT.
SIDE
FILTER FABRIC
FILTER FABRIC
HARDWARE CLOTH CLEAR THE MESH WIRE OF ANY DEBRIS OR
g
(Ya" MESH OPENINGS) MEDIAN 8" DIA. OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
RIP —RAP FOR
STREAM BED
TAAKESCAREQNOTTTOADAMAGE OR UNDER CUT
SECTION A —A THE WIRE MESH DURING SEDIMENT REMOVAL.
LONGITUDINAL SECTION
0 REPLACE STONE AS NEEDED.
HARDWARE CLOTH
SUPPORTING MIN. 6" DEEP WEIR
WASHED STONE
4
TEMPORARY SPAN BRIDGE CROSSING NTS
SILT FENCE ROCK OUTLET NTS
MAINTENANCE:
• CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON
r
COMPLETION OF ROADWAY GRADING.
SILT FENCE
• MATTING SHALL BE INSPECTED WEEKLY (DAILY ON ACTIVE ROADS) AND WATTLES TO ABUT
10 (SEE DETAIL)
AFTER EACH RUNOFF EVENT. DAMAGED OR MATTING SHALL BE C❑MP❑SITE MATTING
MIN12" OF #57 WASHED STONE AROUND
.
(TYP.)
RESTORED WITHIN 24 HOURS OF INSPECTION. (SEE WATTLES DETAIL FOR
END OF SEDIMENT PIT AND
• AS SOON AS THE MATTING IS NO LONGER NEEDED, IT SHALL BE SIZE AND INSTALLATION)
BACKED BY HARDWARE CLOTH
SECTION B—B
REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND
DISTURBED AREAS STABILIZED. 50'
VIEW LOOKING DOWNSTREAM
UN
UNDISTURBED
SOIL/SEDIMENT
INTERLOCKING DURA-BASE ® BUFFER
STOCKPILE AREA
CROSS—SECTION -- WATERBAR (LIMITED SPACE/STEEP EXIT SLOPE FOR OUTLET STRUCTURES
ADVANCED -COMPOSITE MAT SYSTEM 50
(PRIMARILY FOR NEW AND EXISTING WATERBARS ON ACCESS ROADS)
UNDISTURBED
\(/ Yj BUFFER
*PER APPROVAL OF WETLAND AREA
�
WATERBAR
ORIGINAL GROUND
SURFACE
OWNER/ENGINEER,
COMMERCIALLY Y/
AVAILABLE TIMBER
MATS MAY BE
2:1 SIDE SLOPES
SUBSTITUTED FOR
(CRUSHER —RUN) OR FLATTER. R MAX
NOTES:
FIBERGLASS/COMPOSITE
C
COMPACTED SOIL FOR VEHICLE CROSSING
SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCK PILE, OR IF STOCKPILE AREA IS
MATS.
ABC STONE
LOCATED ON/NEAR A SLOPE THE SILT FENCE IS TO EXTEND ALONG CONTOURS OF THE DOWN
SLO�
—GRADIENT AREA.
50'
I I
0 IF STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, TEMPORARY STABILIZATION MEASURES MUST
UNDISTURBED Yi
18" MIN. —
BE IMPLEMENTED.
BUFFER Y/
0 SILT FENCE SHALL BE MAINTAINED UNTIL STOCKPILE AREA HAS EITHER BEEN REMOVED OR
PERMANENTLY STABILIZED.
WETLAND AREA
9
THE KEY TO FUNCTIONAL TEMPORARY STOCKPILE AREAS IS WEEKLY INSPECTIONS, ROUTINE
_III_
MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.
NOTES/DETAILS: Y/
—IIIIIII I I-
• COMPOSITE MAT MATERIAL IS HIGH
DENSITY POLYETHYLENE OR
SECTION THROUGH WATERBAR
EQUIVALENT.
• MAT DIMENSIONS ARE 8' X 14' X 50' WATTLES T❑ ABUT
UNDISTURBED C❑MP❑SITE MATTING
4-1/4".
• MATS INTERLOCK WITH INSTALLATION. BUFFER (SEE WATTLES DETAIL F❑R
SIZE AND INSTALLATI❑N)
COMMERCIALLY MADE COMPOSITE MAT NTS
WATERBAR NTS
10
TEMPORARY STOCKPILE NTS

20' — 0" DISTURBED AREA FOR ACCESS ROAD
CLEARING AND GRUBBING AREA 1/4 INCH PER FOOT
(2%) SIDE SLOPE
14' — 0" z
(TYPICAL)
MACHINE ACCESS ROAD MACHINE
CLEARING CLEARING
ONLY AREA f2„ 7' — 0ONLY AREA
�\� ✓ EXISTING,
GRADE
2" CRUSHED ABC
WITH FINES o 0
4" WASHED — — — ff
—
2"-3" SURGE STONE =III=III=III=II
FABRIC 6" 2"-3" DIRTY SURGE STONE
OPTION A =1 I I=1 I I=1 11=
MIN. 500 LB TENSILE STRENGTH UNWOVEN FABRIC
GEOTEXTILE FABRIC TO STABILIZE FOUNDATION OPTION B
WHEN STONE IS APPLIED (ESPECIALLY
IMPORTANT WHERE SOFT SOIL IS ANTICIPATED)
MAINTENANCE:
• CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROADWAY GRADING. THESE AREAS
SHALL BE BLANKETED WHEREVER THEY ARE LOCATED WITHIN 50 FEET OF A SURFACE WATER OR WHERE A SUITABLE
VEGETATIVE FILTER STRIP DOES NOT EXIST.
• A TOP DRESSING COMPOSED OF HARD, DURABLE STONE SHALL BE PROVIDED FOR SOILS HAVING LOW STRENGTH.
• ROADSIDE DITCHES SHALL BE PROVIDED WITH ADEQUATE PROTECTIVE LINING WHEREVER RUNOFF CANNOT SHEET FLOW
AWAY FROM THE ROADWAY.
• ADEQUATELY SIZED CULVERTS OR OTHER SUITABLE CROSS DRAINS SHALL BE PROVIDED AT ALL SEEPS, SPRINGS, AND
DRAINAGE COURSES. RIPRAP OUTLET PROTECTION TO BE SIZED ACCORDING TO ANTICIPATED DISCHARGE VELOCITY.
• TEMPORARY ACCESS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED ROADWAYS, DITCHES, OR
CROSS DRAINS SHALL BE REPAIRED IMMEDIATELY.
I I TEMPORARY ACCESS ROAD DETAIL
POST MAY BE EITHER
4"0 PINE, 2"0 OAK
ORANGE, UV RESISTANT
HIGH — TENSILE STRENGTH
o n POLY BARRICADE FABRIC (TYPICAL)
0
� z
z Z
�3:
0
N
SIDE VIEW
24•
=IIIII
'v TREE PROTECTION ZONE
IIIII p
igaff
ZONA DE PROTECCION 4"
e
1° EEL MR
III
II
NO DM
WARNING SIGN DETAIL
8' MAX.
TREE PR�CJION ZONE
ZONA PPROTEGIDA DE
EL ARE
NO PASAR
IIIII=IIIII=IIIII z =IIIII =IIIIIIIIII=zIIIII=I I I IIIII=IIIII IIIII
III
\ORANGE, UV RESISTANT
HIGH — TENSILE STRENGTH IIII
POLY BARRICADE FABRIC (TYPICAL) III
FRONT VIEW
NOTES:
1. FENCING SHALL BE INSTALLED PRIOR TO ANY INSTALLATION OF EROSION AND SEDIMENT
CONTROL MEASURES.
2. WARNING SIGNS TO BE MADE OF DURBALE, WEATHERPROOF MATERIAL.
3. LETTERS TO BE 6" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
4. SIGNS SHALL BE VISIBLE FROM ALL SIDES OF THE CONSTRUCTION AREA.
5. MINIMUM OF ONE SIGN ON EACH SIDE, ON THE OUTWARD FACING DIRECTION, AND/OR
EVERY 200'.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN
ONE SIGN PER PROTECTION AREA.
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION ON FENCE THROUGHOUT DURATION OF PROJECT.
9. ADDITIONAL SIGNS MAY BE REQUIRED BY LOCAL INSPECTIONS/PLANNING DEPARTMENT
BASED ON ACTUAL FIELD CONDITIONS.
**SPANISH TRANSLATION WILL NEED TO BE ON THE SIGN AS WELL
SAFETY FENCE DETAIL
NTS 112
GRADE
NTS
NOTES:
1. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE
DISTURBED AREA.
2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE
ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE.
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINING 5 ACRES OR LESS.
4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED
EROSION AND SEDIMENT CONTROL BMP.
5. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE.
Flow from undisturbe
d Oren
CROSS SECTIONAL VIEW
181 CLEAN WATER DIVERSION DETAIL
NTS
WATTLE (TYP.)
FLOW
EXTENDED SECTION C-C
3/4" x 3/4" WOODEN
STAKE (TYP.)
6" MIN.
2'-0" MAX
BETWEEN STAKES
C
C
ELEVATION
WATTLE
6" MIN.
V-6" MIN.
PENETRATION
(TYP.)
WATTLES CHECK DAMS
4'
SILT FENCE POST _
(SEE SILT FENCE DETIAL)
APPROVED FILTER FABRIC
`(SEE SILT FENCE DETAIL)
FLOWLINE
NOTES:
• J—HOOKS SHALL BE USED WHENEVER THE SILT FENCE LINE IS
INSTALLED AT AN ANGLE OF 30 DEGREES OR GREATER FROM
PARALLEL TO THE CONTOURS
• SILT FENCE INSTALLED IN SHORTER RUNS WITH "J—HOOKS" TO
AVOID CONCENTRATION OF FLOWS AT ONE LOCATION BY
TRAPPING RUNOFF AT MULTIPLE POINTS ALONG A SLOPE.
THE PROPER OPERATION OF SILT FENCE DEPENDS ON THE
ABILITY TO TEMPORARILY POND RUNOFF BEHIND THE FENCE,
ALLOWING TIME FOR SEDIMENTS TO SETTLE. SILT FENCE IS NOT
A FILTER. IF FLOWS AROUND THE END(S), THE SILT FENCE FAILS
TO FUNCTION. IT MUST BE PLACED WHERE IT WILL STORE WATER
— OFTEN TIMES ALONG A SLOPE A 'SMILE' OR J—HOOK SHAPE IS
REQUIRED TO CREATE A STORAGE AREA. LONG RUNS SHOULD BE
AVOIDED, AND BROKEN UP INTO SMALLER SEGMENTS.
SLOPE STEEPNESS
MAXIMUM SPACE BETWEEN
SILT FENCE ROWS OR
J—HOOKS (FT.)
2:1 (50%)
25
3:1 33%
50
4:1 25%
75
5:1 OR FLATTER 20%
100
LIMITS OF
INSTALLATION:
• START DOWN —GRADIENT SILT FENCE LINE AS CLOSE AS POSSIBLE TO UP —GRADIENT J—HOOK
• TYPICAL J—HOOK DIMENSIONS MINIMUM WIDTH IS RECOMMENDED AT 20FT WITH A DEPTH OF
1OFT. WHERE SPACE IS LIMITED (E.G., ALONG NARROW RIGHTS OF WAY), NARROWER HOOKS
CAN BE USED WITH A HIGHER SPACING FREQUENCY.
MAINTENANCE:
10' SILT FENCE SHOULD BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT.
• NEEDED REPAIRS SHOULD BE INITIATED IMMEDIATELY AFTER THE INSPECTION.
• SEDIMENT SHALL BE REMOVED WHERE ACCUMULATIONS REACH HALF THE ABOVEGROUND HEIGHT
20' OF THE FENCE.
• ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE IMMEDIATELY
REPLACED WITH A ROCK FILTER OUTLET (STANDARD CONSTRUCTION DETAIL #6).
NTS 13 SILT FENCE J-HOOKS DETAIL NTS
NOTES:
1. A DOUBLE ROW OF SILT FENCE
(MINIMUM 4' APART) MUST BE
INSTALLED IN AREAS WHERE A 50'
UNDISTURBED BUFFER CANNOT BE
MAINTAINED BETWEEN THE
DISTURBED AREA AND THE WATERS
OF THE STATE.
2. REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT
OFF —SITE AND CAN BE
PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON
SLOPE CONTOURS TO MAXIMIZE
PONDING EFFICIENCY.
4. INSTALL ROCK OUTLET TO ALLOW
PONDING BEHIND SILT FENCE.
MAINTENANCE:
U DOUBLE ROW SILT FENCE `J SILT FENCE SHOULD BE INSPECTED
INSTALLATION DETAIL WEEKLY AND AFTER EACH RUNOFF
EVENT.
• NEEDED REPAIRS SHOULD BE
INITIATED IMMEDIATELY AFTER THE
TOP OF FENCE INSPECTION.
i SEDIMENT SHALL BE REMOVED
WHERE ACCUMULATIONS REACH
SEE ROCK OUTLET DETAIL HALF THE ABOVEGROUND HEIGHT
FOR ROCK SIZING OF THE FENCE.
ANY SECTION OF SILT FENCE WHICH
HAS BEEN UNDERMINED OR TOPPED
SHALL BE IMMEDIATELY REPLACED
WITH A ROCK FILTER OUTLET.
OFFSET ROCK OUTLET IN ACCORDANCE
WITH FIELD CONDITION (DO NOT
INSTALLED ROCK OUTLETS IN LINE)
DOUBLE ROW SILT FENCE
W/ ROCK OUTLETS
VIEW LOOKING UPSTREAM
APPROVED FILTER FABRIC
(SEE SILT FENCE DETAIL)
FIBERGLF
(OR OTHE
MATS ON
BRIDGE PAI
PANEL CUR
TYPICAL BC
DIMENSIONS ARE APPROXIMATE
BRIDGE
PANELS \� '/a(L) (L) �(L)
�1 �1
WATTLES —j
INSTALL FIBERGLASS/COMPOSITE (OR OTHER
COMMERCIAL) MATS FOR APPROACH
ACCORDING TO BUFFER REQUIREMENTS.
PANEL
CURBING
T BRIDGE/MATS TO
OF STREAMS.
WATTLES
i
15"-16"
ISOMETRIC VIEW
TOP VIEW ,
18" WATTLE
`2' WOODEN STAKE
MAINTENANCE:
• WATTLES SHALL BE INSPECTED WEEKLY AND
AFTER EACH RUNOFF EVENT.
• SEDIMENT DEPOSITS SHALL BE CLEANED FROM
THE WATTLES WHEN IT REACHES HALF THE
HEIGHT OF THE LOG.
• DAMAGED WATTLES SHALL BE REPLACED WITHIN
24 HOURS OF INSPECTION. A SUPPLY OF
WATTLES SHALL BE MAINTAINED ON SITE FOR
THIS PURPOSE.
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER
COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH
FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF
SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2
IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE
STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE
WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN.
DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS
THAN 12" IN LENGTH
INSTALL STAPLES APPROXIMATELY
EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES,
USE MAXIMUM SPACING OF 25 FT.
DISTURBED AREA
-2
FRONT VIEW
YY„IDOUBLE ROW WATTLE SPACING
INSET A
SEE INSET A
15
SILT FENCE SEPARATION DETAIL NTS
16
TEMPORARY SPAN BRIDGE CROSSING NTS
(MATTING APPROACH)
17
WATTLES NTS
NOTES:
2%2" OAK OR COMPOST PRODUCTS ACCEPTABLE FOR THIS APPLICATION SHOULD
OTHER DURABLE MEET THE CHEMICAL, PHYSICAL AND BIOLOGICAL PROPERTIES
HARDWOOD STAKES SPECIFIED FOR PRACTICE 6.18, COMPOST BLANKETS.
3„ ON CENTER COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE.
BLOWN/PLACED BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 10 FEET
MIN. COMPOST FILTER SOCK UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT.
FILTER MEDIA MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED
THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS
UNDISTURBED AREA TRIBUTARY AREA.
DISTURBED AREA TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.
Z /� j \�j� �� �� IN THE EVENT STAKING IS NOT POSSIBLE (I.E., WHEN SOCKS ARE USED
\��\�� ON PAVEMENT) HEAVY CONCRETE BLOCKS SHALL BE USED BEHIND
THE SOCK TO HOLD IT IN PLACE DURING RUNOFF EVENTS.
\V-
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2
THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE
MANNER DESCRIBED ELSEWHERE IN THE PLAN.
COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER
EACH RUNOFF EVENT (1/2" OR GREATER). DAMAGED SOCKS SHALL BE
REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR
REPLACED WITHIN 24 HOURS OF INSPECTION.
DISTURBED AREA
BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED
<p
1AFTER 6 MONTHS; PHOTO DEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED
ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
® 4' MIN. ® EXISTING UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES
CONTOURS SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND
® VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE
CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
COMPOST UNDISTURBED AREA 2%2" OAK OR
FILTER SOCK OTHER DURABLE
HARDWOOD STAKES
ON CENTER
20
COMPOST FILTER SOCK NTS

.
I
14'
I
0.
I
14'—f
I
14'-0" MINIMUM
-►-14'
SEWN -IN CONNECTION 2'-0" MIN. 2'-0" MIN.
p
SLEEVE DISCHARGE RHOSE P
w
SEDIMENT FILTER BAG
ry
bi
U
/c9�J
w
Of U
w
2'-0" MINIMUM 8" MIN. EXISTING GROUND
U
U
Q
U
~ U
LINE~
Q
X 37
Q
FILTER FABRIC USE 57 STONE TO
SEDIMENT #
X
w U
z of
X �
FILTER BAG LEVEL BAG FROM
z O �f(�-
O
\I,
z O
NATURAL GROUND LINE
0
O
O0
#57 STONE SECTION A -A
o WETLAND AREA
O WETLAND AREA
10'-0"
49
WATTLES
P ACEALONG THE
MINIMUM
(TYPICAL)
MATTING PERIMETERS
TO PREVENT OFFSITE
SEDIMENTATION.
WETLAND AREA
n
OPTIONAL
LIFTING
WATTLES TO BE
STRAPS
PLACE ALONG THE
M
MATTING PERIMETERS
6'
TO PREVENT OFFSITE
VARIES W/ GROUND
N
SEDIMENTATION.
SLOPE (2'-0" MIN.)
WETLAND AREA
�I(
a
1:1 (TYPICAL)
WETLAND AREA
WETLAND
�(c-
WETLAND
AREA
AREA
WETLAND
AREA
WETLAND
w CONSTRUCTION SPECIFICATIONS
AREA
EXISTING
H-FRAME
EXISTING
H-FRAME
EXISTING
H-FRAME
!1 • TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR
SIMILAR DEVICE.
WETLAND AREA
PLAN VIEW • PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST,
63'
WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM
WATTLES TO BE
SLOPING SURFACE, DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF
PLACE ALONG THE
12 INCHES FROM EDGES OF BAG.
MATTING PERIMETERS
TO PREVENT OFFSITE
63
CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG
IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS
PROPOSED 2-PIECE
SEDIMENTATION.
PROPOSE TOWER
WITH SEDIMENT, REDUCE PUMPING RATE.
CONCRETE POLE
ON CONCRETE PIERS
SEDIMENT FILTER BAG GENERAL NOTES:
• REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST.
THE SEDIMENT FILTER BAG WHEN PUMPING. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA
WETLAND AREA
WETLAND AREA
AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF
49'
ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. THE THE DEVICE.
"FOOTPRINT"
MINIMUM OF THE BAG SHALL BE 10 x 15 FEET.
• USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH
3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE THREAD. SIZE SLEEVE TO ACCOMMODATE A MAZIMUM 4 INCH DIAMETER PUMP
68' R/W
68' R/W
68' R/W
OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN
DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR
THIS SLEEVE A MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH THE FOLLOWING:
COMPOSITE
MATTING LAYOUT FOR COMPOSITE
MATTING LAYOUT FOR COMPOSITE
MATTING LAYOUT
FOR
A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE.
HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE GRAB TENSILE 250 LB ASTM D-4632
ACCEPTABLE. PUNCTURE 150 LB ASTM D-4833
CONCRETE
POLE INSTALLATION H-FRAME
REMOVAL
TOWER
AND
PIER INSTALLATION
FLOW RATE 70 GAL/MIN/FTZ ASTM D-4491
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY PERMITTIVITY (SEC-) 1.2 SEC-' ASTM D-4491
44
TOTAL
MATS (NOT INCLUDING
ACCESS, 12 TOTAL
MATS
(NOT INCLUDING ACCESS,
48
TOTAL
MATS (NOT INCLUDING ACCESS,
TIED OFF DURING DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355
NOT INCLUDING STACKED
MATS AND MATS THAT WILL FLOAT AWAY)
NOT INCLUDING
STACKED MATS)
NOT
INCLUDING STACKED
MATS)
TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. APPARENT OPENING SIZE(AOS) 0.15-0.18 MM ASTM D-4751
DESIGN CRITERIA:
5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN SEAM STRENGTH 90% ASTM D-4632
MAINTENANCE:
1.LAYOUT IS TYPICAL AND
MAY BE
ALTERED PER EACH SETUP.
ONE HALF FULL OF SEDIMENT OR IN ACCORDANCE WITH THE . REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING
• MATTING TO BE
INSPECTED
2.IF ANCHORS ARE PRESENT,
AT THE END OF EACH WORK DAY.
ALTER
LAYOUT TO ALLOW TRUCK ACCESS TO ANCHOR LOCATIONS.
MANUFACTURER'S RECOMMENDATIONS. OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT.
3.MATS MAY NEED TO BE
STACKED
TO PROVIDE ADEQUATE SUPPORT.
REPLACE BEDDING IF IT BECOMES DISPLACED.
• DAMAGED MATTING
SHOULD
BE REPLACED IMMEDIATELY. 4.CREW PREFERENCE WILL
DICTATE
HOW THE MATS ARE PLACED.
• AREA DAMAGED
IMMEDIATELY.
BY DAMAGED
MATTING SHOULD BE RESTORED 5.DO NOT ALLOW SEDIMENT
TO LEAVE
THE SITE. INSTALL APPROPRIATE EROSION CONTROL
SEDIMENT FILTER BAG WITH GRAVEL PAD
MEASURES AS NEEDED.
21
WORK ZONE MATTING DETAILS
NTS
22
FILTER BAG DETAIL NTS
18„
LIT-
12'
III= III- I
CLASS 'B' FILTER FABRIC
RIP -RAP A
10' MIN.
STAKE (TYP.)
TOP OF BANK
SECTION VIEW LOOKING UPSTREAM
8
12" OF # 57
A
o 0
0 0 o BOTTOM OF DITCH
A
WASHED STONE
�18„�
FLOW
�
v, ' °
w
° STAPLES Ys" DIA. 4" STAPLE
BINDING WIRE
UNDISTURBED SOIL
AND VEGETATION =
CONCENTRATED FLOW
O° °o°� po
=1 -_— 0 00
II =III— ° �^
I o�O°
m
° 0o FILTER CLOTH
> °
° (2 PER BALE)
— —
-III, ; I I I I ,III =III = _
I II! I I I I I I I I I
�
o
o
"I I I I I I I I I I II
0
°
° STRAW BALE
BOTTOM OF DITCH
4 to 6 FT
WOOD OR
o 0
0 0 0
° ° ° ° ° °
° ° NATIVE MATERIAL METAL STAKES
SECTION A - A CENTER OF DAM
(OPTIONAL) (2 PER BALE)
STRAW BALE
o 0 0 0
0 0 o TOP OF BANK
PLAN
(TYP.) SECTION B-B
TYPE "ABOVE GRADE"
WITH STRAW BALES
'L' = THE DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATIONS
1" D-50 WASHED STONE
NOTES:
12" D-50 RIPRAP
LETTERS A MINIMUM 1.
ACTUAL LAYOUT DETERMINED IN FIELD. 6. SILT FENCE SHALL BE INSTALLED AROUND
POINT 'B'
PERIMETER OF CONCRETE WASHOUT AREA
�` POINT 'A'
=1
OF 5" IN HEIGHT 2.
INSTALL CONCRETE WASHOUT SIGN (24"X24", EXCEPT FOR THE SIDE UTILIZED FOR_
I I= — — — — — —
—
MINIMUM) WITHIN 30' OF THE TEMPORARY ACCESSING THE WASHOUT.
TOP OF BANK
°
CONCRETE WASHOUT FACILITY.
CONCRET
7, A ROCK CONSTRUCTION ENTRANCE MAY BE
WASHOUT 3.
TEMPORARY WASHOUT AREA MUST BE AT LEAST NECESSARY ALONG ONE SIDE OF THE
UNDISTURBED SOIL
50' FROM A STORM DRAIN, CREEK BANK OR WASHOUT TO PROVIDE VEHICLE ACCESS.
AND VEGETATION
CONCENTRATED FLOW
SPACING BETWEEN CHECK DAMS
PERIMETER CONTROL.
SHEET FLOW
4.
CLEAN OUT CONCRETE WASHOUT AREA WHEN
1. KEY STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
50% FULL.\\
�i\\i \\
ii\\ •��
MINIMUM OVER FLOW AROUND DAM.
OAREA
BOTTOM OF DITCH
IS LIMITEDNT
2, DRAINAGE TO ACRE.
5.
THE KEY TO FUNCTIONAL CONCRETE WASHOUTS
/2
CONCRETE WASHOUT SIGN DETAIL
IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE,
\/\/\\j��\!\%�f
�i�\\\��\�
2 SECTION A -A
3. MAX HEIGHT AT CENTER OF DAM- 24"
AND REGULAR CLEAN OUT.
4. CENTER OF DAM 9" BELOW NATURAL GROUND AT OUTER EDGES. OUTER EDGES TO BE
FILTER FABRIC
PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CUTTING AROUND THE DAM.
5. SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF DOWNSTREAM DAM IS AT
ELEVATION OF THE TOE OF UPSTREAM DAM.
23
STRAW BALE
BARRIER CONCRETE WASHOUT NTS
9,4
DITCH
DETAIL NTS
nROCK
CHECK DAM DETAIL NTS

L
LLLLLL�
LLLLLLLLL
LLLLL�4
LLL-K�
� 0 OFFER
0\S1uRg�O FAR W\0�
UN� PLPNS
COMPOSITE MATTING
12" COCONUT FIBER WATTLES
TO ABUT SPAN BRIDGE
WATERBAR
(STONE APPROACH)
FOB
LLLL �5
' LLLLLLLL STONE
LLLLLLLLL APPROACH
LLLLLLLLLL WATERBAR
LL
COMPOSITE MATTING $ o0
a
PERSPECTIVE VIEW
MATTED TEMPORARY SPAN
APPROACH—\ BRIDGE CROSSING
STREAM BED
MATTED
APPROACH
LONGITUDINAL SECTION
INSTALL TRAP ON EITHER
SIDE OF CREEK. TRAP SIZE
WILL VARY ACCORDING TO
LENGTH OF ACCESS ROAD
DRAINING TO THIS POINT
EQUAL TO 50 CU. FT. PER
100FT OF ROAD
WATERBAR
(STONE APPROACH)
MAINTENANCE:
• TEMPORARY STREAM CROSSINGS SHALL BE INSPECTED ON A DAILY BASIS.
• DAMAGED CROSSINGS SHALL BE REPAIRED WITHIN 24 HOURS OF THE INSPECTION AND BEFORE ANY SUBSEQUENT USE.
• SEDIMENT DEPOSITS ON THE CROSSING OR ITS APPROACHES SHALL BE REMOVED WITHIN 24 HOURS OF THE INSPECTION.
• AS SOON AS THE TEMPORARY CROSSING IS NO LONGER NEEDED, IT SHALL BE REMOVED. ALL MATERIALS SHALL BE
DISPOSED OF PROPERLY AND DISTURBED AREAS STABILIZED.
26TEMPORARY SPAN BRIDGE CROSSING NTS
(MIN 3' EMBEDMENT)
MIN. 4"X4" TREATED DOT
APPROVED OR LOCUST
POST
BRACE METAL T—POST
T y S/RYA/cq
c F �
gTFj S �F 6 MIN.
GROUND
CLEARANCE
(MIN 3' EMBEDMENT)
STANDARD 16' TUBULAR GALV. STEEL
FARM GATE
Rb9
GATE POST: 8X8 TREATED DOT APPROVED
6X6 LOCUST POST
6-5/8" GALVANIZED POST
76,
THREE HINGES (INSTALL TOP
AND BOTTOM HINGE UP, MIDDLE
HINGE DOWN)
GALVANIZED TUBULAR
STEEL FARM GATE
4"x4" GATE SUPPORT
ANGLE TOP AND PLACE
ADJACENT TO OR IN FRONT
OF GATE POST AS NEEDED
(MIN 3' EMBEDMENT)
NOTES:
1. ALL REQUIRED DOCUMENTATION INCLUDING
3RD PARTY ACCESS AGREEMENTS AND
ACCESS EASEMENT SHALL BE FILED WITH
THE APPROPRIATE PARTIES.
2. ALL AGREEMENTS PERTAINING TO ALL
WEATHER ACCESS ROADS MUST BE ATTAINED
PRIOR TO CONSTRUCTION CLOSEOUT.
3. PERMANENT GRASSING MUST BE
ESTABLISHED PRIOR TO CONSTRUCTION
CLOSEOUT.
J 128
1. PREPARE SOIL BEFORE INSTALLING TRM, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE TRM IN A 6" (15 CM) DEEP X 6" (15CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF TRM EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. USE SHOREMAX MAT AT THE
CHANNEL/CULVERT OUTLET AS SUPPLEMENTAL SCOUR PROTECTION AS NEEDED. ANCHOR THE TRM WITH A ROW OF STAPLES AND ANCHORS
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF TRM BACK OVER SEED AND COMPACTED SOIL. SECURE TRM OVER SOIL
WITH A ROW OF STAPLES AND ANCHORS SPACED APPROXIMATELY 12 (30 CM) ACROSS THE WIDTH OF THE TRM.
3.ROLL CENTER TRM IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. TRM WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL
SURFACE. ALL TRM MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES AND ANCHORS IN APPROPRIATE LOCATIONS AS
SHOWN IN THE FASTENER PATTERN GUIDE.
4.PLACE CONSECUTIVE TRM END -OVER -END (SHINGLE STYLE) WITH A 4" - 6"(10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES
STAGGERED 4"(10 CM) APART AND 4"(10 CM) ON CENTER TO SECURE TRM.
5.FULL LENGTH EDGE OF TRM AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES AND ANCHORS
APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6.ADJACENT TRM MUST BE OVERLAPPED APPROXIMATELY 2" - 5"(5 CM - 12.5 CM) (DEPENDING ON TRM TYPE) AND FASTENED.
7.IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A
DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
&THE TERMINAL END OF THE TRM MUST BE ANCHORED WITH A ROW OF STAKES AND ANCHORS APPROXIMATELY 12" (30 CM) APART IN
A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
27
FARM GATE
LINER - CHANNEL
INSTALLATION DETAIL
GATE POST: 4X4 TREATED
DOT APPROVED
SECURE GATE WITH HEAVY
DUTY CHAIN AND LOCK
METAL CUP NAILED TO
WOODEN SUPPORT. INSERT
T—POST IN CUP
BRACE METAL T—POST
SUPPORT/ FENCE POST
MIN. 4X4 TREATED DOT
APPROVED OR LOCUST POST
EXISTING FENCE
BARB WIRE OR BRACE WIRE CROSSED AND WRAPPED
AROUND BRACE AND POSTS (GALVANIZED OR ALUMINUM
COATED STEEL, 2-1/2 TO 12-1/2 GAGE STEEL, 4—POINT
BARBS IF USING BARB WIRE — ASTM A121)
NTS
NTS
12' — 0 "
ALL WEATHER ACCESS ROAD AFTER CONSTRUCTION IS COMPLETED
BLADE IN STONE, SEED AND PLACE
NORTH AMERICAN GREEN S75 FABRIC
OR EQUAL
..._..�..__........N,r.,r,,...r,.r...,.r..ra.r..,�..,....... .,I�_._ EXISTING GRADE
L J JVI\L J I VIVL VJLV
DURING CONSTRUCTION
LS WI TH
MIRAFI 50OX GEOTEXTILE OR EQUAL
ALL WEATHER ACCESS
NTS