SW5200701_Complete Set 7-1-20_20200708

1.
1
CONTA CT INFORMA TION
PLANNING/ZONING: SPRING HOPE, NC
118 W RAILROAD ST
SPRING HOPE, NC 27882
JAE KIM
252-478-5186 EXT.225
WATER & SEWER: SPRING HOPE, NC
118 W RAILROAD ST
SPRING HOPE, NC 27882
SANDRA MORRIS
252-478-5186 EXT.221
STORM DRAINAGE NCDENR—DWQ
& ENGINEERING: RALEIGH REGIONAL OFFICE
3800 BARRETT DRIVE
RALEIGH, NC 27609
CONTACT: KIMBERLY SUMMERS
919-791-4213
Owner/Developer
IT'S FARM TIME, LLC
P.O. BOX 277
KINSTON, NC 28502
1-800-366-9921
BEFORE YOU DIG,
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ONE CALL CENTER
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Famous Chicken 'ri Biscuits
INDEX OF SHEETS
COVER
CE-01
CE-02
CE-03
CE-04
CE-05
CE-06
CE-07
CE-08
CE-09
D-01
D-02
D-03
D-04
D-05
COVER SHEET
OVERALL SITE PLAN
SITE PLAN
UTILITY PLAN
GRADING and DRAINAGE PLAN
LANDSCAPE PLAN
SEWER PLAN and PROFILE
ROAD WIDENING PLAN
EROSION CONTROL PLAN
LIGHTING PLAN
EROSION CONTROL DETAILS
SITE NOTES and DETAILS
UTILITY NOTES and DETAILS
NCGO1 NOTES SHEET
NCGO1 NOTES SHEET
Civil Engineering:
ENGINEERING
801 EAST WASHINGTON STREET
NASHVILLE, N.C. 27856
WWW.STOCKSENCINEERING.COM
Contact: J. Michael Stocks, PE
mstocks@stocksengineering. com
License Number 19843
'q1w
P.O. BOX 1108
PHONE: [phone]
SITE INFORMATION
LOCATION: ......................... . NC HWY 581
SPRING HOPE, NC
COUNTY: ........................... NASH
SIZE AREA: ........................ . 74.11 ACRES
PIN: .............................. 276911568362
DEED BOOK/PAGE NUMBER. ...........2967/363
TOWNSHIP. ......................... SPRING HOPE, NC
ZONING ............................GB
EXISTING USE . ..................... . VACANT
PROPOSED USE......................COMMERCIAL
TOTAL BUILDING SIZE . ............... 3,105 S.F.
MINIMUM BUILDING SETBACKS
PRIMARY ST. ...................... . 30'
SIDE ............................. 10'
REAR ............................. 25'
PARKING REQUIREMENTS
1 SPACE PER 50 SF WITH 15 SPACES MINIMUM
TOTAL PARKING REQUIRED . ........... . 63
REGULAR 9' X 19.................... 62
H.0................................2
H.C. (VAN ACCESSIBLE) . ............. . 1
TRUCK PARKING 4
TOTAL PARKING PROVIDED .............. 69
TOTAL SITE AREA: ...................
. 74.11
Ac.
2004 IMPERVIOUS. ..
. . 0 Ac.
BOJANGLE'S SITE IMPERVIOUS ...........
1.31
Ac.
STREET IMPERVIOUS . ................
. 0.57
Ac.
OUTPARCEL #1 IMPERVIOUS. ..........
. 1.33
Ac.
OUTPARCEL #2 IMPERVIOUS . ..........
. 1.50
Ac.
TOTAL PROPOSED IMPERVIOUS...........
4.71
Ac. (6.36%)
TOWN MAXIMUM COVERAGE
.. 40%
RIVER BASIN . ......................
. TAR—PAM
DISTURBED AREA . ..................
. 14.94
AC
Surveyor:
B0UIVDAR Y SUR VEYPR0VIDED BY.•
STRICKLAND LAND SURVEYING
123 W. WASHINGTON STREET
NASHVILLE, NC 27856
[phone]
TOPOGRAPHICAL SUR VEYPR0VIDED BY.•
BARROW AND BARROW, PA
115 HERITAGE CROSSING
SNOW HILL, NC 28580
[phone]
BLN=C-1874
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2/7/2020
COVER
r REVISIONS ■
FILE NO. 2019-059
HORZ. SCALE: NONE
VERT. SCALE: NONE
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
COVER

BEFORE YOU DIG,
CALL
0
0
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
- RY/AL C. MILLS -
D.B. 1164 - PG. 609
- ✓AMES LONG -
D.8. 2090 - PG. 212
- BEASLEY PERRY, ,/r _
D.B. 869 - PG. 423
289, 82'
N877414 W - 422.20
- MAR✓OR/E H. COLUNS -
D.B. 1'M - PG. 185
S,o Tp '•\
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IRON ypT
FWND G�
S34 5549
0 28.62'
I 261.50'
- HAROLD W. HERNDON -
OP.B.125
- PG. 2 4
IRON
S89 56 57"W
—...... ---TJ---
119.98'
IRON
FOUND
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D.B.1577 N
PG. 455 h
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M HERNDON STREET 85
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D.B. 2059 - PG. 740 D.B. 1372 - PG. 74
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240.88'
✓ULIUS LA VON WIGGINS y^ m
D.B. 1817 - PG. 186
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D.B. 1544 - PG. 55
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—__—__ ------____O IRON
- Ma WN E. LANG• Jr - ZZ FOUND
D.B. 2039 - PG. 510
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PERCY RICHARDSON, Jr.R o /
D.B. 554 - PG. 75
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D.B. 1059 - PG. 839 /
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WILLIAM B. WILLIAMS
D.B. 983 - PG. 38 v //
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S8976 58 EIRON /
FOUND
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- MIL TON GLENN EDWARDS, Jr -
19 61'
D.B. 865 - PG. 684
S5471'1B E
/ 40.76'
HENDRICKS BRANCH
OR
96g3'r'��i�
LITTLE SAPONY CREEK
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a I . S54
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( P.B• UNOPEN' 9S EET___
P.P. 30_WIDE_---- /
--------- _ 432.26'
IFWND 58233'43"W 400.14' /
/
- BERNICE LPG1NGA
53B
D.B. 953 /
BERNICE T•PG1N593
D.B. 691
LC
D G ANDREWS -
809 - PG. 689
-END OF COO CTED STREET
NAIL / 58844 43 E - b 444 17'
/ 212.75 OU FOUND 200.80' IF
AS PER NASH COUNTY TAX MAP )
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105.00'
AMERICAN LEG/ON I - ROLAND POPE, BERN/CE T.
VETERANS CLUB D.B. 957 - PG 216 D.B. 711 - PG. 207 i - M/NGA -
D.B. 244
/ 110 Ac OU7PARCELs— I PG. 506
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FOUND 174.82'
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3.766 Ac. Total
-
0.622 Ac. R/W
3.144 Ac. NET
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76.720 Ac.
-1.110 Ac. Outporcels
75.610 Ac. Total
- 1.504 Ac. R/W
74.106 Ac. NET
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NCGS STATION
"EPHESUS"
INC GRID COORDS
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CONTROL
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NCGS STATION
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NC GRID COORDS
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E=691238.065M
CONTROL
CORNER
R
OVERALL
SITE INFORMATION
EXISTING PARCEL:
. .............................................
................................ 74.11 Ac.
PIN: .......................................................................................................................
27691 1568362
PRO.
OUTPARCEL
#1.....................................................................
1.77 Ac.
PRO.
OUTPARCEL
#2.....................................................................
1.72 Ac.
PRO.
OUTPARCEL
#3.....................................................................
2.0 Ac.
PRO.
RIGHT OF WAY.....................................................................
1.17 Ac.
REMAINING PARCEL: ......................................................................... 67.45 Ac.
SCALE: 1 " = 150'
0 150 300 375 450 525
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2 7 2020
OVERALL
SUE PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE:
1"=150'
VERT. SCALE:
NONE
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
600 GE 01

BEFORE YOU DIG,
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
1
\ I II \ \ \\ \ \ \\ \ \ 50' R/W
3 27' BB
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12 2 I19.06 ASPHALT SEE DETAIL FOR CURB GEOMETRY \
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SCALE: N.T.S. 2'-a" 7'-0'
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CHAMFER
9"
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2-#3 BARS �SUR AICEU BASE COURSE
BASE COURSE A
6„ 1/2" DIA. RODS 2'-0" LONG
BITUMINOUS SURFACE N07E-
ANCHOR RODS TO BE SLEEVED OR
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FLEXIBLE PAVEMENT
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2 7 2020
SITE PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE
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LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

BEFORE YOU DIG,
CALL
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NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
1
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19843
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will 2 7 2020
UTILITY PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE
GE 03
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
1 \\` \ V\ \ \ \

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�HAEL %\.'`�•
2 2020
DRAINAGE AND
GRADING PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE
GE 04
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

BEFORE YOU DIG,
CALL
0
0
NORTH CAROLINA
ONE CALL CENTER
www.ncocc.org
\
\ _ 251:0— \ \\
\
PLAM7NG SCHI
QUANTITY COMMON NAME LA TIN NAME SIZE ® PLANTING
11
RED MAPLE
Acer rubrum
2 112" CALIPER AND 8' TALL
14
DWARF BURFORD HOLLY
flex cornuta Burford Nana'
18" TALL (3 GAL.)
6
EASTERN REDBUD
Cercis conadensis
1 1/2" CALIPER AND 6' TALL
10
CRIMSON FIRE LOROPETALUM
Loropetafum chinesis vor. rubrum
18" TALL (3 GAL.)
PL.vvnNcLEG-1
CANOPY TREE (�
® 0 2 112" CALIPER
® ® (RED MAPLE)
SMALL ORNA MEN
1 112" CALIPER
(EASTERN REDBL
Q\ SMALL SHRUB D
\ SMALL SHRUB C
TRIPPLE—SHREDL
SPERMANENT SEE
\
\
\
EX.
GROUND
\ PS \
PS \ \\ � / •` a \
60 R �.• .;— / M
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PS
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60
4 41
°
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RUBBER HOSE
CONTACT POINTS
MULCH 4' to 6" I:
3" MIN. PINE S/
OR BARK MULCH
— ROOT BALL —
1 /4" NYLON
TREE PLANTING DETAIL
NOT TO SCALE
C)
LANDSCAPING NOTES
1. ALL PLANTS MUST BE LOCATED OUTSIDE OF EXISTING AND/OR PROPOSED DRAINAGE AND
UTILITY EASEMENTS.
2. A MINIMUM 20—FOOT HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL OVERHEAD LIGHT
POLES AND/OR UTILITY LINES AND SHADE/LARGE TREES IN ORDER TO PREVENT CONFLICTS
AND FUTURE MAINTENANCE PROBLEMS.
3. ALL TREES PLANTED SHALL HAVE A MINIMUM OF THREE INCHES OF PINE STRAW
OR BARK MULCH. SEE TREE —PLANTING DETAIL.
4. ALL SHRUBS PLANTED SHALL HAVE A MINIMUM OF TWO INCHES OF PINE STRAW
OR BARK MULCH. SEE SHRUB —PLANTING DETAIL.
5. ALL REQUIRED SHADE/LARGE TREES SHALL BE PLANTED AT LEAST 4.5 FEET AND ALL
REQUIRED SMALL TREES AND SHRUBS SHALL BE PLANTED AT LEAST 2.5 FEET FROM THE
EDGE OR ANY DRIVEWAYS OR PARKING SPACES IN ORDER TO REDUCE THE CHANCE OF
DAMAGE FROM VEHICLES, HOWEVER, IT IS RECOMMENDED TO MAINTAIN A CLEAR
DISTANCE OF 5 FEET FOR BOTH.
18" to 24"
CORD 2" MIN. PINE STRAW
OR BARK MULCH
EX.
GROUND T —
/ —STAKE AS NEEDED
COMPACT FILL TIGHTLY
AROUND ROOT BASE
DIG HOLE 2 TIMES THE
SIZE OF THE ROOT BALL.
1>ATE'R •`\ALV�
COVER W/SOIL
\ — ROOT BALL —
SHRUB PLANTING DETAIL
NOT TO SCALE
COMPACT FILL TIGHTLY
AROUND ROOT BASE
DIG HOLE 2 TIMES THE
SIZE OF THE ROOT BALL.
L
ANTING AREAS SHALL BE MULCHED
" — 3" OF TRIPPLE SHREDDED
OOD MULCH
SCALE: 1" = 30'
0 30 60 75
90 105 120
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19843
/CNAEL 5��.�`�•
2 2020
LANOSCAP/NG
PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE
GE 05
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

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- 235 SEWER PLAN
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LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
CE 06

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PAVEMENT MARKING LEGEND
TC 10 FOOT WHITE SKIP (4" @ 120 MILS)
RD YELLOW DOUBLE CENTER LINE (4" @ 120 MILS)
TO WHITE EDGELINE (4" Q 90 MILS)
UB LEFT/RIGHT TURN ARROW (90 MILS)
SB NCDOT STOP BAR (24" @ 120 MILS)
UA STRAIGHT/RIGHT TURN ARROW (90 MILS)
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LEGEND
3.5" ASPHALT CONCRETE INTERMEDIATE COURSE,
11 TYPE 1-19.013
5" ASPHALT CONCRETE BASE COURSE,
B1 TYPE B25.OB Q AN AVERAGE RATE OF
684 LBS. PER SQUARE YARD.
E1 1 1 /2" ASPHALT CONCRETE SURFACE COURSE,
O
TYPE S9.5B (OVERLAY)
OEXISTING PAVEMENT
TO EXISTING EARTH
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VARIES f25'
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fOVERLA Y
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j __EXISTING ROAD ---__ - - - - - - - - - - -
EXISTING
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PROVIDE SMOOTH - _ TRANSITION FOR SS]00 `��/
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- OVEY. OVERLAY -_
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THIS ARE-. - _ O���N�� -j0 GN]
—
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2.00TAPER
100' STORAGE
CIL SOUTH N. C. 581
NOTES:
1.
CONTRACTOR TO ENSURE POSITIVE
DRAINAGE PRIOR TO POURING CONCRETE
2.
CONTRACTOR TO INCLUDE IN BASE BID
VARIES
THE BACKFILLING BEHIND CURB, OFFSITE
DISPOSAL OF EXCESS MATERIAL, OFF —SITE
BORROW, SEED, STRAW & TACK.
3.
CONTRACTOR TO INCLUDE IN BASE BID THE
SAW —CUTTING, REMOVAL, & REPLACEMENT OF
ASPHALT REQUIRED TO INSTALL CURB & GUTTER.
4.
ASPHALT SHALL BE SAW —CUT TO PROVIDE SMOOTH
EDGE TO PLACE CURB & GUTTER.
EXISTING
GROUND 5.
TWO—WAY TRAFFIC TO BE MAINTAINED AT ALL TIMES.
6.
WIDENING, STRIPING AND SIGNAGE TO MATCH NCDOT
STANDARDS AND DETAILS LATEST EDITION.
1 7.
ALL STRIPING TO BE THERMOPLASTIC PER NCDOT
STANDARDS AND SPECIFICATIONS.
8.
CONCRACTOR IS RESPONSIBLE FOR THE LOCATION AND
OR RELOCATION OF EXISTING UTILITIES, DRIVEWAY REPAIR,
AND TRAFFIC CONTROL PER THE MUTCD, LATEST EDITION.
9.
RAISED REFLECTIVE PAVEMENT MARKERS SHALL ALSO BE
INSTALLED WITHIN TURN LANE CONSTRUCTION LIMITS IN
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS
1 d-�
POSTED SPEED
55
DESIGN SPEED
60
LATERAL SHIFT
6'
STORAG TH
100'
BAY TAPER
'
DECELERATION LENGTH
250'
APPROACH/DEPARTURE
TAPER
360'
ASPHALT OVERLAY AREA
ASPHALT WIDENING AREA
ASPHALT MILLING AREA
\ \ \ MILL ±50 LF TO
\ \ PROVIDE SMOOTH
\ TRANSITION FOR
_ - OVERLAY. OVERLAY
THIS AREA.
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SOUTH NC 581
WIDENING PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1" = 50'
VERT. SCALE: NONE
CE-07
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

1
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FENCE
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/
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150 175 200
I�
\ \ \\ \OUTL T \ ERO.S/ONLEOE�YD
\ \ \ \ \ CONSTRUCTION
ENTRANCE
SILT FENCE
SILT FENCE OUTLET
�01-01,#2 \ \ \ ,—. � � \\ \\ �— pp, NCDOT WATTLE
510N O SEDIMENT BASIN ,�, \\ \\ \ OUTLET PROTECTION
TOP LENGTFl = 120 \ \ \ \
BOTTOM OTOM LENGTH= 110' \ �I \•\ \� \ I � \ \\
�co TEM \ BOTTOM WIDTki = 20 `\ \ \ LL j
SKIMMER SEDIMENT BASIN
��0 1 BASIN DEPTH I 2.5 �� \\ �; \\ \ \
��0 1 SKIMMER SIZE I = 2 - \\ \ \
�o ORIFICE SIZE 1.6 „ \ \\ �\ \\1 \\ — — — AREA DISTURBED 14.94 Ac.
1 WEIR WIDTH ' 20 \
WEIR DEPTH = 6 5' \\ � HARDWARE CLOTH BAFFLES = 3 ,
I ` i
\ SIDESLOPES = 2: 1 j ` �\ ��, �/ �`\ \ \\ INLET PROTECTION
\ II\\ t \ PS PERMANENT SEEDING
\
CONCRETE TRUCK WASH —OUT
SEDIMENT BASIN
i TOP LENGTH = 105'
\ �TOP WIDTH = 30' �`� �'x10' RIP RAP
\ I BOTTOM LENGTH = 95 \ \` 04( TLET \
\ 1 BOTTOM WIDTH = 20' SlL T `\ \ PR19 T10/�
BASIN DEPTH = 2.5
\\ ;$K --R —SIZE = 1.5" FENCE
\ ! ORIFICE SIZE = `1.4" OUTLET.%'' \ \
\ L...... ... IYIR_WIDTH = �Q= ._—.— --
\ PS WEIR —WIDTH
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BAFFLES = 3
\ \ SIDESLOPES = 2: 1
ON
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ENTRANCE �� �x ` \\
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TER \<ALV�
/ NPDES
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LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
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19843
CNAEL S��.�`�•
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2 7 2020
EROSION
CONTROL PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
GE- 08

EROSION AND SEDIMENTATION CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is for the construction of a Bojangles Restaurant.
The project Is owned by Its Farm Time, LLC. The site is currently vacant.
Approximately 14.94 acres will be disturbed during construction.
The proJ'ect is scheduled to begin construction in Summer 2020 with project completion and final
stabilization by Winter 2020. The erosion and sediment control program for this project will include
the installation of a suitable construction entrance, silt fence, inlet protection with seeding.
ADJACENT PROPERTY
The adjacent property is vacant.
SOILS
The soil at this site is a sandy clay.
EROSION AND SEDIMENT CONTROL MEASURES
All vegetative and structural erosion and sediment control practices shall be constructed and
maintained by the contractor according to these plans and specifications and the minimum
standards of the Dept. of Environmental Management, Land Quality Section and City of
Clayton. The contractor shall also follow any additional requirements as outlined by the Project
Engineer.
Structural Practices
1. Vehicle wheels shall be clean when leaving the site to prevent the tracking of mud on paved
roads.
2. Construction Road Stabilization: Construction traffic shall be limited to stabilized areas. At a
minimum, a temporary gravel construction entrance shall be provided as shown on this
drawing.
3. Silt Fence: Silt fences shall be provided where shown and as needed on the site plan. These
barriers shall be used to contain sediment.
4. Rip Rap/Gravel Filter Sediment Basins: Construct basin to the shape and dimensions shown in
the details. The basin is to be placed below the existing ditch flow line by 2' with the berm built
above as dimensioned.
Vegetative Practices (Ground Stabilization)
Site Area Description:
Stabilization Time Frame:
Stabilization Time Frame Exceptions:
Perimeter dikes, swales,
ditches & slopes.
7 Days
None
High Quality Water (HQW)
Zones.
7 Days
None
Slope steeper than 3:1
7 Days
None
Slopes 3:1 or flatter.
10 Days
7 Days for slopes greater than 50 feet
in length.
Seeding Schedule
Ongoing Activit4 Land left exposed shall be planted or otherwise provided with temporary ground cover devices, or
structures sufficient to restrain erosion within the applicable time period after completetion of any phase of grading or
period of inactivity as follows: seven (7) days for steep slope or inclination. Ten (10) days for a moderate slope,
fourteen (14) days for land with no slope or inclinination. For purposes of this section, a moderate slope means an
inclined area, the inclination oif which is less than or equal to three (3) units of horizontal distance to one (1) unit of
vertical distance, and a steep slope means an inclined area, the inclination of which is greater than three (J) units of
horizontal distance to one (1) unit of vertical distance. No other criteria apply.
Completed Activity, For any area of land -disturbing activity where grading activities have been completed, temporary or
permanent ground cover sufficient to restrain erosion shall be provided as soon as practicable, but in no case later than
seven (7) days after completetion of grading.
Management Strategies
1. Perimeter measures are to be installed prior to grubbing or grading.
2. Tail Ditches shall be stabilized immediately following their construction. As an alternate, rock
check dams may be provided at their outlets and/or the terminal downstream end of
disturbance until ground cover is implemented.
3. Stockpile and/or waste areas must be maintained within the limits of the areas protected by the
proposed measures and otherwise temporarily seeded if to be left stockpiled over 15 days.
4. Construction shall be planned so that grading operations can begin and end as quickly as
ppossible.
5. Silt Fences shall also be installed prior to or as a first step in construction.
6. The Contractor shall be responsible for the installation and maintenance of all erosion and
sediment control practices.
Vegetative Ground Cover
Immediately following grading, all areas shall receive either permanent or temporary seeding, as
applicable, as follows:
TEMPORARY SEEDING SPECIFICATIONS
BETWEEN MAY 1 AND AUGUST 15, ADD 40 LB/ACRE GERMAN MILLET. PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD
120 LB/ACRE RYE (GRAIN).
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZAS OVER
THE FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO TESTS, OR APPLY 2,000 LB/ACRE GROUND AGRICULTURE LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.
ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE PREFERRED ANCHORING
METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
PERMANENT SEEDING SPECIFICATIONS
FESCUE - 200 Lbs./Ac.
CENTIPEDE - 20 Lbs./Ac.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE THE SECOND YEAR. ACCORDING TO SOIL TESTS OR
TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED.
REPLACE, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
Maintenance
1. Reseed and mulch bare spots larger than 9 square feet (limited to 5% maximum of site area.)
2. Maintain all seeded areas until uniform stand Is acceptable.
3. If growth is not established by final project inspection, continue specified attention until the
stand is acceptable.
4. Correct and repair all undue settling and erosion within 1 year after final inspection.
5. Remove from the site, all erosion control structures after complete stabilization at end of
construction period.
6. Remove sift from sediment pits and from behind check dams when silt is within half depth of
the pit or spillway. Dispose of in an area where silt cannot re-enter pit / trap.
Calculations
The practice utilized for the proposed site did require formal calculations. Calculations have
been provided.
OWNER
It's Farm Time, LLC
PO Box 277
Kinston, NC 28502
1-800-336-9921
Maintenance Notes:
1. Follow chart for timelines of when to apply temporary seeding.
2. Maintain all erosion control measures daily and reseed disturbed areas as needed.
3. Inspect all erosion control measures weekly and after each rainfall event. Repair as needed.
C9&Sr)?ffeA1#&AF&,rRd&eAF
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS.-
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL
AND PROPERLY GRADE IT
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
J. 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.
MAINTENANCE -
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
A
M a
PLAN VIEW
�La�
R BKT
a
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
I�La
FILTER BLANKET
OR (MIRAFI 140N) SECTION A -A
PIPE OUTLET TO
WELL-DEFINED CHANNEL
GENERAL NOTES:
1. La = THE LENGTH OF THE RIP RAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN
J.IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS
TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
5. FLARED END SECTION IS OPTIONAL. SEE PLANS FOR REQUIREMENT.
6. SEE PLAN AND PROFILES FOR ACTUAL DIMENSIONS.
MAINTENANCE.-
INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (I INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
PIPE OUTLET PROTECTION
SCALE: N.T.S.
Construction Sequence
1. Schedule and hold a pre -construction conference prior to beginning any land -disturbing activities. This
conference should be attended by a representative of the financially responsible party and/or the general
contractor, gradingurbsub-contractor, erosion control sub -contractor and the Engineer.
2. Obtain Land Disting Permit and placard, and post the placard on site.
3. Obtain an approved (stamped) S&E control plan and keep it on site, either in the inspection box,
construction office or with the contractor.
4. Install construction egress/exit, silt fencing with outlets, inlet/outlet protection, concrete truck wash, and other
initial erosion control measures as specified in the plan. Remove only trees and ground cover necessary to
install these devices.
5. Notify the NC DEQ site inspector after measures have been installed and project has
started.
6. Begin demolition, clearing, grubbing and grading of site in accordance with the approved S&E control plan.
7. Provide all disturbed areas with ground cover as per ground stabilization table or after compI tion
of any phase of clearing, grubbing or grading. The seeding seedbed preparation, mulch and%Por
rolled erosion control product Insfallation must be in accordance with the seeding schedule provided
in this S&E plan.
8. At the conclusion of building or if land -disturbing activity is stopped temporary or permanent
vegetative cover shall be installed In accordance with ground stabilization table. If required Include excelsior matting.
9. Remove all erosion control measures after the NC DE(� office approval of permanent
stabilization.
GENERAL NOTES:
1. All Stockpile
areas shall be a minimum
of 100' away from surface waters and inside the perimeter EC Measures.
2. All Concrete
Washout areas shall be a
minimum of 100' away from surface
waters and inside the perimeter EC Measures.
3. If an offsite
soil spoil or borrow site is
utilized, then the disturbed area for
the spoil/borrow site must be included in the
land -disturbance plan and permit unless the spoil/borrow site already has
a land -disturbance permit.
SUCTION
SILTANCE
NOT TO SCALE
I
m
..1
aY�nr�n n nr�n n Yir�n�nr�n n n
COMPACTED
BACKFILL MIN. 8" FILTER FABRIC-
METAL POST FILTER FABRIC -
THICK LAYER OF
GRAVEL.
EXTENSION OF FABRIC
14"
AND WIRE IN70 TRENCH
"^---
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i
.
WIRE
0%0m
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V-TRENCHJ
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S/LTFENCEOUTLET
NOT TO
12" OI
n00000;�r
�.�I■■del
i
i
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
MAINTENANCE.
INSPECT 774E BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT AS NECESSRY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
SUBSEQUENT RAINS WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND
EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING 774E DISTURBED AREA TO
'ROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL
3ARE AREAS AROUND THE INLET.
M,819WRECLOF//�
MldyEL /NLETPROTECT/ON
NOT TO SCALE
\ .W.WWWWW.
INSERT DISCHARGE
HOSE B INTO BAG / W .
DEWATERING
BAG
II-III-1 I 1-1 I I . .W. .W. . .W.W.W. . . W.W.W..
. "_ . .
El I
I '-I
Installation and Use:
1. Place Dewatering Bag on the ground or on a trailer over a relatively level,
stabilized area.
2. Insert discharge pipe a minimum of 5ft. inside dewatering bag and secure
with a rope wrapped 6 times around the snout over a 6 inch width of the
bag.
3. Replace Dewatering Bag when half full of sediment or when the sediment
has reduced the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from waterways or
environmentally sensitive areas. Slit open Sediment Bag and remove
accumulated sediment. Dispose of bag at an appropriate recycling or solid
waste facility. OR; as directed by engineer or inspector.
DEWATERING BAG
SCALE
N.T.S.
FENCE
CONS TRUC RON SPECIFI CA TIONS:
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD OR EXTRA STRENGTH
SYNTHETIC FILTER FABRICS
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
J. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET
MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD 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 A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF
8 FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24 INCHES.
6. EXTRA 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 MINIMUM 50
POUND TENSILE STRENGTH.
7. EXCAVATE A TRENCH APPROXIMA TEL Y 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND 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
MAIN TENANCE:
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 TO 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.
CONS TRUC RON SPECS:
1. CLEAR & GRUB THE AREA AROUND THE SILT FENCE
OUTLET AND PROPERLY DISPOSE OF DEBRIS.
2. PLACE GRAVEL TO THE SPECIFIC GRADE AS SHOWN
PER THE DETAIL.
J. PROPERLY OVERLAP STONE BEYOND EDGES OF SILT
FENCE OPENING.
I/�r�01Al
INSPECT OUTLETS WEEKLY AND AFTER EACH RAIN EVENT.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR AS NEEDED. CAREFULLY CHECK OUTLETS
FOR EROSION AND REPAIR IMMEDIA TEL Y. ENSURE THERE
IS NO SCOURING APPARENT DOWNSTREAM OF OUTLET
IMMEDIA TEL Y STABILIZE ANY AREAS THAT NEED REPAIR.
STAKE (TYP)
• • 14'
10 MIL PLASTIC
LINING
F14'-I
671P
L (2 PER BALE) SILT FENCE
0 MIL PLASTIC LINING STRAW BALE
METAL STAKE (2 PER BALE)
11
PLYWOOD PAINTED WHITE
BLACK LETTERS 6" TALL
CONCRETE
WASHOUT WOOD POST
T GROUND LEVEL
CONSTRUC77ON SPECIFICATIONS.•
1. CONCRETE WASHOUT SIGN SHALL BE INSTALLED NO FURTHER THAN 25' FROM THE
FACILITY AND SHALL BE VISIBLE TO ALL CONSTRUCTION TRAFFIC.
2. POLYETHYLENE SHEE77NG SHALL BE 10 MILS FREE OF HOLES, TEARS, OR LEAKS.
MAINTENANCE:
FACILITY SHALL NOT BE FILLED MORE THAN 12" FROM THE TOP BEFORE DISPOSING OF
CONCRETE. CONCRETE SHALL BE DISPOSED OF IN THE SAME MANNER AS OTHER
NON-HAZORDOUS MATERIALS FROM THE SITE OR MAY BE BROKEN UP AND USED AS
FILL IN NON-STRUCTURAL AREAS.
A9MRET,FAWNW WAS11911T
NOT TO SCALE
EXCELS/ONA4TT/NC
NOT TO SCALE
FLOW
TURNDOWN NETTING
MINIMUM BURY 6" AND
y
STAPLE EVERY 1 FT, JUST
%
BELOW ANCHOR SLOT.
FLOW
OVERLAP NETTING
MINIMUM OVERLAP 18"
7I
AND STAPLING EVERY
18„
1 FT THROUGH BOTH
LAYERS.
TYPIC/ L STAPLE
USE 6 GAUGE WIRE
or
GENERAL NOTES.-
1. Apply seed, and tack with rs or crs liquid emulsified asphalt
at a rate equal to 10 gal. per 1000 s. f. Cover wlexcelsior
matting.
2. Staple every 24" along perimeter edges and overlaps. Staple
every 36" to 48" randomly to secure netting.
J. Roll out netting in the direction of water flow. Do not
stretch.
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2/7/2020
EROSION
CONTROL DETAILS
[HORZ.
VISIONS
O. 2019-059
LE: 1" = 50'
LE: 1" = 5'
D- 01
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

INFI
STF
PVC END CAP
SArINy1ER SE,VINF/VTRUSIAV
NOT TO SCALE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
PERSP,WAY,E 4/1W
NOT TO SCALE
PVC ELBOW
PVC END CAPJ / \- PVC PIPE
PVC TEED 1/2" HOLES IN
UNDERSIDE
SCHEDULE 40 PVC
PIPE
FLEXIBLE -\
HOSE
O
PVC
PIPE
END VIEW FRONT VIEW
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
SCHEDULE 40 PVC
PIPE
-ORIFICE PLATE
PVC TEE
.Z:l.
BOTTOM SURFACE
EMERGENCY
SPILLWAY
INFLOW BAFFLES 1' FREEBOARD
STRUCTURE --'11� EMBANKMENT
DEWATERI- / \ 1� o i ��
ZONE 6" MIN. INVERT ELEVATION OF � EMERGENCY
'�-�.EMERGENCY SPILLWAY SPILLWAY
FILTER FA
SEDIMENT 7STO!
ZONE CROSS-SECTION VIEW
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS.-
1. Clear, rub and strip the area under the embankment of all vegetation and root mat. Remove all surface soil
9 P 9
containinghigh amounts of organic matter and stockpile or dispose of itproperly. Haul all objectionable material to
9 9 P P J
the designated disposal area. Place temporary sediment control measures below basin as needed.
2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other
objectionable material. Place the fill in lifts not to exceed 9 inches and machine compact it. Over fill the
J � P
embankment 6 inches to allow for settlement.
J. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by
excavating a shallow pit under the skimmer or providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth foundation of impervious soil. Do not
use pervious material such as sand, gravel, or crushed stone as backfill around the pipe. Place the fill material
around the pipe spillway in 4-inch layers and compact it under and around the pipe to at least the same density as
PP P y y P PP y
the adjacent embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction
equipment. In no case should the pipe conduit be installed by cutting a trench through the dam after the
embankment is complete.
5. Assemble the skimmer following the manufacturers instructions, or as designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe.
Attach the flexible joint to the barrel pipe and position the skimmer over the excavated pit or support. Be sure to
attach a roe to the skimmer and anchor it to the side of the basin. This will be used to pull the skimmer to the
P
side for maintenance_
7. Earthen spillways Install the spillway in undisturbed soil to the greatest extent possible. The achievement of
planned elevations, grade, design width, and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or impermeable geotextile fabric. The fabric must
be wide and long enough to cover the bottom and sides and extend onto the top of the dam for anchoring in a
trench. The edges may be secured with 8-inch staples or pins. The fabric must be long enough to extend down the
slope and exit onto stable ground. The width of the fabric must be one piece, not joined or spliced; otherwise water
can get under the fabric. if the length of the fabric is insufficient for the entire length of the spillway, multiple
sections, spanning the complete width, may be used. The upper section(s) should overlap the lower section(s) so the
water cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench with staples or pins.
8. Inlets - Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions
with outlet protection to divert sediment -laden water to the upper end of the pool area to improve basin trap
efficiency. 9. Erosion control -
Construct the structure so that the disturbed area is minimized. Divert surface water away from
bare areas. Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and
all other disturbed areas above the crest of the principal spillway immediately after construction.
10. Install porous baffles as specified.
11. After all the sediment -producing areas have been permanently stabilized, remove the structure and all the unstable
sediment. Smooth the area to blend with the adjoining areas and stabilize properly.
MAINTENANCE.•
Inspect skimmer sediment basins at least weekly and after each significant (one-half inch or greater) rainfall
event and repair immediately. . Remove sediment and restore the basin to its original dimensions when sediment
P
accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the sediment
underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or
the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the
skimmer bob up and down and dislodge the debris and restore flow. If this does not work, pull the skimmer over
to the side of the basin and remove the debris. Also check the orifice inside the skimmer to see if it is clogged,
if so, remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a
plumbers snake or by flushing with water. Be sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of
the spillway. Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the
skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special precautions should be taken in the winter
to prevent the skimmer from plugging with ice.
SEDIMENT BASIN
SCALE: N.T.S.
SUPPORT ROPE TO SUPPORT POST, STAKE TO
STAPLED, OR TRENCHED INTO
BOTTOM OR SIDE
SED BASIN BAFFLES
SCALE: N.T.S.
SEE EROSION CONTROL PLAN
FOR ACTUAL PIT DIMENSIONS
CLEAN -OUT
.•
��. ,�
'•f
%W e N
���. ��
SET CLEAN -OUT �
'\1
STAKE AT 112
5'
PIT VOLUME
1: 1
U
"'-1I1-'' FILTER FABRIC
CROSS
SEC TION
OVERFILL 6"
DESIGN
11
`L
FOR SETTLEMENT
SETTLED TOP
- ____-_____.______-_ _______
��
��� SEE EROSION CONTROL PLAN
- - ` FOR ACTUAL PIT DIMENSIONS __
- 1/;',
in
�\ 4' MIN. X-,01
,�,
"I
I-- -2.1 SIDE
1\11 ./��//\�/��//I JS SLOPE MAX.
K Ile,
\ ga�/�,
/
1: 1 SIDE
%
FlL TER FABRIC � \
-SLOPE MAX.
III -III III III 11" 3' MIN. "; I I I I I„� I I, III III III .III
- -Ill, III=III- II -III .III; ,III- III:
'I : jII
STONE SEC TION
EMERGENCY
BY-PASS
6" BELOW
SETTLED
TOP OF DAM
-III==1-=
II III I
I I II I II ,. I I I- '1'r
III='
NA TURAL
GROUND
Site Plan Notes
1. Contractor to provide full water service to site including meter, setting, and connection fees in his
bid.
2. The Site Contractor is to assume responsibility for all water and sewer utilities from a point 5'
outside of the building to the point of public connection.
3. Contractor to furnish all paint striping.
4. Owner to purchase or lease dumpsters & recycle bins. These will not be provided by City.
5. A Geotechnical Investigation was prepared for this project. Contractor is responsible for digging site,
if desired prior to bid. Contact Engineer at 252.459.8196 at least 48 hours prior to want to gain
access. Contact Denny Muyres to obtain copy of Geotech Report ® [phone]
6. All site plumbing is to meet the NC State Building Code, Volume II, Plumbing.
7. Water service lines to be HDPE 1 1/4 inch w/1 inch meter and backflow preventor.
8. Sewer services to be PVC, service weight. Minimum grades for 4-inch lines
to be 2.08-percent.
9. Pressure reducing valve, if needed, to be located in building and is not Site Contractor's responsibility.
10. Provide handicap signs, markings and ramp per the details.
11. All signs, pavement markings, and other traffic control devices are the Site Contractor's responsibility
and shall conform to: Manual on Uniform Traffic Control Devices, current edition, as amended; ADA
guidelines; and, ANSI A117.1.
12. All dimensions are to face of curb unless indicated otherwise. Staking plan coordinates are to back
of curb.
13. Contractor shall coordinate installation of all signs, pavement markings, and other traffic control
9 P 9
devices with other Contractors on the site.
14. Contractor shall saw -cut to provide smooth transition at tie-in to existing edge of pavement when
applicable.
15. Do not pour any concrete before forms are inspected and approved by Engineer/Owner.
16. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in
Construction" issued by AGC of America, Inc., and the Safety and Health Regulations for Construction
issued by the U.S. Department of Labor.
17. Storm drainage pipe is to be Class III reinforced concrete meeting ASTM C-76, latest revision.
18. All handicap ramps are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed
in Federal Register, Vol. 56, No. 144, dated July 26, 1991, rules and regulations activated January 26,
1992, latest revision. Also, refer to North Carolina State Building Code Volume 1-C, "Making Buildings
and Facilities Accessible To and Useable b the Physically Handicapped", 1991 latest edition and ANSI
Y Y Y PP •
A117.1 current edition as amended.
Parking, Roadway and Building Subgrade Preparation
1. Subgrade on Precompacted Original Soil
a. Remove all the topsoil and all questionable organic soil and extend a minimum of four (4) feet beyond
the outside edge of the pavement. Stockpile all topsoil that is free from trash and debris for re -use.
b. Precompact the exposed grade with a vibratory roller weighing a minimum of ten (10) tons (static load)
or equal to stabilize the initial settlement of the top strata of the soil. The stability of the subgrade will
be considered adequate when the total settlement after the last four (4) complete passes by the vibratory
roller does not exceed 1/8". Any area that settles excessively and fails to stabilize under continued
rolling should be further undercut and replaced with properly compacted select granular fill.
2. Subgrade on Certified Compacted Fill
a. Prepare the site following the same procedures as outlined in Items 1 and 2 above.
b. Using the same compaction equipment as outlined above, compact new fill soil in +/-8-inch layers to
a minimum 98-percent of the maximum dry density at its optimum moisture content in accordance with
the Standard Proctor Method, ASTM Standard D 698-78 and field controlled in accordance with ASTM
Standard D 2167-84, or equal. The top one (1) foot of the prepared fill subgrade should be compacted
to 100-percent of the maximum dry density using the Standard Proctor Method.
c. The end of the fill should be terminated at the minimum slope of two (2) horizontal to one (1) vertical
measured from three (3) feet beyond the outside edge of the pavement to the toe of the fill. The fill
soil is to be select granular soil weighing a minimum of 110 pcf at its optimum moisture content.
Gospel Notes
The following notes do not represent the belief of any municipality, government organization, or client of
Stocks Engineering. The detail is included to show the foundation of Stocks Engineering and its employees.
Our prayer is that through the truth outlined below you will clearly see what it means to have a
personal relationship with Christ.
1. GOD'S LOVE
God loves you and he created you to know him personally.
He has a wonderful plan for your life.
John 3:16 "For God so loved the world
that he gave his only son, that whoever believes
in him shall not perish but have eternal life."
What prevents us from knowing God personally?
2. OUR CONDITION
People are sinful and separated from God, so we cannot
know him personally and experience his love and plan.
Romans 3:23 "For all have This diagram ilustrates that God
sinned and fall short of the is Holy and people are sinful. A
glory of God." great gulf separates the two. The
Romans 6:23 "For the wages arrows illustrate people continually
of sin is death" (Spiritual trying to reach God through our
separation from God) F116-1=1
- own efforts, but we inevitably fail.
There is only on way to bridge this gulf...
3. GODS RESPONSE
Jesus Christ is God's only provision for sin, through Him alone we can know God personally and
experience his love and plan.
Romans 5:8 "But God dem- - -_
onstrated His own love for -III This diagram ilustrates that God
us in this: While we were still has bridged the gulf that sepa-
sinners, Christ died for us. RI rates us from Him by sending
John 14:6 Jesus answered, His son, Jesus Christ, to die on
'I AM the way the Truth and the cross in our place to pay
the Life. No one comes to I = - the penalty for our sins.
the Father except through me'. - - -
PEOPLE
It is not enough just to know these truths...
4. OUR RESPONSE
We must individually receive Jesus Christ as Savior and Lord; only then can we know God personally
and experience His love and plan.
These two circles represent two kinds of lives...
Ephesians 2:8-9 "For it is
by grace you have been
saved, through faith - and
this is not from yourselves, SELF
it is the gift of God - not
k'
by works, so no one can ? SELF
boast."
John 1:12 "Yet to all who Self -Directed Life Christ -Directed Life
received Him, to those who Self is in the center Christ is in the center
believed in His name, he gave and on the throne; and on the throne;
the right to become children Christ is outside. self yeilds to Christ.
of God."
Which circle best represents your life?
Which circle would you like to have represent your life?
You can receive Christ right now by faith in prayer.
"Lord Jesus, I need you. Thank you for dying on the cross for my sins. I open the door to my life and
receive you as my Savior and Lord. Thank you for forgiving my sins and giving me eternal life. Take
control of the throne of my life. Make me the kind of person you want me to be."
If this prayer expresses the desire of your heart, then you can pray this prayer and Christ will come into
your life as he promised.
For more information on what it means to have a relationship with God, or if you have any questions
or prayer requests please submit them to [e-mail], call us at 252.459.8196, or
visit our web site, www.stocksengineering.com
Grading Notes
1. Site Contractor to inform General Contractor to verify finished grade at building before digging footings.
Some portions of the building foundation wall may, of necessity, need to retain building pad fill to allow
exterior grades to be dropped. In this case, step footings may be necessary to achieve the desired grade
variations.
2. New finished contours shown are top of future paving in areas to receive pavement and top of topsoil
in areas to be seeded or sodded.
3. Areas outside of the parking lot perimeters shown to be seeded shall receive 4 inches of topsoil. This
topsoil to be placed and leveled by the Contractor.
4. Dimensions on buildings are for grading purposes only and are not to be used to lay-off footings. See
Architectural Plans.
5. Contractor shall notify and cooperate with all utility companies or firms having facilities on or adjacent
to the site before disturbing, altering, removing, relocating, adjusting or connecting to said facilities.
Contractor shall raise or lower tops of existing manholes, as required, to match finished grades.
6. All catch basin grate and frames are to be Vulcan or approved equal. Verify that dimension heights on
castings are not exceeded in critical areas before ordering substitute castings.
7. All areas not covered by an impervious surface or landscaped planting beds are to be grassed.
8. Unusable excavated materials and all waste resulting from clearing and grubbing shall be disposed of
off -site by Contractor.
9. All excavation is unclassified and shall include all materials encountered.
10. Before any machine work is done, Contractor shall stake out and mark the items established by the
Site Plan. Control points shall be preserved at all times during the course of the project. Lack of proper
working points and grade stakes may require cessation of operations until such points and grades have
been placed to the Owner's satisfaction.
Concrete Notes
1. All construction placing, pouring and curing concrete is to conform to the latest edition of ACI 318.
P 9� P 9 9
2. All reinforcing steel is to be cold cut and bent in conformance with the latest edition of ACI 318 and
ASTM A-615.
3. Portland Cement Concrete shall have a minimum 28-daycompressive strength of 4 000 PSI or noted a
P 9 ( )•
non -vibrated slump between 2.5 and 4-inches, a minimum cement content of 545 pounds per cubic yard, an
air entrainment of 5-7-percent and a maximum water -cement ratio of 0.545 in accordance with Class B
concrete as described in the NCDOT Standard Specifications for Roads and Structures unless otherwise
specified.
4. Do not use chloride in any concrete which has reinforcing steel or wire fabric.
5. Reinforcingsteel shall meet ASTM A-615 Grade 60. Welded wire fabric shall meet ASTM A-185. Tie wire
•
shall conform to ASTM A-82.
6. La welded wire fabric a minimum of one mesh. La all bars a minimum of 24 inch. Alternate adjacent bar
P P 1
splices a minimum of 48".
7. Use only approved chairs with sand plates to support reinforcing on grade.
8. All crossings of reinforcement are to be tied. Supports for reinforcing to hold bars against movement
during pour and finish operation. Supports for reinforcing bars to be a minimum of 48 inches apart.
9. Concrete shall be only plant -mixed, transit -mixed or ready -mixed concrete. The time elapsing from
mixing to placing the concrete shall not exceed ninety (90) minutes.
10. Concrete shall not be deposited on frozen subgrade and shall not be poured when the air temperature for
the succeeding 24-hour period is less than 32 degrees F.
11. All concrete when placed in forms shall have a temperature between 50 degrees F and 90 degrees F and
shall be maintained at a temperature of not less than 50 degrees for at least 72 hours for normal concrete
and 24 hours for high early strength concrete.
12. Do not place fresh concrete during summer on a dry subgrade. Moisten subgrade before placing concrete.
13. Subgrade is to be firm, free of water and/or silt and undisturbed or compacted properly. Consult
Engineer if soft or yielding subgrade is encountered for improvement directions. If ground water is entering
subgrade, consult Engineer for instructions.
14. Areas of concrete to be removed shall be saw cut before removing. The saw cut shall provide a smooth,
straight edge approximately two (2) inches deep before breaking away the adjacent concrete.
15. Immediately after the forms have been removed and all honeycombed areas are repaired, backfill to
prevent underwash.
16. Brooming of the concrete surface shall be done transverse to the direction of traffic for all pedestrian
areas.
17. Joint spacing shall be no less than 8-feet. Where existing sidewalks are being widened, transverse joints
shall be located so as to line up with existing joints in the adjacent existing sidewalk. Grooved joints shall
not be sealed.
18. Concrete Sub shall be responsible for all score joints and expansion joints. A preliminary score joint
pattern and expansion joint pattern shall be submitted to the project engineer for review prior to pouring
concrete.
19. Expansion joints shall be one-half (1/2) inch in width and shall be placed between all rigid objects at a
distance of no more than thirty (30) feet apart and shall extend the full depth of the concrete with the top
of the filler one-half (1/2) inch below the finished surface.
20. The edges of the curb/sidewalk shall be finished with an approved edging tool one-half (1/2) inch radius.
Joints shall be similarly finished immediately after templates have been removed.
21. Saw control joints as soon as fresh concrete will retain coarse aggregate against the sawing action.
22. Contractor SHALL NOT POUR any concrete before forms are inspected by the project engineer and/or the
owner. Any concrete that has not been approved by the engineer and/or owner will be the responsibility
of the contractor.
Concrete and Asphalt Testing
Portland Cement Concrete Testing Requirements
Initial Test: The initial test (from first ready -mix truck) is to be taken after the second cubic yard is
dispensed from the mixer and is to consist of the following:
1. One slump test
2. Three cylinders pulled, prepared and stored on -site for 24 hours
3. Temperature recording
Subsequent Tests: After the above tests are pulled from the initial truck, every 5th truck thereafter is to be
tested in the same manner as noted above.
Asphalt Concrete Testing Requirements
Compaction: Testing for asphalt density is to follow NCDOT "Standard Specifications for Roads and Structures",
Section 609-9, "Field Compaction Quality Management," latest revision.
Thickness: The minimum frequency of coring for thickness testing shall be on the basis of test sections
consisting of not more than 1500 linear feet of lay down width, exclusive of intersections and irregular
areas. The test sample is to be a 6-inch cored sample. The sample is to be numbered and logged for
identification purposes.
Contractors Quality Control System: Follow NCDOT "Standard Specifications for Roads and Structures",
Section 609-5, "Contractor's Quality Control System," latest revision.
Mixture and Job Mix Formula Adjustments: Follow NCDOT "Standard Specifications for Roads and Structures",
Section 609-4. "Field Verification of Mixture and Job Mix Formula Adjustments", latest revision.
General: All other applicable sections of Section 609 of the NCDOT "Standard Specifications for Roads and
Structures" shall apply relating to Quality Control Plan, mix design, control limits, corrective action,
equipment and measurement.
Testing Cost: Site Contractor is responsible for cost of testing.
Sewer Notes
1. No Sewer line installation shall take place until an approved Site Plan has been issued.
2. Sewer Pipe:
a. SDR-35 SMOOTHWALL: Pipe shall conform to ASTM D-3034 Type PSM, SDR-35.
3. Pipe bedding shall be Class B modified (i.e. stone to top of pipe).
4. Any well pointing, dewatering, etc. needed during sewer construction is to be included in the cost of
the line laid. Utilize select fill from on -site for trench borrow when needed. If material of a select
nature is not available, bring in from off -site.
5. The minimum clearances for water, sewer and storm drainage lines shall be as follows:
Between Horizontal Vertical
Water and Sewer 10' 18" w/water
above sewer
Water and StormDrainage - 12" w/water above
storm drainage
Sewer and - 24" w/storm drainage
Storm Drainage above sewer
6. The Contractor shall make arrangements with the local utility authority when connecting to existing
manholes or mains.
7. Location, size and invert elevations of clean outs shown on "private" services are to be coordinated
with the approved Plumbing Plans for the building. All plumbing is to meet the requirements of the NC
State Building Code, Volume II, Plumbing, latest revision.
8. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. All
sedimentation control measures shall be kept in operable condition until a stand of grass is established
and the area is capable of resisting erosion by wind and rain. All erosion control measures shall be
removed when authorized by the Engineer after the completion of the project.
9. All excavated wood and rocks shall be disposed of offsite by the Contractor. Bury will not be
permitted onsite.
10. Contractor shall take proper precautions not to disturb existing property corner markers. All
disturbed property corner markers shall be replaced by a Registered Land Surveyor.
11. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt
fence shall be included in total base bid.
12. Manholes or Wetwells qualify as "confined" and require compliance with OSHA "Confined Access
Entry" requirements. Certified equipment, proper notification and other applicable equipment and or
devices may be necessary to protect workers, after system is operational, from hydrogen -sulfide gas
build-up or an otherwise oxygen -less environment.
13. The contractor shall provide to Engineer, upon completion of water and sewer construction, record
drawings of the sewer installation specifically showing/depicting any deviations from the permitted plans.
Plans are to be marked surveyed and submitted to Engineer. The final payment request will not be
submitted to the owner nor will a "certificate of substantial completion" be issued until these "surveyed
plans" have been completed and received by the Engineer.
14. Utility contractor is responsible for notifying local authority of time and date he plans to commence
construction.
15. Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition.
Drives shall be repaired within 7-days of open cut.
16. All Sanitary Sewer shall be in accordance to Town of Clayton Standards and Specifications.
17. All Frames and Lids to receive a bituminous coating.
Water Notes
1. No existing valves and fire hydrants shall be operated without the explicit permission from the Public
Utility Owner. The contractor shall make arrangements with the local utility authority prior to connecting
to existing mains.
2. Contractor shall seed, mulch, and tack all disturbed area within 7 days after backfilling trench. All
sedimentation control measures shall be kept in operable condition until a stand of control measures
shall be removed when authorized by the Engineer after the completion of the project.
3. All excavated wood and rocks shall be disposed off -site by the Contractor. Bury will not be
permitted on -site.
4. Water line crossing existing asphalt pavement shall be installed by the Open Cut method.
5. Where lines cross gravel/asphalt driveways, Contractor is to restore driveways to the original condition.
Drives shall be repaired within 7-days of open cut.
6. Contractor shall take proper precautions not to disturb existing property corner markers. All
disturbed property corner markers shall be replaced by a Registered Land Surveyor.
7. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and silt
fence shall be included in the total base bid.
8. Utility contractor is responsible for notifying local authority of time and date he plans to commence
construction.
9. Any well pointing, dewatering, etc. needed during construction shall be the responsibility of the
contractor. Trench borrow needed during construction shall be included in the cost of the line laid,
unless otherwise specified.
10. Valve box to be 3 piece telescopic with concrete collar when not in pavement.
11. The contractor shall provide all the material and appurtenances necessary for the complete
installation of the utilities. All pipe and fittings shall be inspected prior to being covered.
12. Lines shall be flushed thoroughly to remove all dirt and debris. Chlorine shall be applied to all water
lines in sufficient concentration to leave an overall residual of 50 ppm. The chlorinated water shall
remain in the lines for 24 hours at the end of which time the chlorine residual shall be at least 10
ppm. The lines shall then be flushed until there is normal chlorine residual present and samples shall
be collected for bacteriological analysis.
13. The contractor to conduct bacteriological testing of water lines, which have successfully passed
hydrostatic testing and have been disinfected in conformance with AWWA Standards. This procedure
requires (5) days to complete.
14. No contractors are authorized to use un-metered water during construction. All pipe and
appurtenances shall be thoroughly cleaned prior to placement. Pipe shall be laid with straight lines and
even grades and all joints shall be perfectly fitted. During periods when pipe is not being laid, open
ends shall be securely blocked.
15. All excavation is unclassified and shall include all materials encountered.
16. All concrete used for blocking and concrete collars is to be minimum 3,000 psi at 28 days, air
entrained.
17. Contractor shall saw -cut to provide smooth transitions where existing asphalt is to be removed.
General Notes:
1. This Ian must be approved b Spring Hoe prior to construction of an street water,
P PP Y P 9 P P Y •
storm drainage or other site improvements on this plan.
2. All improvements shall conform to Spring Hoe Standards and Specifications or NCDOT as applicable.
P P 9 P P PP
3. Disturbed area is greater than 1 acre and formal Sedimentation & Erosion Control Ian approval is
9 P PP
required as a condition of construction Ian approval. Measures shown on the
q P PP
approved Erosion & Sedimentation Control Plan should be regarded as minimum
requirements; additional measures shall be put in place as needed to insure that no sediment is released
from the site.
4. The General Contractor is responsible for installing and maintaining all measures necessary to ensure that
all sediment is contained on -site.
5. Omitted.
6. Stormwater detention and nutrient management has previously been approved and addressed.
9 P Y PP
7. Water and sewer service fees are due on this site prior to setting of taps or meters. Contact
the Spring Hope for payment information.
8. Contractor shall make arrangements with the local utility authority for connection to existing mains.
Do NOT operate any existing valves without permission of Spring Hope.
9. Water meters supplied by contractors shall contain encoder register and module for radio transmitted
meter reading per Spring Hope Standard.
10. For the installation of electrical services, location of pad -mounted transformer if needed and to
coordinate electrical temporary service, contact Duke Energy.
11. Any relocation of existing utilities will be at the cost of the General Contractor. The Town will not accept
responsibility for damages to curb and gutter or street improvements if installed prior to underground
services, nor will the Town absorb the cost for pavement patching, damages to landscaping or borings to
install underground services.
12. Contractor shall be responsible for all work zone traffic control in or adjacent to ROW. All
signs, pavement markin s and other traffic control devices shall conform to the Manual on Uniform
Traffic Control Devices ?MUTCD), latest edition as amended.
13. Fire Protection water supply system including fire hydrants, shall be installed and in service prior to
recording the subdivision, or, if no subdivision is involved, shall be installed prior to the placing of
combustible building materials for structures or combustible pre -tested fabricated building assemblies on
the project site or utilizing them in the construction of building structures. If phased coordination is
planned, coordinate installation of the fire protection water system is permitted.
14. Fire department vehicular access to all structures under construction shall be provided at all times.
In areas where ground surfaces are soft or likely to become soft, hard all weather surface roads shall be
provided and maintained.
15. Omitted.
16. Commercial property Address Numbers shall be a minimum of ten (10) inches in height with a
minimum stroke width of one (1) inch. These numbers shall contrast with their background and shall be
Arabic style numerals.
17. Address Numbers must be posted on the front of the structure nearest to the main entrance in a
position to be plainly legible, visible and unobstructed from the street or road fronting the property.
18. Any change or deviation from this plat, prior to or during construction, will cause addressing and/or street
names to be re-evaluated with possible subsequent change.
19. Plans are based on an actual field survey performed by FREELAND SURVEYING, P.C.
Reference horizontal datum is NAD 83, reference vertical datum is NAVD 88.
20. Contractor to verify all building dimensions and/or location(s) with architectural drawings before
beginning construction. If discrepancies are found cease construction and consult the architect and civil
9 9 P •
site engineer for resolution.
21. Omitted. 22. All HVAC equipment shall be screened from the view of all public street rights -of -way
way for their entire
length along those streets, except for necessary access.
23. For the installation of gas services, contact Public Utilities.
24. The customer is required to provide an outside lockable disconnect.
25. Right -of -Way Easement must be signed prior to installation of utilities.
26. Call NC One Call Center at [phone] before digging to locate existing utilities.
27. If overhead primary electric lines are present, mature tree height shall not exceed 15 feet.
28. Copies of all permits and approved plans must be kept on site in a permit box that is conspicuously
located and easily accessible during construction. This includes approved construction plans, approved
erosion control plans, encroachment agreements, driveway permits, water/sewer permits, etc.
29. Plan approval is valid for two (2) years from approved date.
Drainage Notes
1. Boxes may be reinforced masonry, masonry, precast concrete or cast -in -place reinforced concrete.
2. The maximum height of an un-reinforced masonry drainage structure with 8" walls shall be limited to 8' -
0" from invert of the outlet pipe to the top of the casting. Depths greater than 8' - 0" shall have walls 12"
thick. Basins over 12' in total depth shall be designed by a NC Professional Engineer. 4? walls are not
allowed on drainage structures.
3. Steps are to be provided on all basins deeper than 42".
4. Steps are to be PS1-PF as manufactured by M. A. Industries or an approved equal. Locate on non -pipe
walls.
5. Mortar in masonry boxes is to be type M.
6. Clay brick structures are not allowed.
7. Concrete pipe is to be minimum Class III reinforced concrete meeting ASTM C-76, latest revision.
8. Concrete building brick is to meet ASTM C-55, Grade N, Type 1.
9. All iron castings are to be drilled and lagged to the drainage structure. The drainage structure as well is
to be drilled.
10. All cast -in -place or precast concrete drainage structures located in paved areas accessible to truck
loadings to be designed to meet AASHTO HS 20-44 loading. See manufacturers details for wall, top and
bottom thickness.
11. All frames, grates, and hoods to receive a bituminous coating.
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SITE NOTES
AND DETAILS
[HORZ.
EVISIONS
N0. 2019-059
ALE: 1" = 50ALE: 1" = 5'
902
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5

1. RODS SHOULD EXTEND TO TOP OF PIPE CROWN,
2. X x Y MUST EQUAL THE SQUARE FOOTAGE OF THE BEARING AREA AS SHOWN
IN THE TABLE BELOW,
TEE
A
B
C
6'x 6'x 6'
2'- 0'
1'- 0'
1'- 0'
BEARING SURFACE AREA FOR VALVE FOOTINGS
8'x 8'x 6'
2'- 0'
1'- 0'
1'- 0'
8,x 8,x 8'
2'- 4'
11- 0'
1' 6'
VALVE SIZE 4' 6' 8'
12'x 12'x 6'
2'- 4'
11- 0'
V- 6'
12'x 12'x 8'
2'- 6'
11- 0'
V- 6'
QUICKSAND, POOR SOIL (1000psf) 3 7 12
12'x 12'x 12'
2'- 8'
1'- 6'
V- 10'
GRAVEL, COURSE SAND (1600psf) 2 5 8
SOFT CLAY (2000psf) 2 4 6
FAIRLY DRY CLAY, CLEAN DRY SAND (4000psf) 1 2 3
--------------
CONCRETE THRUST BLOCK
DRY CLAY, COMPACT SAND (8000psf) 1 1 2
7_____________
AT ALL 45' BENDS
POOR ROCK (10,000psf) 1 1 2
3. COAT EXPOSED STEEL RODS AND CLAMPS WITH BITUMININOUS BASE PAINT,
A I 2500 PSI CONCRETE
I CLASS B REQUIRED
GRADE 3'- 6' MIN.-
/ ABOVE TOP OF PIPE
I SECTION
__.I
U L_
2.1 TRENCHING 8c BLOCKING OF TEES
NOT TO SCALE
8" DIP -
ST COLLAR
3/4" THREADED STEEL RODS.
(MIN. 2 REQUIRED)
5'
MIN.
GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE
COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT BENDS.
2.2 VERTICAL BEND DETAIL
NOT TO SCALE
NOTES,REINFORCING
REQUIREMENTS
D. PIPE
REBAR 512E
'X• BAR LENGTH
'Y' HAR LENGTH
NG REOD.
1. SEE CONSTRUCTION
SPECIFICATIONS
6 BACKFILL TAMP IN 6'
LAYERS.
NOMINAL
TRENCH
6'- 36•
#5
2'- 2' . O.D. PIPE
I'- 1'
X-24, r712
DIAMETER
A
B
C
WIDTH
48•
#6
3'- O' . OR PIPE
1' 3'
X-24, Y-l2
& BLOCKSEE LLOCATION&ANS FOR ��T
7 ONE FULL �J JOINT OST F PIPAR E.
6'
I'- 4'
I'- 0'
1'- 2'
2'- 6'
a CONCRETE SHALL ?5DO
& LAST JOINT OF PIPE WITH
8'
I'- 6'
I'_ D•
1._ 4x
'2._ Bx
THRUST COLLAR AND THRUST BLOCK SOIEOLLE
P.S.I.IIRUST
COLLAR TO BE
MECHANICAL JOINT PIPE.
12'
2'- 2'
V- 0'
2'_ 2'
3•_ 0•
LD PIPE
'A' 'B• 'C', 6'- 16', 20'- 24'. 30'- 36, 48'
4, REINFORCING BARS SHALL
16'
3'- D'
1'- D'
2'- B'
3'- 4'
6•- 36•
V- 4'
V 7•
E' 3' 4•
-
IOGDE OR D, ANO TIED
&POMACE G 4' FROM PLUG END
F PIPE.
20'
4'- 0'
1'- 6'
3'- 0'
3'- 8'
48•
1'- 8'
1'- 9•
- - -
6•
24'
5'- 0'
2'- 0'
3'- 6'
4'- 0'
WIDTH
S IN min of THRUST
30'
6'- 6'
2'- 6'
41- 2'
4'- 6'
BLOCKKSI INSTALLATION
BE THE MINIMUM
�TTH.
GRADE 3'- 6' MIN.
ABOVE TOP OF
PIPE
m
9
L)
2500 PSI CONCRE
cf-rTTnm CLASS B REQUIRE
2.6 TRENCHING BLOCKING OF
45° BENDS
NOT TO SCALE
NOTES:
1. PAVEMENT REPAIRS SHALL HAVE 6" COMPACTED H-BINDER AND 2" TOPPING OF 1-2 MIX
2. TRENCH IS TO BE BACKFILLED IN 6" LIFTS AND COMPACTED TO 95% STANDARD
DENSITY AS DETERMINED BY AASHTO TEST METHOD T-99 OR ASTM D-698 BEFORE
PAVEMENT REPAIRS ARE MADE.
3. COMPACTION TEST MAY BE REQUIRED AT REQUEST OF INSPECTOR.
4. ALL EXISTING PAVED STREETS AND SECONDARY ROADS WHICH ARE OPEN CUT TO INSTALL
SEWER OR WATER PIPE, MUST BE REPAIRED ACCORDING TO THIS DETAIL.
5. CABC BACKFILL IS NOT ALLOWED IN ANY PART OF TRENCH
SECOND CUT FOR REPAVING
2' FIRST CUT FOR CONSTRUCTION (60 2'
EXISTING PAVING 2" MIN. SF9.5B BITUMINOUS
SECTION PLANT MIX - COMPACTED -
- 7" H-BINDER COMPACTED - 17"
�- BACKFILL WITH
SCREENINGS
PIPE BEDDING
SCREENINGS
2.12 ROADWAY OPEN CUT REPAIR DETAIL
9Eel ato] PYil\42
•X• BAR-
3' MIN CLEAREANCE -{
END VIEW
� •B• I
I
PLAN VIEW
/-UNDISTURBED SCR
2.8 THRUST BLOCKING DETAIL
NOT TO SCALE
BURY LIMITATIONS
(TYPE I LAYING CONDITION)
PRESS
CLASS
PIPE
SIZE
"B"
MAX.
"B"
MIN.
350
4"
53'
2.5'
350
6"
26'
2.5'
350
8"
16'
2.5'
350
10"
11'
3'
350
12"
10'
3'
350
16"
15'
(TYPE 2
L.C. MIN.)
3'
UNDERGROUND CLAMPS AS
MANUFACTURED BY STELLAR
CORP, OR EQUAL SIZED
APPROPRIATE TO VALVE,
CLAMPS BOLTED TO STEEL
RODS.
PVC PIPE PVC C-900
CLASS 150
rco*
3/4' THREADED STEEL RODS
USE 2500psi
CONCRETE IN
FOOTING
'Y'
5' 3' 3 5'
2.3 STANDARD VALVE FOOTING
FOR PVC MAINS
NOT TO SCALE
8
NOMINAL
A
B
C
TRENCH
DIAMETER
WIDTH
4"
2'- 0"
0'- 9"
1'- 0"
2'- 4"
6"
2'- 6"
1'- 0"
1'- 4"
2'- 6"
8"
3'- 0"
1'- 6"
1'- 10"
2'- 8"
12"
4'- 0"
1'- 6"
3'- 0"
3'- 0"
GRADE 3'- 6' MIN.
ABOVE TOP OF
SECTION
2.4 TRENCHING BLOCKING OF
90° BENDS
NOT TO SCALE
-PROPERTY LINE
BRASS PLUG
AS DIRECTED 9
BY AUTHORITY
MAX. 18"
FINISHED CI
o o p d
IIIII=III III -III_
III III III
STAMP MAIN SIZE
Nores,
III
IN TOP W/4" LETTER
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6'
II
-SDI 23.5 PVC
NVEL�au
STANDARD VALVE BOX
LAYERS WITH MECHANICAL TAMP.
2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564
3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE.
_
=III III =
OR �H 40
BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH
CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.)
-III-
III �24"
4' ABS/PVC SDR 23.5
SOLVENT CEMENTED -
III IIIII IIIIII III
- -
- - LG. PC
IIIII IIIII III IIIII
1/16' OR 1/8' BEND iIII i
- -
JOINTS (TYPE SC) - _ _
= _-
RECOMMENDED 2% = III III
- -III
_ = - SCH 40 PVC
_ W/PLUG
(MIN. GRADE 1%)
SDR 35 PVC - -I
SOLID WALL
NOTE:
USE CLASS "D" BEDDING AS STANDARD BASED ON LIMITS OF TABLE. DO N2I USE
CLASS D NTH WET TRENCH BOTTOMS. ROCK FOUNDATION OR WHEN UNSTABLE SOIL
IS ENCOUNTERED.
COMMON TRENCH BACKFILL
W. SEE SPEC. SECT. 0221(15)C
TRENCH WIDTH FOR COMPACTION REQ'TS
(SEE CHART) (12" UFTS MAX.)
TRENCH WALLS MAY HAVE VERTICAL SIDES UP TO A MAX.
HEIGHT OF 5 FT. BELOW GRADE BEYOND THIS DEPTH THE
ENTIRE SIDE MUST BE LAID BAD( AT A SLOPE NO HIGHER
THAN 1.5 : 1 OR APPROVED SHORING OR TRENCH BOXE
MUST BE UTILIZED. (SUBPART P, LATEST)
I �1
/ 1.5
8' MIN, s
N
CAREFULLY ILL BACKF
SEE SPEC. SECT. 02221(15)C
/FOR COMPACTION REQ'TS
(6" UFTS)
'D'
SHALL BE REQUIRED WHEN SOIL PROVIDE UNIFORM AND
CONDITIONS ARE UNSTABLE, ALL CONTINUOUS SUPPORT BETWEEN
PIPE - SEE SPECS. BELL HOLES. EXCAVATE FOR BELLS.
2.11 TRENCH DETAIL
NOT TO SCALE
ADATO SDPTRER23.5) (SDR 35 - SEE NOTE 3 \\-COMBINATION LONG
TURN PATTERN
B" IN -LINE WYE Y AND 1/8' BEND
TYPICAL PVC
SEWER LATERAL CONNECTION
NOT TO SCALE
2.9 VALVEBOX SHOULDER SLAB
FOR UNPAVED AREAS
NOT TO SCALE
NOMINAL
DIAMETER
A
B
C
TRENCH
WIDTH
6'
11- 0'
1' 0'
1' 0'
2'- 6'
8'
1'- 0'
1' 0'
11- 0'
2'- B'
12'
2'- 0'
V- 0'
V- 6'
3'- 0'
16'
2'- 6'
1'- 0'
1'- 8'
3'- 4'
20,
3'- 0'
V- 0'
2'- 4'
3'- 8'
24'
3'- 0'
V- 0'
3'- 0'
4'- 0'
30'
1 4'- 0'
1'- 6'
1 3'- 6'
1 4'- 6'
GRADE 3'- 6' MIN.
ABOVE TOP OF PIPE.
PZ
NO
YffiURE
NOTES:
MARKED ON TOP-
1. ALL HYDRANTS SHALL BE PAINTED WITH
FOR OPENING
SPECS) CS)
HYDRANT TO BE PLACED
04�� WITH PUMPER NOZZLE
RUSTOLEUM 64 FEDERAL SAFETY RED.
2. HYDRANTS ALL BE OILED/GREASED
AFTER INSTALLATION.
FACING STREET
3. SEE SPECS FOR TYPE THREADS ON
NOZZLES (ONE
PUMPER NOZZLE
OO (SEE SPECS FOR SIZE)
5. WHEN VALVE BOX IS PLACED OUTSIDE
OF PAVEMENT, PROVIDE 7x 2'x 4'
p�
CONCRETE SHOULDER SLAB AROUND VALVE
FINISHED GGRADErCURB
mH
5 TELESCOPIC VALVE BOX
& GUTTER PAVEMENT
BURY UNEJ
�!
NOT LESS THAN
---
7 CU. FT.
CRUSHED STONE
I i
m VALVE BO y Eu
1j TYPICAL EYE BOLT
LI
M1 V- 0' MIN. OR AS SHOWN ON
GATE VALVE NOT TO SCALE
8: 1 PLAN PROFILE SHEETS
�8'
�S- 0' MIN
(
-8" D.I.P.-
CONC. BLK'G
SEE TEE BLOCKING
MAIN DETAIL FOR SIZE)
TYPICAL EYE BOLT (SEE DETAIL)
' '!
5/8• DIA. GALV. BRIDLE RODS
WITH STAR JOINT RESTRAINT
`1'-
SYSTEM. COAT WITH 2 COATS
OF BIIUMINWS BASE PAINT.
CONIC. BLOCK
3' x 1'-30 x 4' THICK
PLACE EYE BOLT THROUGH
CONIC. SETTING SLAB
GLAND.
2.5 STANDARD FIRE HYDRANT
INSTALLATION DETAIL
NOT TO SCALE
INVERT
ELF SLOPE
BOLT FRAME TO
WLCAN V-1984-0
HEAVY DUTY FRAME & COVER
CASING (4 REWD)
COVER & FRAME ..I - 380 CBS.
WEIGHT MAY NOT DEVIATE BY
MORE THAN -S.OZ
SECURE CASING
TOP TO READ 'SEWE R'
W/MORTAR
M-0
Onto'��
PRECAST GRADE RINGS ARE TO BE
USED MHEN POSSIBLE AND ADJUSTED
WITH BRICK & MORTAR COURSE
e OR 8" PRECAST
FILL JOINTS FULL WITH HIGH
SIREN GII TYPE M MORTAR & STRIKE
GRADE RINGS -
FLUSH INSIDE & OUT
MAXIMUM OF THREE
ALLOWED FOR .. USE AN APPROVED BITUMINOUS
OTHERWSE ADD
'BG
BASE SEALANT APPUED TO TOP
RISER SECTION xR4•
OF CONE SECTION
MANUFACTURE TO
LOCATE STEPS
OVER mnEr PIPE
STEPS BY M.A. a.
USE ECCENTRIC CONE
INDUSTRIES, INC.
PSI-PF OR EQUAL
W/GASKET
(LOB' FALL UNLESS - - • • r • '• S " A
SHOWN OTHERWISE
ON PLANS PRECAST OPENING REQUIRED FOR
ALL PIPES
: ^i. •' SEE PLANS FOR PPE SIZES
�. NOTE USE V EXTENDED
BASE WHEN TOTAL MH
ff ,a HEIGHT EXCEEDS 12'
SET MANHOLE IN
8" TO 12- 057 STONE SEE SPECS FOR FOUNDATION
IsaMETRIC VIEW IMPROVEMENT WHEN NEEDED
INVERT & SHELF
fL MANHOLE
RUBBER BOOT 5 Dp. SLOPE
MOORBASE
8' MIN.
EXTENDED BASES.
WHERE CALLED FOR SLOPE OF CHANNEL-0.06' FALL
ON PLANS IN MH SCHEDULE
NOTE
V EXTENDED BASES REOUIRED ON
ALL 4' M.H.'e OVER IT DEEP.
BASE SECTION
STANDARD MANHOLE
(IN PAVED AREAS)
DEWEY BROS. CB-SO-S
CASTIRON FRAME
AND COVER
METER AND STRAINER
U
+
SECTI❑N
NA,E�R STT P GLE
1
LOOKABIE
L
4�.
VERIFY BEFORE I
I
F��K
CONCRETE METER BOX
ORDERING BOX
BY AST YRIGHT TPRECAST
CO.
36"x18" INSIDE DIMENSION
2500 PSI CONCRETE NCH WIDTH
I CLASS B REQUIRED TRE
OCNOEIE BIOCKNQ
Y LINE
FOR 2' UNES 2' LINE
LL
PLAN
A�NDP"'e, IN aJ sEo
PosnoN
2.10 TRENCHING & BLOCKING
OF 1114° BEND
NOT TO SCALE
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UTILITY
DETAILS
REVISIONS
FILE NO. 2019-059
HORZ. SCALE:
NONE
VERT. SCALE:
NONE
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
D-03

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
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.
IJ_l.4rlll
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
a
Within 24 hours, an oral or electronic notification.
deposition in a
e
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
a
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
a
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
EFFECTIVE: 04/01/19
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NCO01 NOTES
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1 1" = 50'
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
1 VERT. SCALE: 1 1" = 5' 1
I
L J

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 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 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 tmeframes 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.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
7O O SANDBAGS (TYP,)
0 IFOR STAPLES
10 MIL
SILT FENCE 11 PLASTIC SANDBAGS (TYP,)
SIDE SLOP LINING �OR STAPLES
CTYP,i[/
•, ZX¢
t
J
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN,)
WASHOUT
PLAN
SECTION A -A
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,
3,CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS CTYPJ
OR STAPLES
10 MIL HIGH
COHESIVE &
PLASTIC LOW FILTRATION
UNINGIE SLOP SOIL BERM
I(TYPJ
'.,,... o
SANDBAGS CTYPJ
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
PLAN
12 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.
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
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NCO01 NOTES
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FILE NO. 2019-059
HORZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
LET ME GET YOU SOMETHING TO EAT, SO YOU CAN BE REFRESHED AND THEN GO ON YOUR WAY...... GENESIS 18:5
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CONTROL PT# 7
N = 796122. 8291
E = 2266767. 4498
Z = 266. 59'
� RUNOFF MAP
FOR ROAD PIPES
SCALE: 1" = 30'
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DRAINAGE AND
GRADING PLAN
REVISIONS
FILE NO. 2019-059
HORZ. SCALE: 1"=30'
VERT. SCALE: NONE