20180990 Ver 1_Permitting Plans_20190606

These plans have been reviewed and approved
by Franklin County.
Date:
Planning Director:
i
Know whaft below.
Call before you dig.
Note:
These plans are prepared for local and state permitting
only. These plans are not released for
Construction.
Permitting Plans
IR idgemont
Subdivision
Driveway Access Plan
Town of Franklinton
Franklin County, North Carolina
Gould Development Consultants
833A Wake Forest Business Park
Wake Forest, NC 27587
caa NGIN RS, Inc.
McIntyre, Gettle, Crowley
PROFESSIONAL ENGINEERS
1233 Heritage Links Drive, Wake Forest, North Carolina 27587
4932B Windy Hill Drive, Raleigh, North Carolina 27609
[phone]
C-2151 © caaENGINEERS, Inc. All Rights Reserved
SHEET DESCRIPTION
CO Cover Sheet
C1 Site Plan
C2 Impact Map
C3 Bypass Pump Plan
-i
�2
CODY WAY
U
J�
U
VAUGHANS WAY
J�
SITE
CRAVENS wAY
PEARCE wAY
4P
POPLAR CREEK DR v�
Q�
c�
VICINITY
MAP
NO SCALE
These plans have been reviewed and approved
by Franklin County.
Date:
Planning Director:
i
Know whaft below.
Call before you dig.
Note:
These plans are prepared for local and state permitting
only. These plans are not released for
Construction.
Permitting Plans
IR idgemont
Subdivision
Driveway Access Plan
Town of Franklinton
Franklin County, North Carolina
Gould Development Consultants
833A Wake Forest Business Park
Wake Forest, NC 27587
caa NGIN RS, Inc.
McIntyre, Gettle, Crowley
PROFESSIONAL ENGINEERS
1233 Heritage Links Drive, Wake Forest, North Carolina 27587
4932B Windy Hill Drive, Raleigh, North Carolina 27609
[phone]
C-2151 © caaENGINEERS, Inc. All Rights Reserved
SHEET DESCRIPTION
CO Cover Sheet
C1 Site Plan
C2 Impact Map
C3 Bypass Pump Plan

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6' n Gx. extra strength fabric without wire fence
$tE EI
post
Plastic or
wire ties
.. . . . .. .. ......:
i
Wire 18-24,.
fence
L8" down d 4"
forward along
24• the trench
Filter
f4br iC
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f ence
C€'o5s-Section
View
Filter
Steel fabric Backfill trench Natural
past and compact
/thoroughly ground
K
.. • 4' • . UpSlape
•. min .'•►24" Tmi n
SILT FENCE
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2811)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Height of
Watershed
Perimeter dikes; swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1. 14 days are allowed.
Dissipator Pad
NCDOT Cross Pipe Depth
Slopes 3:1 or flatter
14 days
7 days for slopes than 50' in length.
Pad
Width
Pad
Length
greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
NO SCALE
Natural
ground
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE--_
NOTE:
SILT FENCE FABRIC To
OVERLAP HARDWARE il
CLOTH BY 12 INCHES
--SILT FENCE FABRIC
ON WIRE FENCE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
#.57 WASHED STONE
FLOW DIRECTION 18"
6"
SIDE VIEW
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
,7
r
c'ct
STEEL FENCE POST
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
I STEEL FENCE P057 SET I
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
SILT FENCE OUTLET
Storm Drainage Wculeltions
••
Structure
From To
A
Inlet
Area
Length of
Watershed
Height of
Watershed
tc
Time of
Conc.
Storm
Intensity
2
C
For Inlet
Area
Q
Flow
(Q=IA)
Q
Total
Flow
Calc.
Slope n= Pipe Pipe
Size Size
Vfull
Pipe Invert In
Length Bev.
Inv. Out CB Top
Bev.
Dissipator Pad
NCDOT Cross Pipe Depth
Stone
Size
Pad
Thickness
Zone
Pad
Width
Pad
Length
HW
MND Depth
Elevation
HW
CL Shoulder &Mier -
i
(ac)
(ft)
(ft)
(mn)
0s)
(Cfs)
(eft) (I n) iin) (ft\sec)
(ft) 00
(ft) (ft)
(in)
(In)
(ft)
(ft)
(ft)
(ft) (EL) (EL) (ft)
HV1#P-
48.75
2,470
140
10
4.77
0.30
69.8
69.8
0.0426 0.0130 27.9 48 23.5
94.00 306.00
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302-00
NA
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1.45 5.80
307.80
326.00 1 325.30 17.50
HIM
N
2.26
970
104
5
5.74
0.30
3.9
3.9
0.0950 0.0130 8.1 18 18.3
84.20 310.00
NA
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h
LD
HV\ #4
302-00
NA
NA
NA
NA
NA
0.95 1.43
303.43
326.00 325.30 21.87
NO SCALE
Excavate channel to design
Overlap 6" min. grade and cross-section
V'
i Design depth
Longitudinal
\bI' anchor trench
Overcut channel 2" to al ow 6ulking .rW AMI, "
during seedbed preparation
G' 6"
Typical installation
= with erosion control
blankets or turf
reinforcement mats
Intermittent check slot Longitudinal anchor trench
Shingle -lap spliced ends or begin new
••
roil in an intermittent check slot
�� : •••
Prepare soil and apply seed before
7:
installing blankets, mats or other
- W •
temporary channel liner system
o
_
�JjpOo'
GO.
U
NOTES:
1. Design velocities exceeding 2 ft/sec require temporary blankets, mats or similar liners to protect
seed and soil until vegetation becomes established.
2. Grass -lined channels with design velocities exceeding 6 ft/sec should include turf reinforcement
mats
EROSION CONTROL BLANKET
INSTALLATION DETAIL
NO SCALE
LINE AND SYMBOL LEGEND
SFO SILT FENCE OUTLET
FES cC04
INLET PROTECTION ((� FES
CL - CL - CL - CL
SF -SF -SF -SF
TDD - TDD - TDD - TDD
X X X X
ROPE
SURFACE DEWATERING
DEVICE
OUTLET:
INSTALL 2'X 2' _
DISSIPATOR
3" STONE
ST
INST.... .
PAD, 3" STONE
EMBANKMENT
SPILLWAY
6�1
SILT FENCE OUTLET SHALL BE PROVIDED ry
DOWNSTREAM OF SKIMMER OUTLETS. AREA
SHALL BE SEEDED AND JUTE MESH INSTALLED
UPON INSTALLATION.
OUTLET DISSIPATOR
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CLEARING LIMITS
SILT FENCE
TEMPORARY DIVERSION
PERIMETER FENCE
CATCH BASIN
INLET PROTECTION
SKIMMER BASIN # 1 BASIN PLAN
SEE CHART FOR
ELEVATIONS AND DIMENSIONS
INSTALL BAFFLES ATALL
BASINS PER STANDARD DETAILS
EMBANKMENT
O
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T Lm
1' w
ff
L WATER LEVEL
Op- BASIN BOTTOM
SEE CHART FOR
ELEVATIONS AND DIMENSIONS
Horizontal Scale
0 50 100 150
Vertical Scale
0 5 10 15
BASIN SECTION
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H W#1 \
Sta. 5+72.49
Inv. Out: 302.00\/
/A \
\ TEMPORARY IMPAC
10 L
\ \ 00 SF
II���I�II11`_'(�
H W#2
Inv. In: 306.00 6" SUCTION
DISSIPATOR PAD
SEE SCHEDULE
FOR DIMENSIONS
HW#4 CLEARI ITS
Sla. 5166 94 /
In . O t: ,�,,2 SILT FENC
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WASH
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'UL11FI3 AND PI PCS SC -•LI ALLY
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4 l
f"'rf IM!10(VIULrt .AKI
'/
NCDEQ STREAM DIVERSION DETAIL
NO SCALE
Specification Data
ACDEU Priming Assisted Centrifugal Pump
Diesel Engine Driven
Aut suNBELT Quiet FIOW Sound Attenuated Pump
AFPI?ALB
Size 12" x 12"
srn�:cars
2003 Rental
Soultione Guide
PAGE 4&5
PUMP SPECIFICATIONS
Capacity of Pump in U.S. Gallon
Total Head
per Minute (GPM) at Continuous
Size: 12" x 12" (305 mm x 305 rnm) Flanges.
and includes a Nitrile tube
P.S.I.
Feet
performance
50.0
115
1550
1550
1550
1550
1550
43.4
100
2500
3200
3200
3200
3200
34.7
80
3100
4300
5000
5300
5300
26.0
60
3200
4400
5200
5800
6300
17.3
40
3350
4500
5300
5950
6500
8.7
20
3500
4650
5400
6000
6500
Suction Lift
25'
20'
15'
10'
5'
2003 Rental
Soultione Guide
PAGE 4&5
PUMP SPECIFICATIONS
Snap-Tite Discharge Hose
applications. It is very durable and lightweight, constructed of
features a "lay -flat" design
Size: 12" x 12" (305 mm x 305 rnm) Flanges.
and includes a Nitrile tube
Casing' Gray Iron No- 30. Maximum Operating Pressu re 71 psi
and cover coupled with , •�
(5 kg/cm2).'
Bauer -type filtings at each
Enclosed Type, Three Vane Impeller: Ductile Iron No. 60-40-18. Handles
PA12A60-B-6068T SHOWN
3" (76 mm) Diameter Spherical Solids.
two stainless 51eel band
Impeller Shaft: Stainless Steel No. 17-4 PH.
Replaceable Wear Rings: Impeller -Ductile Iron No. 80-60-03.
til
Suction Head - Bronze No. C83600.
111Ii RNINGI
Seal Plate: Gra y Iron No. 30.
155.0885
Bearing Housing: Gra y I ran No. 30.
Do not use in explosive atmosphere or for pumping
Seal: Mechanical, Oil -Lubricated, Double Floating, Self -Aligning. Silicon
volatile flammable liquids.
Carbide Rotating and 5taticnaryFaces. Stainless Steel No.316Stationary
Seat. Fluorocarbon (Du PontVitcRi or Equivalent) and Buna-N Elasto-
l0'
mers. Stainless Steel No. 18-S Cage and Spring. Maximum TemperaturidGINE
SPECIFICATIONS
of Liquid Pumped 160F (71_C). *
Model: John Deere 6068T "Power Tech".
Consult Factory for Applications Exceeding Maximum Pressure andlor
Type: Six Cylinder. Four Cycle, Turbo -Charged, Liqu
Temperature Indicated.
Cooled Diesel Engine.
Shaft Sleeve: Stainless Steel No. 304.
Displacement: 414 Cu. In. (6,8 liter).
Priming Chamber: Gra y Iron No. 30.
Governor: Mec hani cal.
Discharge Check Valve: Gray Iron No. 30 Housing; Buna-N Flapper.
Lubrication: Forced Circulation.
Radial Bearing: Single Row Roller,
Air Cleaner: Dry Type.
Thrust Bearing: Open Double Ba II.
Oil Reservoir: 20 U.S. Qts. (19 liter) Dry;
Bearing Lubrication: Oil.
19 U.S, Qts. (18 liter) Refill.
Flanges: Gra y Iron No. 30,
Fuel Tank: 320 U.S. Gals. (647 liter).
Gaskets: Vegetable Fiber, Resistant 5y nthetic Rubber, and Cork.
Full Load Operating Time: 52 Hrs.
O Rings: Buna-N.
Starter: 12V ElPct ric.
Hardware: Standard Plated Steel-
Standard Features: Low Oil Pres sure and High C oolan
Bearing and Seal Cavity Oil Level Sight Gauges.
Temperature Safety Shut Down Switches. Instrume t
Liquid Level Controls: (Plug and Play) Single and Double Float Controls
Panel Includes: Tachometer, Hourmeter, Coola
155-0925
Temperature Gauge, Cil Pressure Gaug e, Verni
150Ft. (15 m) Standard Length,- 15OFt. (4Bm)Maximum,Specify Length at
Throttle Control, OWOff Key Switch, and Ammet ,
Time of Order.
Mufflerw/Guard and Weather Cap . Mechanical,
Standard Equipment: Hoisting Bail. 5 kid Base (Environmental Skid).
Oil -Lubricated Seals allow running dry continuously
JOHN DEERE PUBLISHED PERFORMANCE:
Strainer. Gear- Driven Air Compressor.
Maximum Continuous 8HP 153 (114 kW) (a) 2500 RPM
Optional Equipment: Battery.
Maximum Dynamic BHP 170 (127 kW) @ 2500 RPM
THE GORMAN-RUPP COMPANY
MANSFIELD , OHIO
G01111t1tiN P GORMAN-RUPP CF CANADA LIMITED ST. THOMAS, ONTARIO, CANADA
PUMPS Specifications Subjectto Change Without Notice Printed in U.S.
DIVERSION PUMP DETAILS
NO SCALE
th
�L
O
0
th
0
U
V
CL
CL
HOSE AND FITTINGS SPECS FOR LATERAL PUMPING SYSTEMS
Kanatlex Suction Hose is ideal for heavy-duty fluid handling
Snap-Tite Discharge Hose
applications. It is very durable and lightweight, constructed of
features a "lay -flat" design
corrugated PVC hose 41h smooth bore coupled galvanized
and includes a Nitrile tube
Bauer type fittings at each end (male x female),
and cover coupled with , •�
two spiral bolt clamps at
Bauer -type filtings at each
each end. Each hose includes
WV111with
end (male x female), with
closure, ball, socket, and ring-
two stainless 51eel band
10 Hose Strainers are ai5o
clamps and one T-Bdt clamp at each end
d
available tar each size of hose.
(2" and 3" I.D. hose has only one band clamp at each end).
LM
Leng1h
SUCTION
IYlmr PSI
W6,qh
Cat -Class
T
10'
So
11 lbs.
155-4!75
r
NY
50
18 lbs.
156-4884
r
10'
50
19 lbs.
155.0885
3'
21Y
50
31 lbs.
155.0890
r
l0'
40
33 lbs.
155-0895
4'
20'
40
50 lbs.
155.0900
6"
117
35
71 lbs.
155-0905
6'
20'
35
8D lbs-
155.Mi4
8"
10'
30
99 lbs.
155.0915
9'
20'
30
155 lbs.
155-0926--
10,
10'
20
151 lbs.
155-0925
12' 1
10'
1 20 1
294 lbs.
155-0930
Note. 12"suaim hose is vacuum rubibg nal arrl,lgated PVC.
Bauer -Type 4Fftfings
Fittings
Sunbelt Rentals offers an extensive inverdory of Bauer -Type
and Camlock fittings to adapt hoses and piping to existing
customer installations.
LD.
HOSE STRAINERS
►AX,
Max. PSI
Diameter
"111M
Cal -Class
Zr
2 Ins-
155.0935
r
2 Ins-
155.0940
4"
3 lbs.
155-0945
W
7 Ins-
155.0954
T
91bs.
155.0955
14'
31 Lts.
155.0960
1 r
1 42 IDS.
155.0966
Bauer -Type 4Fftfings
Fittings
Sunbelt Rentals offers an extensive inverdory of Bauer -Type
and Camlock fittings to adapt hoses and piping to existing
customer installations.
LD.
Len h
►AX,
Max. PSI
109
Wei
Cat -Class
r
50'
100
21 tits.
15&N75
3"
50'
100
39Ibs,
155-0980
4"
29
100
36 M
155 AW5
4"
50'
100
551tts.
1554M
fi"
25'
75
58 lbs.
155-0995
6"
s0'
75
901bs.
155.1000
8"
1 25'
50
98 lbs.
155.1005
S"
5R
5o
168 m.
155.1010
Nate- Lay -Flat dscharge hose is not sdtabfe for high-pressure
3PP#CaW1?5 such as faaemair7 5ewerbypa5se5.
Wilcox Composite Hose is designed for high-pressure
applications such as larcemain sorer bypasses. It Is also
chemical resistant, flexible. and lightweight. Each hose is
coupied with steel, full -face flangeS.
jo
Mate, 12'hose fisted above i5 high-pressure rl rb6 Y (not MAM).
DIVERSION PUMP DETAILS
NO SCALE
SUMBELTO
RENTALS
PUMP & POWER
SERVICES
Pump Elevation
310 ft
=0 '
305 ft
Discharge elevation
tD.
Length
Max. PSI
Weight
Cal -Class
4-
10.250
Pump flowrate
1051b5.
155-1030
4-
Zly
250
160 lbs.
1551035
6"
10'
250
145 lbs.
155-1044
6"
20
250
220 IDS
155-1045
8"
10'
250
227105.
155-1p5t1
8"
1 29
250
346 EM.
155-1055
12"
10'
150
5251b5.
155-1064
Mate, 12'hose fisted above i5 high-pressure rl rb6 Y (not MAM).
DIVERSION PUMP DETAILS
NO SCALE
SUMBELTO
RENTALS
PUMP & POWER
SERVICES
Pump Elevation
310 ft
Suction elevation
305 ft
Discharge elevation
301 ft
Suction pipe
6 in
Suction length
30 ft
Discharge pipe
8 in
Discharge length
100 ft
Suction static head
5 ft
Discharge static head
-9 ft
Pump flowrate
500 gpm min
(n
1500 gpm max
DIVERSION PUMP DETAILS
NO SCALE
Graphic Scale
20' 0' 10' 20' 40' 80'
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TEMPORARY IMPACT
10 LF
1'Q0 SF
HW#1
Sta. 5+72.49
Inv. Out: 302.00
STREA IMPACTS:
133 LF
\\ 1,136 SF
RIP RAP BARNC�v1PACTS
22 LF
68 SF
H W#4
Sta. 5166 94
Inv. O t:3�2
CONCRETE
CLEARING LIMITS
CONSTRUCTION
ENTRANCE
82
H W#2
Inv. In: 306.00
JS WAY
Graphic Scale
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