SW6191202_LREMC Allendale Substation_Construction Documents_1/23/2020

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ELECTRIC MEMBERSHIP CORPORATION
P M ROKE, NORTH CAROLINA
ALL IF= 14 El
N.C. 51 HOKE COUNTY
ALE
15kv
LIST OF DRAWINGS
C0.00 COVER SHEET
C1.00 EXISTING CONDITIONS PLAN
C2.00 DEMOLITION PLAN
C3.00 LAYOUT PLAN
C4.00 GRADING PLAN
C5.00 EROSION CONTROL PLAN PHASE I
C5.01 EROSION CONTROL PLAN PHASE II
C6.00
SITE
DETAILS
C6.01
SITE
DETAILS
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L1.01 LANDSCAPE DETAILS
Date Revision By LUMBEE RIVER ELECTRIC Date: 8/15/19
MEMBERSHIP CORPORATION Drawn By: GSB
Approved: GSB
ALLENDALE 115kV SUBSTATION Job No.: 27-142
THE INFORMATION ON THIS DRAWING IS PROPRIETARY COVER SHEET
AND IS NOT TO BE USED, REPRODUCED, OR COPIED 2407 NORTH TRYON ST.
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL CHARLOTTE, NC
6728206 comoo
CONSULTING ENGINEERS INC. TEL:704-372-
WEE FIRM NO.F-0429 29
FIRM LICENSE #: F-0429 I ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com

BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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DEED BOOK 1117 PAGE 510
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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LOWER MACEDONIA ROAD/ NC ROUTE 1106
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THIS PLAN IS PROVIDED FOR INFORMATIONAL
PURPOSES ONLY. BOUNDARY INFORMATION
DERIVED FROM SURVEY BY ROBERT LEACH.
TOPOGRAPHY SURVEY PERFORMED BY ECE.
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DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.
Date I Revision
FIRM LICENSE #: F-0429
HILL
LOCATION MAP
LOWER MACEDONIA RD.
MAXTON, NORTH CAROLINA
HOKE COUNTY
N.T.S.
11 ZONING INFORMATION 11
PROJECT NAME:
OWNER:
PLANS PREPARED BY:
PHONE:
PARCEL ID#:
CURRENT ZONING:
PROPOSED USE:
TOTAL ACREAGE:
FLOODPLAIN:
FEMA FIRM PANEL•
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ALLENDALE SUBSTATION AND BREAKER STATION
LUMBEE RIVER EMC
ELECTRICAL CONSULTING ENGINEERS
[phone]
PART OF 193090001007
RA-20
ELECTRIC SUBSTATION
3.5 ACRES
NONE ON PROPERTY
3710930800K
EXISTING CONDITIONS LEGEND:
DESCRIPTION GRAPHIC
PROPERTY LINE --
EXISTING NCDOT RIGHT-OF-WAY
EXISTING DUKE ENERGY RIGHT-OF-WAY
EXISTING DUKE ENERGY STRUCTURE
EXISTING DRAINAGE CANAL (TOP OF BANK)
EXISTING EDGE OF PAVEMENT
EXISTING CENTERLINE OF LOWER MACEDONIA ROAD
EXISTING CONTOURS
0 15 30 60
if
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
,r
LUMBEE
RIVER EMC
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By
LUMBEE RIVER ELECTRIC
MEMBERSHIP CORPORATION
Date: 8/15/19
Drawn By: GSB
ALLENDALE 115kV SUBSTATION
Approved: GSB
Job No.: 27-142
EXISTING CONDITIONS PLAN
2407 NORTH TRYON ST.
CHARLOTTE, 67 28206
TEL: [phone]
C1 0 0
FIRM NO.F-0429
■
-WEE
ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com

BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
S 31'42'25" E
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
GENERAL NOTES:
1. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
2. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL
BE FIELD VERIFIED AND MATCHED.
3. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY
REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO PROCEEDING.
4. CONTRACTOR IS RESPONSIBLE TO REPLACE AND/OR REPAIR ANY DAMAGES TO
THE EXISTING LANDSCAPE, IRRIGATION, POWER AND/OR HARDSCAPE.
II DEMOLITION NOTES: II
1. BOUNDARY AND TOPOGRAPHICAL SURVEY INFORMATION IS TAKEN FROM A
SURVEY DATED 02/22/2019 BY ROBERT E. LEACH II PLS, TITLED:
SURVEY FOR:
LUMBEE RIVER ELECTRIC MEMBERSHIP CORP,
ALLENDALE TOWNSHIP, HOKE COUNTY, NORTH CAROLINA
2. THE LOCATIONS OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES, AND
OTHER ABOVE AND BELOW GRADE APPURTENANCES ARE APPROXIMATE AS
SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT
LOCATION, SIZE, AND INVERT ELEVATIONS OF SUCH PRIOR TO BEGINNING
CONSTRUCTION.
113 INSTALL ALL INFORMATIONNG
ONSTRUCCONSTRUCTION. EROSION
C 00 - EROS ON CONTROL MEASURES OPLAN PHASE IR TO I FOR MORE I I
11 DEMOLITION LEGEND: 11
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LIMITS OF CONSTRUCTION loc LIMITS OF DISTURBANCE EXISTING DUKE ENERGY STRUCTURE TO BE REMOVED
BY OTHERS.
EXISTING DRAINAGE CANAL (TOP OF BANK) TO REMAIN
AND PROTECTED DURING CONSTRUCTION.
0 15 30 60
if
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
LUMBEE
� RIVER EMC
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THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

11 LAYOUT LEGEND: 11
11 ZONING INFORMATION 11
BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
S 31'42'25" E
460.68' V BUFFM
-------------------------------------------------------------------
25 REAR SETBACK - - - - - - - -
250.0'
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(W RIGHT OF WAY)
PROPOSED GRAVEL AREA (SEE DETAIL 1 SHEET C6.00)
PROPOSED GRAVEL DRIVEWAY
PROPOSED CHAIN LINK FENCE (SEE DETAIL 2 SHEET C6.00)
X
PREFABRICATED UTILITY CONTROL FACILITY
10'X70' NCDOT SIGHT TRIANGLE
_
PROPOSED SUBSTATION STRUCTURE
FUTURE SUBSTATION EXPANSION AREA
EXISTING DUKE RIGHT OF WAY
EXISTING DUKE ENERGY STRUCTURE TO BE REMOVED
BY OTHERS.
PROPOSED SUBSTATION TRANSMISSION POLES
WITH GUY WIRES
PROPOSED SUBSTATION TRANSMISSION H-FRAMES
10' ACCESS EASEMENT PER NCDEQ
BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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PROJECT NAME:
OWNER:
PLANS PREPARED BY:
PHONE:
PARCEL ID#:
CURRENT ZONING:
PROPOSED USE:
TOTAL ACREAGE:
FLOODPLAIN:
FEMA FIRM PANEL:
SETBACK REQUIREMENTS
FRONT SETBACK:
REAR YARD:
SIDE YARD (R):
SIDE YARD (L):
LAYOUT NOTES:
ALLENDALE SUBSTATION AND BREAKER STATION
LUMBEE RIVER EMC
ELECTRICAL CONSULTING ENGINEERS
[phone]
PART OF 193090001007
RA-20
ELECTRIC SUBSTATION
3.5 ACRES
NONE ON PROPERTY
3710930800K
30' FROM R/W
25'
10,
10,
I
A. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND NCDOT SUPPLEMENT.
B. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION,
DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER
AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE
OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT
TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION.
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT
U-LOCO (1-800-632-4949) PRIOR TO DIGGING.
C. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL
BE FIELD VERIFIED AND MATCHED.
D. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY
REVISE THE DESIGN WITH OWNER / ENGINEER PRIOR TO PROCEEDING.
E. ANY UNSUITABLE MATERIAL ON SITE IS TO BE QUANTIFIED BY A GEOTECHNICAL
ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER, OR
OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS UNCOVERED.
F. ALL DIMENSIONS ARE TO FACE OF CURB OR TO FINISHED FACE OF BUILDING
UNLESS NOTED OTHERWISE.
G. ALL RADII ON CURBS SHALL BE 5'-0" UNLESS NOTED OTHERWISE.
H. ALL WORK WITHIN THE RIGHT OF WAY OF ALL ROADS AND HIGHWAYS SHALL BE IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION. CONTRACTOR SHALL SECURE
ALL NECESSARY DRIVEWAY AND ENCROACHMENT PERMITS PRIOR TO
CONSTRUCTION. PROVIDE TRAFFIC CONTROL IF NECESSARY DURING
CONSTRUCTION WITHIN THE RIGHT OF WAY.
0 15 30 60
iv
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
LUMBEE
RIVER EMC
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THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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---------------
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EX. 225.63 HP
EX. 225.38 HP
EX. 225.05 LP
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DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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GENERAL NOTES:
1. ALL TRAFFIC CONTROL SIGNAGE AND STRIPING TO CONFORM TO THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
2. THE UTILITIES AND THE LOCATION THEREOF, SHOWN ON THE DRAWINGS,
REPRESENT THE DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE
CONSTRUCTION AREA. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION,
DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION AREA WITH THE OWNER
AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY EXCAVATION. THE
OMISSION OF OR THE INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT
TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION.
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT
U-LOCO (1-800-632-4949) PRIOR TO DIGGING.
3. ALL PAVING CUTS SHALL BE MADE BY SAW CUTS. EXISTING ELEVATIONS SHALL
BE FIELD VERIFIED AND MATCHED.
4. CONTRACTOR TO COORDINATE ANY CHANGES IN FIELD CONDITIONS THAT MAY
REVISE THE DESIGN WITH ARCHITECT / ENGINEER PRIOR TO PROCEEDING.
5. CONTRACTOR IS RESPONSIBLE TO REPLACE AND/OR REPAIR ANY DAMAGES TO
THE EXISTING LANDSCAPE, IRRIGATION, POWER AND/OR HARDSCAPE.
6. ANY UNSUITABLE MATERIAL ON SITE IS TO BE QUANTIFIED BY A GEOTECHNICAL
ENGINEER, PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER, OR
OWNER'S REPRESENTATIVE IN CASE UNSUITABLE MATERIAL IS UNCOVERED.
7. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH
THE NORTH CAROLINA DEPT. OF TRANSPORTATION BEFORE INSTALLATION.
GRADING NOTES:
1. ALL NEW CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS FINISHED GRADES.
THE GRADING CONTRACTOR MUST MAKE ALLOWANCES FOR THICKNESS OF
PAVING SECTIONS, CONCRETE SLABS, AND 4" OF REDISTRIBUTED TOPSOIL WHEN
GRADING.
2. THE ENTIRE SITE WITHIN THE LIMIT OF CONSTRUCTION SHALL BE GRADED TO
DRAIN FREELY. ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION, WHETHER
INSIDE OR OUTSIDE OF THE LIMIT OF CONSTRUCTION, SHALL BE FINE GRADED AND
SEEDED TO ESTABLISH A PERMANENT LAWN.
3. CONTRACTORS MUST COORDINATE ALL DRAINAGE STRUCTURE GRATES AND TOP
ELEVATIONS SHOWN WITH ACTUAL FIELD CONDITIONS TO INSURE THAT GRATES
AND TOPS ARE FLUSH WITH FINISHED GRADE.
4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES (INCLUDING SANITARY,
STORM DRAINAGE, AND WATER) FROM DAMAGE DURING CONSTRUCTION. ALL
UNDERGROUND UTILITIES EXPOSED DURING CONSTRUCTION OR THOSE LEFT
WITH LESS THAN ACCEPTABLE MINIMUM EARTH COVER SHALL BE RELOCATED AS
DETERMINED BY THE CIVIL ENGINEER.
5. NO SLOPES SHALL BE GRADED STEEPER THAN 2:1, UNLESS INDICATED OTHERWISE
INDICATED.
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
0 15 30 60
if
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
LUMBEE
� RIVER EMC
Date IRevision I By LUMBEE RIVER ELECTRIC
1/21/20 PER NCDEQ STORMWATER COMMENTS SPF MEMBERSHIP CORPORATION
ALLENDALE 115kV SUBSTATION
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED 2407 NORTH TRYON ST.
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL MEEE CHARLOTTE, NC 28206
TELCONSULTING ENGINEERS INC. FIRM N4-37246673
FIRM NO.F-0429
FIRM LICENSE M F-0429 ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com
Date: 8/15/19
Drawn By: GSB
Approved: GSB
Job No.: 27-142
GRADING PLAN
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EROSION CONTROL LEGEND:
SYM DESCRIPTION
1
LIMITS OF CONSTRUCTION
2
LIMITS OF DISTURBANCE
3
SEDIMENT FENCE
4
16
SEDIMENT FENCE OUTLET
5
TEMPORARY SEDIMENT DITCH
CONSTRUCTION ENTRANCE
(SEE DETAIL 6 SHEET C6.00)
(SEE DETAIL 1 SHEET C6.01)
(SEE DETAIL 4 SHEET C6.00)
(SEE DETAIL 5 SHEET C6.00)
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EROSION CONTROL /MAINTENANCE NOTES:
A. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM
NCDEQ INSPECTOR.
B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE NCDEQ RULES AND REGULATIONS, AND HOKE COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN AND PERMIT IS A VIOLATION OF NCDEQ RULES AND REGULATIONS, AND
HOKE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
D. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
E. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
F. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10,
REQUIRE ADEQUATE TERRACING.
G. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE
ACRE THAT WAS NOT PREVIOUSLY APPROVED.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR WITH NCDEQ TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL SEDIMENT FENCE, SEDIMENT FENCE OUTLETS, DIVERSION DITCHES, AND
OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO
INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR
ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY
EROSION CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND HOKE COUNTY.
10. SEE SHEET C6.01 - SITE DETAILS FOR TEMPORARY AND PERMANENT SEEDING
SCHEDULES.
Ln
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
LO
N
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SITE INFORMATION
SITE SOILS: Coxville Loam (Co)
Norfolk Loamy Sand (NoA)
Marlboro Sandy Loam (MaA)
TOTAL SITE AREA: 3.50 ac
DENUDED AREA: 2.9t ac
BEFORE �_o&
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ADDITIONAL EROSION CONTROL
AInTCC-
1) GROUND STABILIZATION'
SITE AREA DESCRIPTION
PERIMETER DIKES,
SWALES, DITCHES AND
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
STABILIZATION TIME STABILIZATION TIME
FRAME FRAME EXCEPTIONS
7 DAYS NONE
7 DAYS NONE
SLOPES STEEPER THAN 7 DAYS
IF SLOPES ARE 10' OR
3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE
ALLOWED.
SLOPES 3:1 OR FLATTER 14 DAYS
7-DAYS FOR SLOPES
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS WITH 14 DAYS
NONE
SLOPES FLATTER THAN
(EXCEPT FOR
4:1
PERIMETERS AND HQW
ZONES)
"'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II.B(2)(B))
2) BUILDING WASTES HANDLING
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES
MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO
REASONABLE ALTERNATIVES AVAILABLE.
EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS
AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
3) DISCHARGES TO FEDERALLY -LISTED WATERS
REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE
DIRECTOR OF DWQ DETERMINES THAT OTHER BMPS PROVIDE EQUIVALENT
PROTECTION.
4) INSPECTIONS
SAME WEEKLY INSPECTION REQUIREMENTS
SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT
INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS
HOURS UNLESS A SITE -SPECIFIC EXEMPTION IS APPROVED.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER
CERTAIN CONDITIONS.
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO
FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW
CONDITIONS OF APPROVED APPLICATION.
APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW
PERMIT CONDITIONS.
6) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS -
DESIGNATION ON THE PLANS WHERE THE 7 AND 14-DAY GROUND
STABILIZATION REQUIREMENTS OF THE NPDES PERMIT APPLY
DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE
SURFACE -WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT ARE
LOCATED.
7) BUILDING WASTES HANDLING
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES
LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES ARE AVAILABLE.
EARTHEN -MATERIAL STOCKPILES LOCATED 50' FROM STORM DRAINS UNLESS
NO REASONABLE ALTERNATIVES AVAILABLE.
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS.
8) SEDIMENT BASINS
OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
USE ONLY DWQ-APPROVED FLOCCULANTS.
0 15 30 60
if
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
LUMBEE
RIVER EMC
�•y' xA CA i�
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/°°'��aara �1aa6ne61
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

EROSION CONTROL /MAINTENANCE NOTES:
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c� _D DEED BOOK 1117 PAGE 510
~ PIN# 1939090001007
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007 2
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ANY ADDITIONAL DISTURBANCE I — 5 224.98 I I I 1
IN THIS AREA SHALL BE FOR r I I / 225 225.28
LANDSCAPE MATERIALS ONLY U I I
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510 I
PIN# 1939090001007
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ANY ADDITIONAL DISTURBANCE \
IN THIS AREA SHALL BE FOR \\ J 2
LANDSCAPE MATERIALS ONLY
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BOTTOM: 219.05 LO
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
LO
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A. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM
NCDEQINSPECTOR.
B. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION
OF THE NCDEQ RULES AND REGULATIONS, AND HOKE COUNTY EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
C. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN AND PERMIT IS A VIOLATION OF NCDEQ RULES AND REGULATIONS, AND
HOKE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
D. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
E. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY A REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
F. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10,
REQUIRE ADEQUATE TERRACING.
G. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE
ACRE THAT WAS NOT PREVIOUSLY APPROVED.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR WITH NCDEQ TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL SEDIMENT FENCE, SEDIMENT FENCE OUTLETS, DIVERSION DITCHES, AND
OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO
INSTALL THESE DEVICES.
4. CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR
ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING MAY BEGIN.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH
EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF
EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY
EROSION CONTROL MEASURES.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE, AND HOKE COUNTY.
10. SEE SHEET C6.01 - SITE DETAILS FOR TEMPORARY AND PERMANENT SEEDING
SCHEDULES.
SITE INFORMATION
SITE SOILS: Coxville Loam (Co)
Norfolk Loamy Sand (NoA)
Marlboro Sandy Loam (MaA)
TOTAL SITE AREA: 3.50 ac
DENUDED AREA: 2.9t ac
EROSION CONTROL LEGEND:
SYM DESCRIPTION
1
LIMITS OF CONSTRUCTION
2
LIMITS OF DISTURBANCE
3
SEDIMENT FENCE
4
16
SEDIMENT FENCE OUTLET
5
TEMPORARY SEDIMENT DITCH
CONSTRUCTION ENTRANCE
(SEE DETAIL 6 SHEET C6.00)
(SEE DETAIL 1 SHEET C6.01)
(SEE DETAIL 4 SHEET C6.00)
(SEE DETAIL 5 SHEET C6.00)
0 15 30 60
1 INCH = 30 FEET
CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
a LUMBEE
RIVER EMC
o'it""gttt ou t eti° p
�,. C A R'
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

1
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ai
8' max, Standard stre,n th fabric with wire fence
b• max- extra strength fabric without wire fence
Steel
past
Ptastic or
wire ties
Wire is 2 4'---=-== - ............
fence =__ = =.........
.. --=------------ - --
-- =--=-----=- ----=- = around
Or
8" doom & 4"
farwwd al"
24" rench
Ff Iter
fabric
2.4"
DESIGN CRITERIA
Compacted sail 2 '
min ►I
IN9 if its 1t�
14 - 6 typical
Figure 6.20a Temporary earthen divemori dike -
Coarse aggfegatd
1 0" min
Wire
Figure 6.2flb Tomporary gravel diversion dike lorvehicle crossing (modified from Va SWCC).
fence
Cross -Section
View
DESIGN CRITERIA
Filter
steel fabric
RcckNJ trench Natural
DRAINAGE AREA:
5 ACRES OR LESS.
post
and compact ground
CAPACITY:
PEAK RUNOFF FROM 10-YEAR STORM.
VELOCITY:
SEE TABLE 8.05A, PERMISSIBLE VELOCITIES FOR EROSION PROTECTION, APPENDIX
8.05.
' ■ ` ■ ' ` ` • °
F
RIDGE DESIGN
SIDE SLOPE: 2:1 OR FATTER
'';
T��5► lapp-
3:1 OR FATTER AT POINTS WHERE CROSS
4
F
TOP WIDTH: 2 FT MINIMUM
min + '
rq F � ■
E• r'
FREEBOARD: 0.3 FT MINIMUM
' °' r '
$"
SETTLEMENT: 10% OF TOTAL FILL HEIGHT MINIMUM
.. ■ +
min
+� ° .+ e0* „4e
CHANNEL DESIGN
SHAPE: PARABOLIC, TRAPEZOIDAL, OR V-SHAPED
a e° to a'.' ■ *a
SIDE SLOPE: 2:1 OR FATTER
r--t
3:1 OR FATTER WHERE VEHICLES CROSS
ENSURE THE DRAINAGE AREA IS NOT GREATER THAN 1/4 ACRE PER 100 FEET OF FENCE. THIS IS THE MAXIMUM DRAINAGE
AREA WHEN THE SLOPE IS LESS THAN 2 PERCENT. WHERE ALL RUNOFF IS TO BE STORED BEHIND THE FENCE, ENSURE THE
MAXIMUM SLOPE LENGTH BEHIND A SEDIMENT FENCE DOES NOT EXCEED THE SPECIFICATIONS SHOWN IN TABLE 6.62A. THE
SHORTER SLOPE LENGTH ALLOWED FOR STEEPER SLOPES WILL GREATLY REDUCE THE MAXIMUM DRAINAGE AREA. FOR
EXAMPLE, A 10-20% SLOPE MAY HAVE A MAXIMUM SLOPE LENGTH OF 25 FEET. FOR A 100-FOOT LENGTH OF SEDIMENT FENCE,
THE DRAINAGE AREA WOULD BE 25 FT X 100 FT. = 2500 SQ. FT., OR 0.06 ACRES.
TABLE 6.62A
MAXIMUM SLOPE LENGTH AND SLOPE FOR WHICH SEDIMENT FENCE IS APPLICABLE
SLOPE SLOPE LENGTH (FT.) MAXIMUM AREA (F7)
<2% 100 10,000
2 T 5% 75 7,500
5-10% 50 5,000
10-20% 25 2,500
>20% 15 1,500
• MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM RUNOFF.
• ENSURE THAT THE DEPTH OF IMPOUNDED WATER DOES NOT EXCEED 1.5 FEET AT ANY POINT ALONG THE FENCE.
• IF NON -EROSIVE OUTLETS ARE PROVIDED, SLOPE LENGTH MAY BE INCREASED BEYOND THAT SHOWN IN TABLE 6.62A,
BUT RUNOFF FROM THE AREA SHOULD BE DETERMINED AND BYPASS CAPACITY AND EROSION POTENTIAL ALONG THE
FENCE MUST BE CHECKED. THE VELOCITY OF THE FLOW AT THE OUTLET OR ALONG THE FENCE SHOULD BE IN KEEPING
WITH TABLE 8.05D, APPENDIX 8.05. OF THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
• PROVIDE A RIP RAP SPLASH PAD OR OTHER PROTECTION DEVICE FOR ANY POINT WHERE FLOW MAY OVERTOP THE
SEDIMENT FENCE, SUCH AS NATURAL DEPRESSIONS OR SWALES. ENSURE THAT THE MAXIMUM HEIGHT OF THE THE
FENCE IS PROTECTED, REINFORCED OUTLET DOES NOT EXCEED 2 FEET AND THAT SUPPORT POST SPACING DOES NOT
EXCEED 4 FEET.
MATERIALS
• USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYLEFINS OR POLYESTER, WHICH IS CERTIFIED BY
THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS PART IN TABLE
6.62b OF THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. SYNTHETIC FILTER FABRIC
SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT OR TEMPERATURE RANGE OF 0° TO 120' F.
• ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25LB/LINEAR FT. MINIMUM STEEL WITH A MINIMUM LENGTH OF 5
FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
• FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH A MINIMUM 14 GAUGE AND
MAXIMUM MESH SPACING OF 6 INCHES.
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND SURFACE.
(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN
JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE
POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND
TENSILE STRENGTH.
5. WHEN WIRE MESH SUPPORT FENCE IS USED, SPACE POST A MAXIMUM OF 8 FEET APART. SUPPORT POSTS SHOULD BE
DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH SUPPORT FENCE.
SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50
POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
UPSLOPE FROM THE BARRIER (FIGURE 6.62a).
8. PLACE 12 INCHES OF FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH COMPACTION OF THE
BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
INSTALLATIONS SPECIFICATIONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST 1 FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH
LEVEL IF NECESSARY.
2. INSTALL POST 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON DOWNSTREAM SIDE IF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC,
ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE (3) TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC.
ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH
VERTICALLY APART. ALSO EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO
PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND END POST AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT
FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST AT LEAST 60
POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF 4
TRIPS.
MAINTENANCE
• INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
• SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
• REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND T
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
• REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SEDIMENT FENCE
6 NOT TO SCALE
GRADES
EITHER A UNIFORM OR A GRADUALLY INCREASING GRADE IS PREFERRED. SUDDEN DECREASES IN GRADE
ACCUMULATE SEDIMENT AND SHOULD BE EXPECTED TO CAUSE OVERTOPPING. A LARGE INCREASE IN
GRADE MAY ERODE.
OUTLET
DESIGN THE OUTLET TO ACCEPT FOW FROM THE DIVERSION PLUS ANY OTHER
CONTRIBUTING AREAS. DIVERT SEDIMENT -LADEN RUNOFF AND RELEASE THROUGH A
SEDIMENT -TRAPPING DEVICE (PRACTICE 6.60, TEMPORARY SEDIMENT TRAP AND PRACTICE 6.61, SEDIMENT
BASIN). FLOW FROM UNDISTURBED AREAS CAN BE DISPERSED BY A LEVEL SPREADER (PRACTICE 6.40,
LEVEL SPREADER).
SMALL DIVERSIONS
WHERE THE DIVERSION CHANNEL GRADE IS BETWEEN 0.2 AND 3%, A PERMANENT VEGETATIVE COVER IS
REQUIRED. A PARABOLIC CHANNEL AND RIDGE 1.5 FEET DEEP AND 12 FEET WIDE MAY BE USED FOR
DIVERSIONS WITH FOWS UP TO 5 cfs. THIS DEPTH DOES NOT INCLUDE FREEBOARD OR SETTLEMENT. SIDE
SLOPES SHOULD BE 3:1 OR FATTER, AND THE TOP OF THE DIKE MUST BE AT LEAST 2 FEET WIDE.
CONSTRUCTION SPECIFICATIONS AND MAINTENANCE
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER OBJECTIONABLE
MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION PLUS
THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFCIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS
THAN 30 WORKING DAYS.
�LTi►Is] 9
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
CORNER EXTENSION
ARM WITH 45° ANGLE
T
a
TEMPORARY DIVERSION DITCH
NOT TO SCALE
2500 PSI CONCRETE AT
28 DAYS WITH MAXIMUM
AGGREGATE OF 1 INCH.
Y�
12"
TYP.
CHAIN LINK FENCE DETAIL
NOT TO SCALE
l The distance such that paints
A and B are of equal elevation
A B
f Figure B.83a Space check darns In a charnel so that the cress a! downstream clam is at einvation of the toc of upstream darn
9" min f
Figure 6.06e Griivel en Irance/exit keeps sediment from leaving the construction site (modified from Va SWC.0).
DESIGN CRITERIA
AGGREGATE SIZE -USE 2-3 INCH WASHED STONE
DIMENSIONS OF GRAVEL PAD -
THICKNESS: 6INCHES MINIMUM
WIDTH: 12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR
ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER.
LENGTH: 50-FEET MINIMUM
LOCATION -LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES (FIGURE 6.06A).
AVOID STEEP GRADES, AND ENTRANCES AT CURVES IN PUBLIC ROADS.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT ARE NOT REMOVED BY
VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
AREA. AWASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH WATER TABLE.
�LTir_v►rra►r_1►Is] 9
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
BARBED WIRE
CONSISTING OF 2
STRANDS OF 12-1/2
USWG GALVANIZED
STEEL WIRE WITH
4-POINT BARBS AT
MAXIMUM SPACING OF 5
INCHES APART.
VANISED
TOM TENSION
CONSTRUCTION ENTRANCE
NOT TO SCALE
EXTENSION ARM
GALVANISED
23/8" LINE POST
(ASTM A53 GRADE
FINISHED
GRADE
EXTENSION ARMS
FINISHED
GRADE
2500 PSI CONCRETE AT
28 DAYS WITH MAXIMUM
AGGREGATE OF 1 INCH.
24"
TYP
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.
rrFt'��' {:lpTt1
Plan View
12' of NCDOT #5 or #57
mashed stutros Iff
Ckm B Rlprap
2' max. of
t
center
Filter Cidth * r
.�
4' to 6'
Cross -Section View
Figure 6.83b Slane check dam stone should be placed over the channel banks to steep water from culling Mound Iheft
rya rtt
DESIGN CRITERIA
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
• THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
• KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.
• KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER EDGES AT NATURAL GROUND
ELEVATION.
• KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER.
• ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM (FIGURE 6.83a)
• STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
• USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH NCDOT #5 OR #57 STONE.
• KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF 1.5 TO AVOID
WASHOUTS FROM OVERFLOW AROUND THE DAM.
CONSTRUCTION SPECIFICATIONS
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATRUAL GROUND LEVEL WHERE THE DAM ABUTS THE
CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK (FIGURE 6.83b) TO KEEP WATER FROM CUTTING AROUND
THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE
TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS TABLE.
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT
SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
• INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
• ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS)
• REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW
THE CHANNEL TO DRAIN THROUGH STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
3 CHECK DAM
NOT TO SCALE
SUBGRADE,
6"
t- MIRAFI 140N GEOTEXTILE FABRIC OR
APPROVED EQUAL.
6" WASHED #57 STONE
0-97���EL AREA DETAIL
LUMBEE
RIVER EMC
Date Revision By LUMBEE RIVER ELECTRIC
1/21/20 PER NCDEQSTORMWATER COMMENTS SPF MEMBERSHIP CORPORATION
ALLENDALE 115kV SUBSTATION
2407 NORTH TRYON ST.
CHARLOTTE, NC 28206
TEL: [phone]
NEE FIRM NO.F.0429
ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com
FIRM LICENSE #: F-0429
"4844!t
Date: 8/15/19
Drawn By: GSB
Approved: GSB
Job No.: 27-142
SITE DETAILS
C6m00

W
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
Place posts
TABLE 6.10A TABLE 6.10B TABLE 6.10C
�— 4' 8' max at low points
SEEDING MIXTURE SEEDING MIXTURE SEEDING MIXTURE
max
SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120 GERMAN MILLET 40 RYE (GRAIN) 120
— - — - - — - — - — - — - - — - -
�A
ANNUAL LESPEDEZA 50
A
(KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) (IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SEEDING DATES
1' max 1.5'
SUBSTITUTED AT A RATE OF 50 LB/ACRE.)
v \M
1„
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND MOUNTAINS AUG. 15 - DEC. 15
w.
��% �"
BEYOND JUNE. SEEDING DATES COASTAL PLAIN AND PIEDMONT AUG. 15 - DEC. 30
5'
SEEDING DATES MOUNTAINS MAY 15 - AUG. 15 SOIL AMENDMENTS
Dui
"' ` y� . t t. '�' , ��, «Ji •`�� Orr `���
MOUNTAINS ABOVE 2500 FEET: FEB. 15 - MAY 15 PIEDMONT MAY 1 - AUG. 15
5' min
BELOW 2500 FEET: FEB. 1- MAY 1 COASTAL PLAIN APR. 15 -AUG. 15 FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
'
PIEDMONT JAN. 1 - MAY 1 1,000 LB/ACRE 10-10-10 FERTILIZER.
COASTAL PLAIN DEC. 1 -APR. 15 SOILAMENDMENTS
Figure 6.62c Perspective of reinforced, stabilized outlet for sediment fence.
MULCH
SOIL AMENDMENTS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
DESIGN CRITERIA
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH USED AS A MULCH ANCHORING TOOL.
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM:
MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, MAINTENANCE
. SET OUTLET ELEVATION SO THAT WATER DEPTH CANNOT EXCEED 1.5 FT. AT THE LOWEST POINT
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
ALONG THE FENCELINE.
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE
. SET FABRIC HEIGHT AT 1 FT. MAXIMUM BETWEEN SUPPORT POSTS SPACED NO MORE THAN 4FT.
USED AS A MULCH ANCHORING TOOL. OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTENT TEMPORARY COVER BEYOND
APART. INSTALL A HORIZONTAL BRACE BETWEEN THE SUPPORT POSTS TO SERVE AS AN OVERFLOW
MAINTENANCE JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR
WEIR AND TO SUPPORT TOP FABRIC. PROVIDE A RIPRAP SPLASH PAD AS SHOWN IN FIGURE 6.62C
MAINTENANCE KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
0 EXCAVATE FOUNDATION FOR SPLASH PAD A MINIMUM OF 5 FT. WIDE, 1 FT. DEEP, AND 5 FT. LONG ON
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
LEVEL GRADE. THE AREA AROUND THE PAD MUST BE STABLE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
CONSTRUCTION SPECIFICATIONS
1. DIG A TRENCH APPROXIMATELY 8 INCHES DEEP AND 4 INCHES WIDE, OR AV -TRENCH, IN THE LINE OF
THE SILT FENCE.
2. DRIVE POSTS SECURELY, AT LEAST INCHES INTO GROUND, ON THE DOWNSLOPE SIDE OF THE
TRENCH. SPACE POSTS A MAXIMUM OF 8 FT. IF FENCE IS SUPPORTED BY WIRE, 6 FT. IF
EXTRA -STRENGTH FABRIC IS USED WITHOUT SUPPORT WIRE. ADJUST SPACING TO PLACE POSTS AT
LOW POINTS ALONG THE FENCELINE.
3. FASTEN SUPPORT WIRE FENCE TO UPSLOPE SIDE OF POSTS, EXTENDING 6 INCHES INTO THE TRENCH.
SEEDING
4. ATTACH CONTINUOUS LENGTH OF FABRIC TO UPSLOPE SIDE OF FENCE POSTS. AVOID JOINTS,
�NO����ORARY
PARTICULARY AT LOW POINTS IN THE FENCE LINE. WHERE JOINTS ARE NECESSARY, FASTEN FABRIC
SECURELY TO SUPPORT POSTS AND OVERLAP TO THE NEXT POSTS.
MAINTENANCE
• INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
• SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
PERMANENT SEEDING RECOMMENDATIONS FOR PRIMARY STABILIZATION
• REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
(NON-NATIVE SPECIES)
NEXT RAIN AND T REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT.
SEEDING MIXTURE
• REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
SPECIES RATE (LB/ACRE)
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
KY 31 TALL FESCUE 100
STABILIZED.
BERMUDA GRASS 25
SEEDING DATES
PIEDMONT
KY 31 TALL FESCUE SEPT. 1 - APR. 15
BERMUDA GRASS APR. 15 - JUN. 30
COASTAL PLAIN
KY 31 TALL FESCUE SEPT. 30 - MAR. 15
BERMUDA GRASS APR. 15 - JUN. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF A SOIL TEST.
MULCH
APPLY 4,000 LB/ACRE 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 EROSION OR OTHER DAMAGE.
PERMENANT SEEDING
MENT FENCE OUTLET
2
&!�Tl
NOT TO SCALE
es�ee�arr�y��/eeao°ff
A
LUMBEE W
6161_?
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RIVER EMC ` �o -
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Date Revision By LUMBEE RIVER ELECTRIC Date: 8/15/19
1/21/20 PER NCDEQSTORMWATER COMMENTS SPF MEMBERSHIP CORPORATION Drawn By: GSB
Approved: GSB
ALLENDALE 115kV SUBSTATION Job No.: 27-142
SITE DETAILS
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED 2407 NORTH TRYON ST.� CHARLOTTE, NC 28206
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
4.F-042973
C6m01
CONSULTING ENGINEERS INC. FIRTELM N
FIRM NO.F-0429
FIRM LICENSE M F-0429 ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
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 Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
A
0 O
O
0
SANDBAGS (TYP.)
0
0
OR STAPLES
10 MIL
0
SILT FENCE 1:1 PLASTIC SANDBAGS (TYP.)
SIDESLOPE LINING OR STAPLES
(TYP)
0
0
0
0
oD
a
-
A
0'
HIGH MIN
COHESIVE & B
LOW FILTRATION
SOIL BERM T7
0 O O O I
0 0
0 -2
0 0 10� C-)a
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
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 &CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
SANDBAGS (TYP.)
OR STAPLES
10 MIL
HIGH
COHESIVE &
PLASTIC LINING
LOW FILTRATION
-1:1 SIDE SLOPE
SOIL BERM
(TYP.)
SECTION B-B
NOTES:
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 TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
&CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
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.
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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
LUMBEE
RIVER EMC
�`�e,��ee+laryn eroor►,�
\ A C A f gN,
its`+� `• ..........
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'Y9'A(J
++
I20
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

1l_1:4911
PART III
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
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 a-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.
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
o
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
EFFECTIVE: 04/01/19
LUMBEE
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THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.

BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
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TREES
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
SIZE
ROOT
REMARKS
ACRU
11
ACER RUBRUM'OCTOBER GLORY'
'OCTOBER GLORY' RED MAPLE
2.5" CAL.
B & B
MATCHED SPECIMEN
LAIN
11
LAGERSTROEMIA INDICA'NATCHEZ'
'NATCHEZ' CRAPE -MYRTLE
2.5" CAL.
B & B
MATCHED SPECIMEN
SHRUBS
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
MIN. HEIGHT/SPREAD
MIN. ROOT
REMARKS
LIGU
325
LIGUSTRUM JAPANICUM
JAPANESE LIGUSTRUM
30" HT/30" SPREAD
5 GAL.
MATCHED SPECIMEN
GROUNDCOVER
KEY
QUANTITY
BOTANICAL NAME
COMMON NAME
MIN. HEIGHT/SPREAD
MIN. ROOT
REMARKS
SEED
95,975
BERMUDA/FESCUE MIX
'ALL DISTURBED AREAS NOT COVERED BY PLANT MATERIAL TO BE SEEDED WITH TALL FESCUE/ BERMUDA MIX'
BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
S 31'42'25" E
BRYAN G. HAGLER & JANET HAGLER
DEED BOOK 1117 PAGE 510
PIN# 1939090001007
PLANTING NOTES:
1. MINIMUM TREE SIZE AT PLANTING IS 2-INCH CALIPER (FOR SINGLE STEM TREES). SMALL
MATURING MULTI -STEM TREES MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8
FEET TALL.
2. UNLESS APPROVED BY COUNTY STAFF ALL REQUIRED TREES MUST HAVE SINGLE STEM TRUNKS
WITH NO CO -DOMINANT TRUNKS BRANCHES. TREE TRUNKS SHALL BE STRAIGHT IN FORM AND
FREE OF DAMAGE OR CRACKS. PRUNING CUTS SHALL BE CALLUSED OVER. BRANCH LENGTH
SHALL BE TYPICAL FOR THE TREES AGE AND NOT BE BROKEN, DISEASED OR INJURED. ROOT
FLARE SHALL BE LOCATED AT GRADE AND BE FREE FROM EXCESSIVE ADVENTITIOUS ROOT
GROWTH.
3. ALL STRAPPING AND TOP X OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT
BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOPY OF THE BURLAP FROM ROOT BALL.
4. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION
DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR TILL AND AMEND THE TOP 24"
OF EXISTING SOIL TO MEET TOPSOIL/ PLANTING MIX STANDARDS FOR TREES WITHIN ENTIRE
MINIMUM AREA OF 274 SQUARE FEET PER TREE.
5. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTIONS
OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL COUNTY
SPECIALIST TO RESOLVE BEFORE PLANTING.
6. SITE LIGHTING MUST BE A MINIMUM THIRTY (30) FEET AWAY FROM A TREE. IF PEDESTRIAN SCALE
LIGHTING IS BEING USED, THEN LIGHTING MUST BE A MINIMUM OF FIFTEEN (15) FEET AWAY FROM
A TREE, UNLESS APPROVED OTHERWISE BY THE COUNTY. SHOW SITE LIGHTING PLAN.
7. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15, FROM ALL
UNDERGROUND UTILITIES (GAS, WATER, PHONE, AND ELECTRICAL LINES.)
9. ATTENTION LANDSCAPER: NOTIFY LANDSCAPE ARCHITECT OF ANY SIGN, POWER LINE, OR OTHER
CONFLICTS BEFORE PLANTING NEW TREES.
12. ALL LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH THE'AMERICAN STANDARD FOR
NURSERY STOCK' AND SHALL BE INSPECTED PRIOR TO PLANTING.
13. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL UTILITY LOCATIONS PRIOR TO EXCAVATION OR
MATERIAL INSTALLATION.
14. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION, ADDITIVE OF NUTRIENT AND
FERTILIZATION PER TESTING AS OUTLINED IN SPECIFICATIONS.
15. IF ANY DISCREPANCIES OCCUR BETWEEN QUANTITIES OF MATERIAL SHOWN ON THE PLAN AND
QUANTITIES LISTED IN THE PLANT LIST, THE QUANTITIES GRAPHICALLY SHOWN ON THE PLAN
SHALL TAKE PRECEDENCE.
16. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND ROTOTILLED INTO SOIL PER
SPECIFICATIONS.
17. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SOIL CONDITIONS THE CONTRACTOR CONSIDERS
DETRIMENTAL TO PLANT GROWTH.
18. ALL PLANT BEDS AND NEW TREES SHALL BE MULCHED WITH 3" THICK LAYER OF DOUBLE
HAMMERED HARDWOOD MULCH.
19. CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND SEEDING OF ALL NEW LAWN AND
DISTURBED EXISTING LAWN AREAS.
20. IN ADDITION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
AND INSTALLING ANY NECESSARY SOIL AMENDMENTS, AS INDICATED BY SOIL TESTS, AS WELL AS,
AN ADEQUATE DRAINAGE SYSTEM FOR PLANTING BEDS. LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING AN ENVIRONMENT SUITABLE FOR THE GROWTH OF HEALTHY
PLANT MATERIAL. REFER TO PLANTING DETAILS FOR INFORMATION ON PLANTING BED
PREPARATIONS.
21 ALL PLANT MATERIAL MUST BE PLANTED IN CORRELATION WITH THE APPROPRIATE GROWING
SEASON OF INDIVIDUAL PLANT REQUIREMENTS. SOME PERENNIALS MAY REQUIRE A SPRING
PLANTING IN ORDER TO SURVIVE A FULL WINTER DORMANCY.
22. PROVIDE QUALITY, SIZE, GENUS, SPECIES AND VARIETY OF EXTERIOR PLANTS INDICATED,
COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI 260.1, 'AMERICAN STANDARD FOR
NURSERY STOCK'
23. IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO UNDERSTAND THE OVERALL
CONSTRUCTION SCHEDULE AND PLAN PLANT DIGGING AND INSTALLATION ACCORDINGLY. IF THE
LANDSCAPE CONTRACTOR IS REQUIRED TO RETURN TO THE SITE AT A LATER DATE DURING AN
APPROPRIATE PLANTING SEASON, IT SHALL BE AT NO COST TO THE OWNER. LANDSCAPE
CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY DAMAGE CAUSED TO LAWNS, EXISTING
LANDSCAPING OR PAVEMENTS AT NO COST TO THE OWNER.
PLANTING CALCULATIONS:
BUFFER REQUIREMENTS:
HOKE COUNTY ZONING ORDINANCE, SECTION 5.3, D - MINIMUM TEN (10) FOOT WIDE BUFFER AREA WITH
A TWO (2) FOOT TALL EVERGREEN HEDGE EXPECTED TO BE OPAQUE AND REACH A MINIMUM HEIGHT
OF FIVE (5) FEET WITHIN THREE (3) YEARS.
REQUIRED: 10' WIDE BUFFER WITH 2 FOOT TALL EVERGREEN HEDGE
PROVIDED: 10' WIDE BUFFER WITH 2 FOOT TALL EVERGREEN HEDGE
STREET YARD REQUIREMENTS:
HOKE COUNTY ZONING ORDINANCE, SECTION 5.4, C - THE MINIMUM LANDSCAPING REQUIREMENT FOR
A STREET YARD IS TWO (2) LARGE TREES, TWO (2) SMALL OR INTERMEDIATE TREES, AND FOURTEEN
(14) SHRUBS PER ONE HUNDRED (100) LINEAR FEET.
503t LF ALONG LOWER MACEDONIA ROAD =
REQUIRED: 11 LARGE TREES, 11 SMALL TREES AND 70 SHRUBS
PROVIDED: 11 LARGE TREES, 11 SMALL TREES AND 70 SHRUBS
BEFORE O
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CAUTION!!!
The locations and elevations of existing underground utilities as
shown on this drawing are only APPROXIMATE. No guarantee is
either expressed or implied as to the completeness of accuracy
thereof. The contractor shall be exclusively responsible for
determining the exact utility locations and elevations prior to the
start of construction.
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LUMBEE 0395E
RIVER EMCVIP C
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Date Revision By LUMBEE RIVER ELECTRIC Date: 8/15/19
1/21/20 PER NCDEQ STORMWATER COMMENTS SPF MEMBERSHIP CORPORATION Drawn By: GSB
Approved: GSB
ALLENDALE 115kV SUBSTATION Job No.: 27-142
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
CONSULTING ENGINEERS, INC.
FIRM LICENSE M F-0429
LANDSCAPE PLAN
2407 NORTH TRYON ST.
CHARLOTTE, NC28208 ■
TEL: [phone]
MEEEF,R. NO.F-0429 L 1
ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com

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NOTES:
v
SPACING VARIES
SEE LANDSCAPE PLAN
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
NOTES:
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
1. SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL. TYP. COLLAR � slti � ,iti
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF
MIN. 2" HT.
2. INSTALL CONTAINERIZED PLANTS AT �
ARBORIST.
FINISHED GRADE 4" LAYER
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
OF APPROVED
MULCH
LEGAL MANNER.
3. TAMP PLANTING MIX FIRMLY
AS PIT IS FILLED AROUND
5. RESEED UNMULCHED, DISTURBED AREAS.
EACH PLANT BALL.
s�
4 6"—
MIN.
4. OMIT COLLAR AROUND EACH SHRUB l
7ROOT
3/4" NYLON STRAP
N
WHEN IRRIGATION SYSTEM IS PRESENT. V' TRENCH AROUND
6" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
HIIIIIIIIIIII
ENTIRE PLANTING BED
5. SOAK EACH PLANT BALL AND
CROWN TO
PIT IMMEDIATELY AFTER EDGE OF
ZPLANT MIX TAMP SOIL MIX UNDER
BEAT FINISH GRADE KEEP MULCH AWAY FROM
TRUNK 1"TO2"
PLANTING BED
INSTALLATION. EACH PLANT BALL TO
MINIMIZE SETTLEMENT
4" HIGH /6" WIDE MAXIMUM
BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH
TYPICAL PLANTING BED DETAIL
3 - 1 "x2"x18" WOOD STAKES
WITH CENTERED 3/8" HOLE
DRIVEN IN LINE WITH STRAP
EQUALLY SPACED AROUND TREE FINISH GRADE
CROWN HEIGHT
IN INCHES
EQUALS MEDIAN o 0 0 o TYP.
WIDTH IN FEET STAGGERED
TO 12" MAX. ROWS
BACKFILL AS SPECIFIED
REMOVE TYPICAL EXCESS SOIL
FINAL o 0 o
FROM ROOT CROWN
y GRADE
— —+ -- I
REMOVE TOP 1/3 BURLAP UNDISTURBED SOIL
10" (EX.) ° ° °
AND ANY NAILS/PINS, ETC.
`
ROOT BALL DIA. 12"
} f---- 0' (EX.) EXISTING EQUAL SPACING —EDGE OF
REMOVE TOP WIRE VARIES
GRADE BETWEEN ALL PLANTS PLANTING
BASKET WHERE PRESENT
BED
TYPICAL BED CROWNING TYPICAL PLANTING BED PLAN
RAISE PIT BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21"
TREE PLANTING
(FOR SINGLE AND MULTI -STEM TREES)
BP LANTING DETAIL
2
TREE PLANTING DETAIL
NOT TO SCALE
1
NOT TO SCALE
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LUMBEE 039 65
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Date
Revision
By
LUMBEE RIVER ELECTRIC
Date: 8/15/19
Drawn By: GSB
MEMBERSHIP CORPORATION
Approved: GSB
Job No.: 27-142
ALLENDALE 115kV SUBSTATION
LANDSCAPE DETAILS
THE INFORMATION ON THIS DRAWING IS PROPRIETARY
2407 NORTH TRYON ST.
CHARLOTTE, NC
M"EEEF,R.
AND IS NOT TO BE USED, REPRODUCED, OR COPIED
WITHOUT THE WRITTEN CONSENT OF ELECTRICAL
6728206
4-372-6673
Ll 0
CONSULTING ENGINEERS INC.
N O.F-0429
■
FIRM
LICENSE M F-0429
ELECTRICAL CONSULTING ENGINEERS www.ECEpower.com