20041128 Ver 1_COMPLETE FILE_20040709

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
January 19, 2005
DWQ Project # 04-1128
Guilford County
Mr. Jim Bland
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
Subject Property: Transource Commercial Development, Greensboro, NC
APPROVAL OF STORM WATER MANAGEMENT PLAN
Dear Mr. Bland:
On January 14, 2005, the Division of Water Quality (DWQ) received the revised stormwater management
plan prepared by your engineer, Mr. John Akers, P.E. of Triad Design Group. This Plan has been
reviewed and satisfies the storm water management conditions for GC 3402 and the special conditions of
the 401 Water Quality Certification issued on August 26, 2004.
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded for a
distance of at least 10 feet on each side of all storm water conveyances on all lots containing these
structures including future access for maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cynthia Van Der Wiele, Ph.D. at 919-715-3473.
Si cerely,
? 4?4
Cy di Bell Karoly, Program Manager
401 Oversite, Express Review Program
CBK/cvdw
cc: DWQ Winston-Salem Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Akers, Triad Design Group, 4807-C Koger Blvd., Greensboro, NC 27407
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NofthCarohna
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands ;Vatuffally
An Eoual Opportunity/Affirmative Action Emplover - 50% Recycled/10% Post Consumer Paper
Project Name: Transource W/L 1
Project No. DWQ 041128
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations
Permanent Pool (ft) 910.25 3
Temporary Pool (ft) 914 3.75 ft. depth
areas
Permanent Pool SA (sq ft) 23290 22914 sq. ft.
Drainage Area (ac) 23.72
Impervious Area (ac) 12.96 54.6 %
Forebay (ft2) 3500 15.027909 %
High Marsh (ft2) 8150 35.0 %
Low Marsh (ft2) 8140 35.0 %
Micropool (ft2) 3500 15.027909%
100%
volumes
Temporary Pool (cu ft) 105703 46646 cu. ft.
other parameters
SA/DA 2.23 2.22
Orifice Diameter (in) 3 0.32 cfs drawdown
Design Rainfall (in) 1 3.8 day drawdown
Linear Interpolation of Correct SAIDA***
% Impervious
Next Lowest 50
Project Impervious 54.6
Next Highest 60
3 ft. Permanent Pool Depth
SA/DA from Table
2.06
2.22
2.4
ok
ok
ok
ok
ok
ok
ok
ok
r 7T;M,..
Design
Graff
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
TRANSMITTAL LETTER
Date: January 13, 2005
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Project: Transource O l -' 07
Greensboro, NC
21?@Fflw[m BO
JAN r 4 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Project No.: 04-030
We Transmit:
(X ) herewith
( ) under separate cover
The Following:
Copies Date
For Your:
(X ) approval
( ) review & comment
( ) use
Description
1 January 11, 2005 Wetland Operation & Maintenance Agreement
1 January 12, 2005 401 Wetland Worksheet
1 January 12, 2005 Revised Stormwater Management Plan
Narrative and Calculations
Remarks:
Per your letter, dated December 13, 2004, DWQ# 04-1128, and our meeting on
January 5`h, attached are the revised plans.
If you have any question please call.
Copies: Sincerely,
By: -TolmazAkRxk
John Akers, P.E.
Sr. Civil Engineer
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TRANSOURCE
STORMWATER MANAGEMENT PLAN NARRATIVE
Stormwater management requirements of the City of Greensboro and the state of North
Carolina require that the stormwater runoff from the site be treated by a device that achieves 85% TSS
removal. Due to the size and topography of the site a extended detention wetland was selected to treat
the runoff. In addition to the TSS removal, the wetland will also serve to reduce peak runoff rate from
the site to pre-development rates for the two and ten year storms.
The wetland was designed in accordance with the City of Greensboro's Stormwater Manual,
as well as the NCDENR Stormwater Best Management Practices using the stricter of the two
guidelines. Due to outlet requirements and topography, a concrete weir outlet was selected. The pond
outflow must achieve sheet flow through a rip rap outlet device before entering zone 2 of the adjacent
stream. This concrete outlet also achieved better control of the peak flows, reducing them to pre-
development levels. However, the concrete spillway arrangement does not allow for an emergency
drain. The owner is aware that a pump is required for maintenance of the pond. This information is
included in the O&M plan information on the drawings.
The wetland was designed using the NCDENR Stormwater Best Management Practices
Manual, and the Permanent Wet Detention Pond spreadsheet developed by Guilford County Planning
and Development Department. The calculations used by the spreadsheet meet both the requirement of
the city of Greensboro and NCDENR Stormwater Best Management Practices. The spreadsheet and
all other calculations are attached
After the wetland was sized to meet these requirements, a study was conducted to see if the
wetland would reduce the two and ten year flows to pre-development levels. The results of the study
are attached. The wetland successfully reduces these storms from post to pre-development levels. In
addition the dam contains the 100 year storm without overtopping.
!.?.?-•?..........
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7Tia9d 7 I14 . ..... SHEET ......./....... OF ....,;.2
Design DESIGNED BY1 .............................. DATE /..?d.I..? -s..........
?irUn?I CHECKED BY ................................................................ DATE .................................................
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DESIGNED BY .................? ............................... DATE ........ z1 fqq.1 !p.r............
CHECKED BY ................................................................ DATE .................................................
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EDW - WEIR2 Transource.wb3 \
PERMANENT WET DETENTION POND - WEIR
Revised 8-24-99
GUILFORD COUNTY
PLANNING & D EVELOPMENT DEPARTMENT

PROJECT: TRANSOURCE INDEX NO: 04-030
CHECKED BY: 'fa
LOCATION: TRIAD DRIVE DATE: 29-Jul-04
REVISED: 10-Jan-05

SITE DATA
TOTAL SITE AREA = 19.62 WATERSHED= UPPER RANDELMAN
PRO POSED BUILT UPON AREA = 12.86 CLASSIFICATION : WS - IV
FUTURE BUILT UPON AREA = 0.00 GWA/WCA = GWA
TOTAL ON-SITE BUILT UPON AREA = 12.86
PERCENT BUILT-UPON = 65.55%

ON-SITE DRAINAGE AREA TO POND = 19.62
ON-SITE BUA TO POND = 12.86
PERCENT BUA FOR POND SUB-BASIN = 65.55%
OFF-SITE DRAINAGE AREA TO POND = 4.10 MAX. OFF-SITE B.U.% = 10%
TOTAL WATERSHED AREA TO POND = 23.72
DISTURBED AREA = 14.00
TE MP. SED. STOR. USED Y/N Y

DESIGN DATA
TEMPORARY SEDIMENT STORAGE 0.5 acre-inch per disturbed acre
PERMANENT SEDIMENT STORAGE 0.125 acre-in per total drainage area
PERMANENT WATER QUALITY
COMPOSITE B.U. % = 55.94 percent
DEPTH minimum 3 feet 3.0 feet
SA/DA (Figure 5.6-2 2.23 percent
TEMPORARY WATER QUALITY 1.0 rainfall to be controlled

PRINCIPAL & EMERGENCY SPILLWAY
TYPE sharp crested
X broad crested
DESIGN STORM 100 year
RAINFALL INTENSITY 8 inches per hour
RUNOFF COEFFICIENT 0.8

POND DATA
ELEV. BOT. OF POND = 906 SURFACE AREA = 12625
ELEV. BOT. OF PSS = 906 SURFACE AREA = 12625
ELEV. BOT. OF PWQ = 907 SURFACE AREA = 14863
ELEV. NORMAL POOL = 910.25 SURFACE AREA = 23290
ELEV. TOP. OF TWQ = 914 SURFACE AREA = 33125
ELEV. SPILLWAY= 915
ELEV. TOP OF DAM = 918.7

Page 1
EDW - WEIR2 Transource.wb3

POND DESIGN
TEMPORARY SEDIMENT STORAGE VOLU ME REQUIRED 25410

VOLUME PROVIDED

ELEV. BOT. OF POND= 906.00 SURFACE AREA= 12625
ELEV. NORMAL POOL = 910.25 SURFACE AREA= 23290

ALLOW 75% OF BASIN VOLUME TO WQ ORIFICE = 57240
OK

PERMANENT SEDIMENT ST ORAGE VOLU ME REQUIRED 10763

VOLUME PROVIDED

ELEV. BOT. OF PSS = 906.00 SURFACE AREA= 12625
ELEV. BOT. OF PWQ = 907.00 SURFACE AREA= 14863

VOLUME PROVIDED = 13744
OK

PERMANENT WATER UAL ITY SURFACE AREA RE 'D 23041

NORMAL POOL ELEVATION = 910.25
SURFACE AREA PROVIDED = 23290
OK

TEMPORARY WATER UAL ITY STORAGE REQUIRED
Rv= 0.553
VOLUME REQUIRED = 47658

VOLUME PROVIDED

ELEV. BOT. OF TWQ = 910.25 SURFACE AREA = 23290
ELEV. TOP OF TWQ = 914.00 SURFACE AREA= 33125

VOLUME PROVIDED = 105778
OK

Page 2
EDW - WEIR2 Transource.wb3

WATER QUALITY RELEASE HOLE

ELEV. BOT. OF WATER QUALITY RELEASE HOLE = 910.25
MAXIMUM RELEASE RATE = 4
MINIMUM RELEASE RATE = 6
MAXIMUM HOLE SIZE = 0.0610068176536817 3.34
MINIMUM HOLE SIZE = 0.0406712117691211 2.73
aje .?61
SPILLWAY

ELEV. SPILLWAY= 915
DESIGN STORM PEAK FLOW = 151.8
SPILLWAY SIDE SLOPES ie 3 if 3:1 0 if vertical = 0
FLOW DEPTH = 2.70
BOTTOM WIDTH REQUIRED = 11.41
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Page 3
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Triad nN.. ?kR??? f'AL .................. SHEET
Design DESIGNED BY .................. ? 4............................... DATE
Group CHECKED BY ................................................................ DATE
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DWQ Project
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION (and POCKET*) WETLAND WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : A NSD o l? .D W Q
Contact Person: `1 A) [AA e15 Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation /O -.Z- ft. (elevation of the orifice invert out)
Temporary Pool Elevation 91141.,o ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area a?3,.? 90 sq. ft, (water surface area at permanent pool elevation)
Drainage Area 3. 7 Z as (on-site and off-site drainage to the basin)
Impervious Area /,?• 96 ac. (on-site and off-site drainage to the basin)
Forebay Surface Area J, SO O sq. ft. (at permanent pool elevation approximately 15%)*
Marsh 0"-9" Surface Area /SO sq. ft. (at permanent pool elevation approximately 35%)*
Marsh 9"-18" Surface Area fly /yO sq. ft. (at permanent pool elevation approximately 35%)*
Micro Pool Surface Area .3? SO O sq. ft. (at permanent pool elevation approximately 15%)*
Temporary Pool Volume d cu. ft. (volume detained on top of the permanent pool)
SAIDA used 3 (surface area to drainage area ratio)*
Diameter of Orifice 3 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
ADnlicants Initials
The temporary pool controls runoff from the 1 inch rain.
9F The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
g,f Vegetation above the permanent pool elevation is specified.
al- An emergency drain is provided to drain the basin. 4W Ste-E W,4,Q,T,VL?
4 ?4 The temporary pool draws down in 2 to 5 days.
14f Sediment storage is provided in the permanent pool.
T A sediment disposal area is provided.
Access is provided for maintenance.
Cam- A site specific, signed and notarized operation and maintenance agreement is provided,
The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
04 Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
F 04 A site specific operation and maintenance agreement, signed and notarized by the responsible party is provided (see
http://h2o.ehnr.state.nc.us/ncwetlands/oandm.doc).
* Pocke Wetlands have different design parameters and are only assumed to remove 35% TSS - See pp. 19 and 20 of the NC DENR
Stormw ter BMP Manual, April 1999. 10% open water, 50% high marsh, 40% low marsh.
-1112,
f336) X / F - 818 z
WETLAND DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
TRANSOURCE, GREENSORO, NORTH CAOLINA
The wetland detention basin system is defined as the wetland detention basin, pretreatment including
forebays.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 907.0 feet in the main pond, the sediment shall be removed.
[For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.]
When the permanent pool depth reads 907.06 feet in the forebay [and micro-pool], the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 910.25
Sediment moval El. 907.07
-------------- - Sediment Removal Elevation 907.06 75%
Bottom E vation 906.0 5%
FOREBAY
MAIN POND
Page 1 of 2
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as
needed. Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired
and/or replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title: MEM
Address: P
Phone:
Signature
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
4
I, n Lhv, i v-- , a Notary Public for the State of /I/ C-
County of , do hereby certify that 61A-,,, d
personally appeared before me this day of v, 0-oz-5 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin aintena a requirements. Witness my hand and
official seal,
fits OFFICIAL SEAL
tir a al Notary Public, North Carolina
COUNTY OF FORSYTH
::. ANNA M. LAUGHLIN
_s,cn Expires

SEAL
My commission expires Z d 7
Page 2 of 2
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NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Michael F. Easley, Governor
December 13, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Jim Bland
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
Resources
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-1128
Guilford County
Subject Property: Transource Commercial Development, Greensboro, NC
REQUEST FOR MORE INFORMATION-Stormwater Management Plan
On November 23, 2004, the Division of Water Quality (DWQ) received the revised stormwater
management plan prepared by your engineer, Mr. John Akers, P.E. of Triad Design Group, to comply
with the conditions of the 401 Water Quality Certification issued on August 26, 2004.
The Plan is unacceptable for the following reasons:
¦ Condition Number 4 of Water Quality Certification No. 3402 (corresponding to Nationwide Permit
No. 39) requires that:
"...in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention
areas and ponds followed by forested filter strips (designed according to latest
version of the NC DENR Stormwater Best Management Practices Manual) be
constructed as part of the stormwater management plan when a site-specific
stormwater management plan is required."
Transource is located in a WS-IV and 303(d)-listed watershed. Therefore, you will need to redesign
your proposed storm water management facility as an extended detention wetland.
¦ Plans must be in accordance with the diffuse flow requirements under the Randleman Lake Water
Supply Watershed Rules [15A NCAC 02B .0250 and.0251].
¦ DWQ cannot accept two 300-foot level spreaders. Three hundred feet is the maximum length that
can be allowed. Your proposed design exceeds this limit.
Information regarding Water Quality Certifications and DWQ standards for stormwater management
BMPs can be found on the 401 Oversite/Express Review Website [http://h2o.enr.state.nc.us/ncwetlands/].
Please respond within three (3) weeks of the date of this letter by sending three (3) copies this information
in writing.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
NorthCarohna
Naturally
Transource
Page 2 of 2
December 13, 2004
This letter only addresses the Stormwater Management Plan review and does not authorize any impacts to
wetlands or streams until the plans are approved. Please call Ms. Cynthia Van Der Wiele, Ph.D. at 919-
715-3473 if you have any questions regarding these issues.
Sincerely,
Cyndi B. Karoly
DWQ, Wetlands / 401 Unit
CBK/cvdw
cc: DWQ Winston-Salem Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Akers, Triad Design Group, 4807-C Koger Blvd., Greensboro, NC 27407
Project Name: Transource
Project No. DWQ 041128
Pond 1
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations 5.3 average depth status
Bottom of Basin (ft) 903
Permanent Pool (ft) 910.25 7.25 ft. depth check depth
Temporary Pool (ft) 915 4.75 ft. depth ok
areas
Permanent Pool SA (sq ft) 20000 16413 sq. ft. ok
Drainage Area (ac) 23.72 7966 based on avg depth ok
Impervious Area (ac) 12.86 54.2 %

volumes
Permanent Pool (cu ft) 105299
Temporary Pool (cu ft) 141104 46319 cu. ft. ok
Forebay (cu ft) 14718 14.0% check forebt
other parameters
SAIDA 1.56 1.59 -
Orifice Diameter (in) 3 0.36 cfs drawdown
Design Rainfall (in) 1 4.5 day drawdown ok
Linear Interpolation of Correct SAIDA"*
7.25 ft. Permanent Pool Depth
% Impervious SAIDA fron (Avg. Depth)
Next Lowest 50 1.5 0.548721 1.08
Project Impervious 54.2 1.59 0.77 1.23
Next Highest 60 1.71 1.075814 1.43
3 ft 4
r7T;,
Design
Group
TRANSMITTAL LETTER
Date: October 11, 2004
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
(? (; T 1004
FR QUALITY
Nlr. i L?Pd; S Fu'ICi Sl ORMWATER BRANCH
4807-C Koger Blvd. Project: Transource Project No.: 04-030
Greensboro, NC 27407 Greensboro, NC
Phone [phone]
Fax [phone]
We Transmit:
(X ) herewith
( ) under separate cover
The Following:
Copies Date
For Your:
(X ) approval
( ) review & comment
( ) use
Description
1 Oct. 5, 2004 Wet Detention Basin Operation & Maintenance
Agreement
1 401 Wet Detention Basin Worksheet
1 Oct. 8, 2004 Stormwater Management Plan Narrative and
Calculations
Remarks:
Per your letter, dated Sept. 28, 2004, DWQ# 04-1128, attached is additional
information you requested.
If you have any question please call.
Copies: Sincerely,
By: -Toli" A kR4-- k
John Akers, P.E.
Sr. Civil Engineer
PA2004\Trattsouree Site Plan\Admin\10-1I-04 Stomueater Info NC DWQ.xmt. wpd

TRANSOURCE
STORMWATER MANAGEMENT PLAN NARRATIVE
Stormwater management requirements of the City of Greensboro and the state of North
Carolina require that the stormwater runoff from the site be treated by a device that achieves 85% TSS
removal. Due to the size and topography of the site a permanent wet detention pond was selected to
treat the runoff. In addition to the TSS removal, the pond will also serve to reduce peak runoff rate
from the site to pre-development rates for the two and ten year storms. In addition a small bio-
retention area was selected to treat the runoff from the smaller truck display area since runoff from this
site could not be conveyed back to the pond. The bio-retention area will also remove 85% TSS as
well as reduce the peak runoff from this site.
The pond was designed in accordance with the City of Greensboro's Stormwater Manual, as
well as the NCDENR Stormwater Best Management Practices using the stricter of the two guidelines.
Due to outlet requirements and topography, a concrete weir outlet was selected. The pond outflow
must achieve sheet flow through a level spreader before entering zone 2 of the adjacent stream. This
concrete outlet also achieved better control of the peak flows, reducing them to pre-development
levels. However, the concrete spillway arrangement does not allow for an emergency drain. The
owner is aware that a pump is required for maintenance of the pond. This information is included in the
O&M plan information on the drawings.
The pond was first designed using the Permanent Wet Detention Pond spreadsheet developed
by Guilford County Planning and Development Department. The calculations used by the spreadsheet
meet both the requirement of the city of Greensboro and NCDENR Stormwater Best Management
Practices. The spreadsheet is attached.
After the pond was sized to meet these requirements, a study was conducted to see if the pond
would reduce the two and ten year flows to pre-development levels. The results of the study are
attached. The pond successfully reduces these storms from post to pre-development levels. In
addition the dam contains the 100 year storm without overtopping.
0(T 5 2004
DEN IF, WATt H (a JAUTY
WETLANDS MD S i ORMWA ER BRANCH
POND CHECK - WEIR2 Transource.wb3
PERMANENT WET DETENTION POND - WEIR
Revised 8-24-99
GUILFORD COUNTY
PLANNING & D EVELOPMENT DEPARTMENT

PROJECT: TRANSOURCE INDEX NO: 04-030
CHECKED BY: 'fa
LOCATION: TRIAD DRIVE DATE: 16-Jun-04
REVISED: 29-Jul-04

SITE DATA
TOTAL SITE AREA = 19.62 WATERSHED= UPPER RANDELMAN
PRO POSED BUILT UPON AREA = 12.86 CLASSIFICATION : WS - IV
FUTURE BUILT UPON AREA = 0.00 GWA/WCA = GWA
TOTAL ON-SITE BUILT UPON AREA = 12.86
PERCENT BUILT-UPON = 65.55%

ON-SITE DRAINAGE AREA TO POND = 19.62
ON-SITE BUA TO POND = 12.86
PERCENT BUA FOR POND SUB-BASIN = 65.55%
OFF-SITE DRAINAGE AREA TO POND = 4.10 MAX. OFF-SITE B.U.% = 10%
TOTAL WATERSHED AREA TO POND = 23.72
DISTURBED AREA = 14.00
TEMP. SED. STOR. USED Y/N Y

DESIGN DATA
;
TEMPORARY SEDIMENT STORAGE 0.5 er disturbed acre
acre
PERMANENT SEDIMENT STORAGE 0.125 acretotal drainage area
iDer
PERMANENT WATER QUALITY
COMPOSITE B.U. % = 55.94 percent
DEPTH minimum 3 feet 5.3 feet
SA/DA (Figure 5.6-2 1.56 percent
TEMPORARY WATER QUALITY 1.0 rainfall to be controlled

PRINCIPAL & EMERGENCY SPILLWAY
TYPE sharp crested
X broad crested
DESIGN STORM 100 year
RAINFALL INTENSITY 8 inches per hour
RUNOFF COEFFICIENT 0.8

POND DATA
ELEV. BOT. OF POND = 903 SURFACE AREA = 8725
ELEV. BOT. OF PSS = 903 SURFACE AREA = 8725
ELEV. BOT. OF PWQ = 905 SURFACE AREA = 10900
ELEV. NORMAL POOL = 910.25 SURFACE AREA = 20323
ELEV. TOP. OF TWQ = 915 SURFACE AREA = 39089
ELEV. SPILLWAY= 915
ELEV. TOP OF DAM = 918.7

' ?k ? V
6 7004
W{#LITY
Page 1 'Y"ATER BRANCH
POND CHECK - WEIR2 Transource.wb3

POND DESIGN
TEMPORARY SEDIMENT STORAGE VOLUME REQUIRED 25410

VOLUME PROVIDED

ELEV. BOT. OF POND= 903.00 SURFACE AREA = 8725
ELEV. NORMAL POOL= 910.25 SURFACE AREA= 20323

ALLOW 75% OF BASIN VOLUME TO WQ ORIFICE = 78974
OK

PERMANENT SEDIMENT ST ORAGE VOLUME REQUIRED 10763

VOLUME PROVIDED

ELEV. BOT. OF PSS = 903.00 SURFACE AREA = 8725
ELEV. BOT. OF PWQ = 905.00 SURFACE AREA = 10900

VOLUME PROVIDED = 19625
OK

PERMANENT WATER QUAL ITY SURFACE AREA RE 'D 16119

NORMAL POOL ELEVATION = 910.25
SURFACE AREA PROVIDED = 20323
L= z OK

TEMPORARY WATER UAL ITY STORAGE REQUIRED
Rv= 0.553
VOLUME REQUIRED = 47658

VOLUME PROVIDED

ELEV. BOT. OF TWQ = 910.25 SURFACE AREA = 20323
ELEV. TOP OF TWQ = 915.00 SURFACE AREA = 39089

VOLUME PROVIDED = 141104
OK

Page 2
POND CHECK - WEIR2 Transource.wb3

WATER QUALITY RELEASE HOLE

ELEV. BOT. OF WATER QUALITY RELEASE HOLE = 910.25
MAXIMUM RELEASE RATE = 4
MINIMUM RELEASE RATE = 6
MAXIMUM HOLE SIZE = 0.0532349315232191 3.12
MINIMUM HOLE SIZE = 0.0354899543488127 2.55

SPILLWAY

ELEV. SPILLWAY= 915
DESIGN STORM PEAK FLOW = 151.8
SPILLWAY SIDE SLOPES ie 3 if 3:1, 0 if vertical = 0
FLOW DEPTH = 2.70
BOTTOM WIDTH REQUIRED = 11.41
Page 3
Project No. D
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stonnwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : TR./,)SO d 2C E
Contact Person: TrihN A GrS Phone Number: (36) <g - g2 S
For projects with multiple basins, specify which basin this worksheet applies to: NZA
Basin Bottom Elevation W. O ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 7/0 .,?.f ft. (elevation of the orifice invert out)
Temporary Pool Elevation NS-60 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area .01000 sq. ft. (water surface area at permanent pool elevation)
Drainage Area •? 3. 7 2, ac. (on-site and off-site drainage to the basin)
Impervious Area Ig. S 6 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume cu. ft. (combined volume of main basin and forebay)
y/
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
Q4- The temporary pool controls runoff from the 1 inch storm event.
9A The basin length to width ratio is greater than 3:1.
¢A The basin side slopes are no steeper than 3:1.
e// A A submerged and vegetated perimeter shelf at less than 6:1 is provided.
? ,??d cu. ft. ? / y? _ cu. ft.
Temporary II. Pool REQUIRED Volume ITEMS CHECKLIST (volume detained on top of the permanent pool)
SA/DA usedJ /•.S ? (surface area to drainage area ratio)
Diameter of Orifice J. b in. (draw down orifice diameter)
Forebay The Volfollowingume checklist outlines design 7/1 requirements per the Stormwater Best Management Practices manual
of -Sediment storage is provided in the permanent pool.
9k Access is provided for maintenance.
4t# A site specific operation and maintenance (O&M) plan is provided.
9A A debris check is specified in the O&M plan to be performed after every storm event.
Vegetation to the permanent pool elevation is specified.
.S et 4cA. An emergency drain is provided to drain the basin.
Qif The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
9A The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
?A A minimum 30-foot vegetative filter is provided at the outlet.
A vegetation management/mowing schedule is provided in the O&M plan.
QA Semi-annual inspections are specified in the O&M plan.
qA• A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
Q ? A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
Transource
Wet Detention Pond Worksheet Additional Information
1. The pond is not designed as a Wetland type detention basin; therefore, no perimeter shelf
has been provided.
2. The concrete spillway arrangement does not allow for an emergency drain. The owner is
aware that a pump is required for maintenance of the pond. This information is included in
the O&M plan information on the drawings.
L ` '7
D
0 C T I ? 7004
WFT! ?VYL V ,I I c-R QUALITY
AiyC "CR"WATER BRANCH
CALCULATIONS FOR
TRANSOUCE
STORM WATER MANAGEMENT PLAN
92@20YRN
O C T 1 5 2004
WETLAN; S AND f,`TuH,V, yq aL'Ty
BRANCH
GREENSBORO, NORTH CAROLINA
JUN 18 2Wj June 18, 2004
T
Triad`'
Design
Group
r
SUBJECT /j/.1.1.f l.Y..S.Q..U 4.f:. ............................... PROJ.NO.
..?I..n.M.Gl1/ lf.......5.7Q.Di ........ SHEET
DESIGNED BY .................:!; 714d............................... DATE
GI IE9KE8$Y ..................... ? .............................. DATE
V /S 6-O
..o...y.-.o...3...a ..............
/.... OF ?........
o..'/ ..........
6 ./... %?/o.................
'Pr' akol Io ws
2. 7Desi?n ?Onc? S/2e / r Gt/d??? 91 y
71e `S'? ? e Q c? ?lC ? p?P v /c? 7?0
CEO 4 ro / /? o s 7 GtP oe (QR Il ? ?+n , +?<J40
?pr?ao?S?i ?e ? ?J

/?i? ? L?U?.C G ?i?7 mot/ ? •?`rJ CV R
S X ?, Q ?? (G(?Uddl Gnus S74 r slams)
?d x 6 f1c. sa;
17" 7 A 'q7
o --
SUBJEC?T^ ..... (...RJ'/..:!!.1..?. e) Ip Q. ?n? ..................... PROJ. NO. C.`/ °` 1..?. .tre!.4 ............
Tread :.::D54 ... .................... SHEET ......:....OF r............
Desi DESIGNED BY .................. ............................... DATE ...... ,4 ...........
...................s.t...F! T.............................. DATE ........G.. ...??/Q.L/.............
Group CME81EE6 BY
?? rZc J?s,r?
lAr
17
Ago = gy93 ?S

?sr""? ?lil/Icf/c? ?ov?••v?- c??cu,?? 7ro?/S?
??rio Ye-?•? .S ?v ?°?
COG ok
s
SPEARS FAMILY YMCA POND 2 Year Storm
HYDROGRAPH FORMULATION Q2
WATERSHED AREA = 23.72 ACRES
SCS CN = 84
24 Hr PRECIPITATION DEPTH = 3.5 INCHES
S= 1.904762
Q*= 1.93647
Tp = 25.96 1.25Tp = 32.45528
Qp = 77
dt = 5
TIME Q
min cfs
0 0
5 6.83
10 24.91
15 47.81
20 67.40
25 76.74
30 72.50
35 57.93
40 45.10
45 35.11
50 27.34
55 21.28
60 16.57
65 12.90
70 10.04
75 7.82
80 6.09
85 4.74
90 3.69
95 2.87
100 2.24
105 1.74
110 1.36
115 1.06
120 0.82
125 0.64
130 0.50
135 0.39
140 0.30
145 0.23
150 0.18
155 0.14
160 0.11
165 0.09
170 0.07
175 0.05
180 0.04
24 HR PRECIPITATION
2 YR 10 YR 25 YR
3.5 5.1 6.04
50 YR 100 YR
6.77 7.5
SPEARS FAMILY YMCA POND 2 Year Storm
STAGE-STORAGE RELATIONSHIP
CONTOLI ONTOLI
AREA
s ft INCR
VOL
cult ACCUM
VOL
cult STAGE

(ft) In S In Z
910.25 20322 0
914 29253 92953.125 92953.13 3.75 11.4399 1.321756
915 31655 30454 123407.1 4.75 11.7232 1.5581
918 39089 106116 229523.1 7.75 12.3438 2.0477
0 ERR ERR -910.25 ERR ERR
Ks =`5
0b °2
= '
STAGE-DISCHARGE RELATIONSHIP
RISER DIAMETER =
AREA =
CIRCUM =
BARREL DIAMETER =
AREA =
INVERT =
SPILLWAY LEN =
BOTTOM OF TWQ
TOP OF TWQ
EM SPILLWAY
TOP OF DAM
0 INCHES Cw = 3.33
0.00 SQ. FT. Cd = 0.6
0.00 FT.
0 INCHES Cd = 0.6
0.00 SQ. FT.
0
8 FT.
STAGE

ft RISER
(weir)
cfs RISER
(orifice)
cfs BARREL

cfs SPLWAY

cfs TOTAL

cfs
910.25 0.00 0.00 0.00 0.00 0.00
910.75 0.00 0.00 0.00 0.00 0.00
911.25 0.00 0.00 0.00 0.00 0.00
911.75 0.00 0.00 0.00 0.00 0.00
912.25 0.00 0.00 0.00 0.00 0.00
912.75 0.00 0.00 0.00 0.00 0.00
913.25 0.00 0.00 0.00 0.00 0.00
913.75 0.00 0.00 0.00 0.00 0.00
914.25 0.00 0.00 0.00 0.00 0.00
914.75 0.00 0.00 0.00 0.00 0.00
915.25 0.00 0.00 0.00 3.00 3.00
915.75 0.00 0.00 0.00 15.591 1 15.59
SPEARS FAMILY YMCA POND 2 Year Storm
CHAINSAW ROUTING ASSUMES THAT WATER LEVEL IN THE POND IS
AT THE WATER QUALITY ORIFICE AT
THE TIME THE nFSIGN STORM HITS
TIME

MIN INFLOW

CFS STORAGE

CU FT STAGE

FT RISER
(WEIR)
CFS RISER
(ORIFICE)
CFS BARREL

CFS SPLWAY

CFS TOTAL
OUTFL
CFS
0 0.00 0.00 910.25 0.00 0.00 0.00 0.00 0.00
5 6.83 0.00 910.25 0.00 0.00 0.00 0.00 0.00
10 24.91 2050.00 910.41 0.00 0.00 0.00 0.00 0.00
15 47.81 9522.30 910.81 0.00 0.00 0.00 0.00 0.00
20 67.40 23864.39 911.46 0.00 0.00 0.00 0.00 0.00
25 76.74 44085.15 912.26 0.00 0.00 0.00 0.00 0.00
30 72.50 67106.63 913.11 0.00 0.00 0.00 0.00 0.00
35 57.93 88856.71 913.86 0.00 0.00 0.00 0.00 0.00
40 45.10 106236.29 914.44 0.00 0.00 0.00 0.00 0.00
45 35.11 119766.85 914.88 0.00 0.00 0.00 0.00 0.00
50 27.34 130300.84 915.22 0.00 0.00 0.00 2.48 2.48
55 21.28 137757.27 915.46 0.00 0.00 0.00 7.40 7.40
60 16.57 141921.51 915.59 0.00 0.00 0.00 10.81 10.81
65 12.90 143650.60 915.64 0.00 0.00 0.00 12.33 12.33
70 10.04 143820.10 915.65 0.00 0.00 0.00 12.49 12.49
75 7.82 143086.55 915.62 0.00 0.00 0.00 11.83 11.83
80 6.09 141883.50 915.59 0.00 0.00 0.00 10.77 10.77
85 4.74 140477.82 915.54 0.00 0.00 0.00 9.58 9.58
90 3.69 139025.72 915.50 0.00 0.00 0.00 8.39 8.39
95 2.87 137614.15 915.45 0.00 0.00 0.00 7.29 7.29
100 2.24 136288.16 915.41 0.00 0.00 0.00 6.30 6.30
105 1.74 135068.00 915.37 0.00 0.00 0.00 5.44 5.44
110 1.36 133959.61 915.34 0.00 0.00 0.00 4.68 4.68
115 1.06 132960.95 915.30 0.00 0.00 0.00 4.04 4.04
120 0.82 132065.78 915.28 0.00 0.00 0.00 3.49 3.49
125 0.64 131265.85 915.25 0.00 0.00 0.00 3.02 3.02
130 0.50 130552.25 915.23 0.00 0.00 0.00 2.62 2.62
135 0.39 129916.09 915.21 0.00 0.00 0.00 2.28 2.28
140 0.30 129348.97 915.19 0.00 0.00 0.00 1.99 1.99
145 0.23 128843.11 915.17 0.00 0.00 0.00 1.74 1.74
150 0.18 128391.46 915.16 0.00 0.00 0.00 1.53 1.53
155 0.14 127987.69 915.15 0.00 0.00 0.00 1.35 1.35
160 0.11 127626.20 915.14 0.00 0.00 0.00 1.19 1.19
165 0.09 127302.01 915.12 0.00 0.00 0.00 1.06 1.06
170 0.07 127010.75 915.12 0.00 0.00 0.00 0.94 0.94
175 0.05 126748.57 915.11 0.00 0.00 0.00 0.84 0.84
180 0.04 126512.11 915.10 0.00 0.00 0.00 0.75 0.75
PEAK OUTFLOW = 12.49 CFS
PEAK STAGE = 915.65 70 Minutes
SPEARS FAMILY YMCA POND 2 Year Storm
14-
12 -
10 -
8
6
4
2
0 0 15 30 45 60 75 90 105120135150165180
SPEARS FAMILY YMCA PONDX Year Storm
/0
CHAINSAW ROUTING ASSUMES THAT WATER LEVEL IN THE POND IS
AT THE WATER QUALITY ORIFICE AT
THE TIME THE DESIGN STORM HITS
TIME

MIN INFLOW

CFS STORAGE

CU FT STAGE

FT RISER
(WEIR)
CFS RISER
(ORIFICE)
CFS BARREL

CFS SPLWAY

CFS TOTAL
OUTFL
CFS
0 0.00 0.00 910.25 0.00 0.00 0.00 0.00 0.00
5 4.32 0.00 910.25 0.00 0.00 0.00 0.00 0.00
10 16.50 1296.76 910.36 0.00 0.00 0.00 0.00 0.00
15 34.33 6247.79 910.64 0.00 0.00 0.00 0.00 0.00
20 54.55 16545.52 911.14 0.00 0.00 0.00 0.00 0.00
25 73.48 32909.27 911.83 0.00 0.00 0.00 0.00 0.00
30 87.69 54954.32 912.67 0.00 0.00 0.00 0.00 0.00
35 94.59 81261.98 913.60 0.00 0.00 0.00 0.00 0.00
40 92.91 109637.73 914.55 0.00 0.00 0.00 0.00 0.00
45 82.97 137510.65 915.45 0.00 0.00 0.00 7.21 7.21
50 69.60 160237.31 916.16 0.00 0.00 0.00 29.84 29.84
55 58.25 172166.03 916.52 0.00 0.00 0.00 45.01 45.01
60 48.76 176140.58 916.64 0.00 0.00 0.00 50.46 50.46
65 40.81 175630.36 916.63 0.00 0.00 0.00 49.75 49.75
70 34.16 172949.30 916.54 0.00 0.00 0.00 46.07 46.07
75 28.59 169378.02 916.44 0.00 0.00 0.00 41.29 41.29
80 23.93 165568.21 916.32 0.00 0.00 0.00 36.38 36.38
85 20.03 161834.26 916.21 0.00 0.00 0.00 31.75 31.75
90 16.77 158318.09 916.10 0.00 0.00 0.00 27.58 27.58
95 14.04 155075.19 916.00 0.00 0.00 0.00 23.89 23.89
100 11.75 152118.25 915.91 0.00 0.00 0.00 20.68 20.68
105 9.83 149439.32 915.82 0.00 0.00 0.00 17.89 17.89
110 8.23 147021.06 915.75 0.00 0.00 0.00 15.49 15.49
115 6.89 144842.44 915.68 0.00 0.00 0.00 13.43 13.43
120 5.77 142881.69 915.62 0.00 0.00 0.00 11.65 11.65
125 4.83 141117.68 915.56 0.00 0.00 0.00 10.12 10.12
130 4.04 139530.64 915.51 0.00 0.00 0.00 8.80 8.80
135 3.38 138102.44 915.47 0.00 0.00 0.00 7.67 7.67
140 2.83 136816.56 915.43 0.00 0.00 0.00 6.69 6.69
145 2.37 135658.17 915.39 0.00 0.00 0.00 5.85 5.85
150 1.98 134613.90 915.36 0.00 0.00 0.00 5.12 5.12
155 1.66 133671.83 915.33 0.00 0.00 0.00 4.50 4.50
160 1.39 132821.26 915.30 0.00 0.00 0.00 3.95 3.95
165 1.16 132052.67 915.28 0.00 0.00 0.00 3.48 3.48
170 0.97 131357.54 915.25 0.00 0.00 0.00 3.07 3.07
175 0.81 130728.28 915.23 0.00 0.00 0.00 2.72 2.72
180 0.68 130158.11 915.22 0.00 0.00 0.00 2.41 2.41
PEAK OUTFLOW = 50.46 CFS
PEAK STAGE = 916.64 60 Minutes
SPEARS FAMILY YMCA PONDI- Year Storm
/O
STAGE-STORAGE RELATIONSHIP
CONTOLI ONTOLI INCR ACCUM STAGE In S In Z
AREA VOL VOL
s ft) cu ft) cu ft) ft
910.25 20322 0
914 29253 92953.125 92953.13 3.75 11.4399 1.321756
915 31655 30454 123407.1 4.75 11.7232 1.5581
918 39089 106116 229523.1 7.75 12.3438 2.0477
0 ERR ERR -910.25 ERR ERR
57,
b K .0
=
STAGE-DISCHARGE RELATIONSHIP
RISER DIAMETER =
AREA =
CIRCUM =
BARREL DIAMETER =
AREA =
INVERT =
SPILLWAY LEN =
BOTTOM OF TWQ
TOP OF TWQ
EM SPILLWAY
TOP OF DAM
0 INCHES Cw = 3.33
0.00 SQ. FT. Cd = 0.6
0.00 FT.
0 INCHES Cd = 0.6
0.00 SQ. FT.
0
8 FT.
STAGE

ft RISER
(weir)
cfs RISER
(orifice)
cfs BARREL

cfs SPLWAY

cfs TOTAL

cfs
910.25 0.00 0.00 0.00 0.00 0.00
910.75 0.00 0.00 0.00 0.00 0.00
911.25 0.00 0.00 0.00 0.00 0.00
911.75 0.00 0.00 0.00 0.00 0.00
912.25 0.00 0.00 0.00 0.00 0.00
912.75 0.00 0.00 0.00 0.00 0.00
913.25 0.00 0.00 0.00 0.00 0.00
913.75 0.00 0.00 0.00 0.00 0.00
914.25 0.00 0.00 0.00 0.00 0.00
914.75 0.00 0.00 0.00 0.00 0.00
915.25 0.00 0.00 0.00 3.00 3.00
915.75 0.00 0.00 0.00 15.59 15.59
SPEARS FAMILY YMCA POND f Year Storm
/D
HYDROGRAPH FORMULATION Q10
WATERSHED AREA = 23.72 ACRES
SCS CN = 84
24 Hr PRECIPITATION DEPTH = 5.1 INCHES
S= 1.904762
Q"= 3.362025
Tp = 36.54 1.25Tp = 45.67121
Qp = 95
dt = 5
TIME
min Q
cfs
0 0
5 4.32
10 16.50
15 34.33
20 54.55
25 73.48
30 87.69
35 94.59
40 92.91
45 82.97
50 69.60
55 58.25
60 48.76
65 40.81
70 34.16
75 28.59
80 23.93
85 20.03
90 16.77
95 14.04
100 11.75
105 9.83
110 8.23
115 6.89
120 5.77
125 4.83
130 4.04
135 3.38
140 2.83
145 2.37
150 1.98
155 1.66
160 1.39
165 1.16
170 0.97
175 0.81
180 0.68
24 HR PRECIPITATION
2 YR 10 YR 25 YR
3.5 5.1 6.04
50 YR 100 YR
6.77 7.5
SPEARS FAMILY YMCA POND)t Year Storm
/D
60
50 - -
40
30
20
10
0 0 15 30 45 60 75 90 105120135150165180
SPEARS FAMILY YMCA POND T Year Storm
/DO
HYDROGRAPH FORMULATION Q100
WATERSHED AREA = 23.72 ACRES
SCS CN = 84
24 Hr PRECIPITATION DEPTH = 7.5 INCHES
S= 1.904762
Q`= 5.616346
Tp = 44.26 1.25Tp = 55.32837
Qp = 131
dt = 5
TIME
min Q
cfs
0 0
5 4.08
10 15.82
15 33.74
20 55.63
25 78.74
30 100.21
35 117.35
40 128.02
45 130.91
50 125.64
55 112.88
60 97.60
65 84.27
70 72.76
75 62.82
80 54.24
85 46.83
90 40.44
95 34.91
100 30.15
105 26.03
110 22.47
115 19.40
120 16.75
125 14.47
130 12.49
135 10.78
140 9.31
145 8.04
150 6.94
155 5.99
160 5.18
165 4.47
170 3.86
175 3.33
180 2.88
24 HR PRECIPITATION
2 YR 10 YR 25 YR
3.5 5.1 6.04
50 YR 100 YR
6.77 7.5
SPEARS FAMILY YMCA POND.? Year Storm
/60
STAGE-STORAGE RELATIONSHIP
CONTOU ONTOU INCR ACCUM STAGE In S In Z
AREA VOL VOL
s ft cu ft) cu ft) ft
910.25 20322 0
914 29253 92953.125 92953.13 3.75 11.4399 1.321756
915 31655 30454 123407.1 4.75 11.7232 1.5581
918 39089 106116 229523.1 7.75 12.3438 2.0477
0 ERR ERR -910.25 ERR ERR
Ks =F Jl
b = 1.20
STAGE-DISCHARGE RELATIONSHIP
RISER DIAMETER =
AREA =
CIRCUM =
BARREL DIAMETER =
AREA =
INVERT =
SPILLWAY LEN =
0 INCHES
0.00 SQ. FT.
0.00 FT.
0 INCHES
0.00 SQ. FT.
0
8 FT.
BOTTOM OF TWO
TOP OF TWQ
EM SPILLWAY
TOP OF DAM
Cw = 3.33
Cd = 0.6
Cd = 0.6
STAGE

ft RISER
(weir)
cfs RISER
(orifice)
cfs BARREL

cfs SPLWAY

cfs TOTAL

cfs
910.25 0.00 0.00 0.00 0.00 0.00
910.75 0.00 0.00 0.00 0.00 0.00
911.25 0.00. 0.00 0.00 0.00 0.00
911.75 0.00 0.00 0.00 0.00 0.00
912.25 0.00 0.00 0.00 0.00 0.00
912.75 0.00 0.00 0.00 0.00 0.00
913.25 0.00 0.00 0.00 0.00 0.00
913.75 0.00 0.00 0.00 0.00 0.00
914.25 0.00 0.00 0.00 0.00 0.00
914.75 0.00 0.00 0.00 0.00 0.00
915.25 0.00 0.00 0.00 3.00 3.00
915.75 0.00 0.00 0.00 15.591 1 15.59
SPEARS FAMILY YMCA POND t' Year Storm
/p 0
CHAINSAW ROUTING ASSUMES THAT WATER LEVEL IN THE POND IS HALF WAY
BETWEEN WATER QUALITY ORIFICE AND TOP OF RISER AT
THE TIME THE DESIGN STORM HITS
TIME

MIN INFLOW

CFS STORAGE

CU FT STAGE

FT RISER
(WEIR)
CFS RISER
(ORIFICE)
CFS BARREL

CFS SPLWAY

CFS TOTAL
OUTFL
CFS
0 0.00 0.00 910.25 0.00 0.00 0.00 0.00 0.00
5 4.08 0.00 910.25 0.00 0.00 0.00 0.00 0.00
10 15.82 1224.43 910.35 0.00 0.00 0.00 0.00 0.00
15 33.74 5969.56 910.63 0.00 0.00 0.00 0.00 0.00
20 55.63 16092.88 911.12 0.00 0.00 0.00 0.00 0.00
25 78.74 32781.66 911.82 0.00 0.00 0.00 0.00 0.00
30 100.21 56404.93 912.72 0.00 0.00 0.00 0.00 0.00
35 117.35 86467.52 913.78 0.00 0.00 0.00 0.00 0.00
40 128.02 121671.78 914.94 0.00 0.00 0.00 0.00 0.00
45 130.91 160079.28 916.15 0.00 0.00 0.00 29.65 29.65
50 125.64 190458.16 917.07 0.00 0.00 0.00 71.57 71.57
55 112.88 206681.39 917.55 0.00 0.00 0.00 97.91 97.91
60 97.60 211173.89 917.69 0.00 0.00 0.00 105.61 105.61
65 84.27 208771.15 917.61 0.00 0.00 0.00 101.47 101.47
70 72.76 203611.29 917.46 0.00 0.00 0.00 92.74 92.74
75 62.82 197616.59 917.28 0.00 0.00 0.00 82.89 82.89
80 54.24 191595.12 917.11 0.00 0.00 0.00 73.33 73.33
85 46.83 185867.94 916.93 0.00 0.00 0.00 64.57 64.57
90 40.44 180548.54 916.77 0.00 0.00 0.00 56.72 56.72
95 34.91 175662.41 916.63 0.00 0.00 0.00 49.80 49.80
100 30.15 171198.23 916.49 0.00 0.00 0.00 43.71 43.71
105 26.03 167130.05 916.37 0.00 0.00 0.00 38.37 38.37
110 22.47 163427.08 916.25 0.00 0.00 0.00 33.70 33.70
115 19.40 160057.97 916.15 0.00 0.00 0.00 29.62 29.62
120 16.75 156992.72 916.06 0.00 0.00 0.00 26.05 26.05
125 14.47 154203.38 915.97 0.00 0.00 0.00 22.93 22.93
130 12.49 151664.31 915.89 0.00 0.00 0.00 20.20 20.20
135 10.78 149352.13 915.82 0.00 0.00 0.00 17.81 17.81
140 9.31 147245.65 915.75 0.00 0.00 0.00 15.71 15.71
145 8.04 145325.68 915.69 0.00 0.00 0.00 13.88 13.88
150 6.94 143574.85 915.64 0.00 0.00 0.00 12.27 12.27
155 5.99 141977.48 915.59 0.00 0.00 0.00 10.85 10.85
160 5.18 140519.37 915.54 0.00 0.00 0.00 9.61 9.61
165 4.47 139187.70 915.50 0.00 0.00 0.00 8.52 8.52
170 3.86 137970.89 915.46 0.00 0.00 0.00 7.57 7.57
175 3.33 136858.43 915.43 0.00 0.00 0.00 6.72 6.72
180 2.88 135840.85 915.40 0.00 0.00 0.00 5.98 5.98
PEAK OUTFLOW = 105.61 CFS
PEAK STAGE = 917.69 60 Minutes
SPEARS FAMILY YMCA POND&Year Storm
/d0
120
100
80
60
40
20
0
0 15 30 45 60 75 90 105120135150165180
POND CHECK - WEIR2 Transource.wb3
PERMANENT WET DETENTION POND - WEIR
Revised 8-24-99
GUILFORD COUNTY
PLANNING & D EVELOPMENT DEPARTMENT

PROJECT: TRANSOURCE INDEX NO: 04-030
CHECKED BY: 'fa
LOCATION: TRIAD DRIVE DATE: 16-Jun-04
REVISED:

SITE DATA
TOTAL SITE AREA = 19.62 WATERSHED= UPPER RANDELMAN
PRO POSED BUILT UPON AREA = 12.86 CLASSIFICATION : WS - IV
FUTURE BUILT UPON AREA = 0.00 GWA/WCA = GWA
TOTAL ON-SITE BUILT UPON AREA = 12.86
PERCENT BUILT-UPON = 65.55%

ON-SITE DRAINAGE AREA TO POND = 19.62
ON-SITE BUA TO POND = 12.86
PERCENT BUA FOR POND SUB-BASIN = 65.55%
OFF-SITE DRAINAGE AREA TO POND = 4.10 MAX. OFF-SITE B.U.% = 10%
TOTAL WATERSHED AREA TO POND = 23.72
DISTURBED AREA = 14.00
TEMP. SED. STOR. USED Y/N Y

DESIGN DATA
TEMPORARY SEDIMENT STORAGE 0.5 acre-inch per disturbed acre
PERMANENT SEDIMENT STORAGE 0.125 acre-in per total drainage area
PERMANENT WATER QUALITY
COMPOSITE B.U. % = 55.94 percent
DEPTH minimum 3 feet 4.0 feet
SA/DA (Figure 5.6-2 1.91 percent
TEMPORARY WATER QUALITY 1.0 rainfall to be controlled

PRINCIPAL & EMERGENCY SPILLWAY
TYPE shay crested
X broad crested
DESIGN STORM 100 year
RAINFALL INTENSITY 8 inches per hour
RUNOFF COEFFICIENT 0.8

POND DATA
ELEV. BOT. OF POND = 902 SURFACE AREA = 8622
ELEV. BOT. OF PSS = 902 SURFACE AREA = 8622
ELEV. BOT. OF PWQ = 904 SURFACE AREA = 12296
ELEV. NORMAL POOL = 910.25 SURFACE AREA = 20323
ELEV. TOP. OF TWQ = 915 SURFACE AREA = 39089
ELEV. SPILLWAY= 916
ELEV. TOP OF DAM = 918

Page 1
POND CHECK - WEIR2 Transource.wb3

POND DESIGN
TEMPORARY SEDIMENT STORAGE VOLU ME REQUIRED 25410

VOLUME PROVIDED

ELEV. BOT. OF POND= 902.00 SURFACE AREA= 8622
ELEV. NORMAL POOL = 910.25 SURFACE AREA= 20323

ALLOW 75% OF BASIN VOLUME TO WQ ORIFICE = 89549
OK

PERMANENT SEDIMENT ST ORAGE VOLU ME REQUIRED 10763

VOLUME PROVIDED

ELEV. BOT. OF PSS = 902.00 SURFACE AREA= 8622
ELEV. BOT. OF PWQ = 904.00 SURFACE AREA= 12296

VOLUME PROVIDED = 20918
OK

PERMANENT WATER UAL ITY SURFACE AREA RE 'D 19735

NORMAL POOL ELEVATION = 910.25
SURFACE AREA PROVIDED = 20323
OK

TEMPORARY WATER QUAL ITY STORAGE REQUIRED
Rv= 0.553
VOLUME REQUIRED = 47658

VOLUME PROVIDED

ELEV. BOT. OF TWQ = 910.25 SURFACE AREA = 20323
ELEV. TOP OF TWQ = 915.00 SURFACE AREA = 39089

VOLUME PROVIDED = 141104
OK

Page 2
POND CHECK - WEIR2 Transource.wb3

WATER QUALITY RELEASE HOLE

ELEV. BOT. OF WATER QUALITY RELEASE HOLE = 910.25
MAXIMUM RELEASE RATE = 4
MINIMUM RELEASE RATE = 6
MAXIMUM HOLE SIZE = 0.0585711589204834 3.28
MINIMUM HOLE SIZE = 0.0390474392803223 2.68

S

ELEV. SPILLWAY = 916
DESIGN STORM PEAK FLOW = 151.8
SPILLWAY SIDE SLOPES ie i vertical = 0
FLOW DEPT = 2.00
BG+ToIVFw-IDTH REQUIRED = 89
AW MUD, f e ear ?4X O 2J'v?1.?dL CA4 a vt.4 ?,,oA/s
Page 3
A74LA.
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
November 3, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Jim Bland
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-1128
Guilford County
Subject Property: Transource Commercial Development, Greensboro, NC
REQUEST FOR MORE INFORMATION-Stormwater Management Plan
On October 15, 2004, the Division of Water Quality (DWQ) received the revised stormwater management
plan prepared by your engineer, Mr. John Akers, P.E. of Triad Design Group, to comply with the
conditions of the 401 Water Quality Certification issued on August 26, 2004.
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). The following items were not included:
¦ Signed and notarized Operation and Maintenance Agreement that covers maintenance for all
stormwater facilities, not just the wet detention pond.
¦ Please redesign the forebay to accomodate 20% of the total basin volume; the present design has a
14% capacity.
¦ DWQ has received the worksheet for the wet detention basin, but not the proposed level spreader and
bioretention area. We must have a completed worksheet for each stormwater management facility.
¦ Planting plan for the bioretention area. You are reminded that the bioretention area must be designed
in accordance with the DWQ 1999 Stormwater BMP Manual.
¦ The level spreader must be designed according to DWQ standards.
Information regarding DWQ standards for stormwater management BMPs can be found on the 401
Oversite/Express Review Website. Please respond within three (3) weeks of the date of this letter by
sending three (3) copies this information in writing. This letter only addresses the stormwater
management plan review and does not authorize any impacts to wetlands or streams until the plans are
approved. Please call Ms. Cynthia Van Der Wiele at 919-715-3473 if you have any questions regarding
these issues.
Sincerely,
C?
Cyndi B. Karoly
DWQ, Wetlands / 401 Unit
CBK/cvdw
cc: DWQ Winston-Salem Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Akers, Triad Design Group, 4807-C Koger Blvd., Greensboro, NC 27407
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NofthCarohna
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
e??
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
September 28, 2004
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Jim Bland
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
DWQ Project # 04-1128
Guilford County
Subject Property: Transource Commercial Development, Greensboro, NC
REQUEST FOR MORE INFORMATION-Stormwater Management Plan
On September 13, 2004, the Division of Water Quality (DWQ) received the stormwater management plan
prepared by your engineer, Mr. John Akers, P.E. of Triad Design Group, to comply with the conditions of
the 401 Water Quality Certification issued on August 26, 2004.
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). The following items were not included:
¦ Signed and notarized Operation and Maintenance Agreement for the stormwater facilities.
¦ Completed worksheet for each stormwater management facility.
¦ Detailed narrative description of stormwater treatment/management.
BMP worksheets can be found on the 401 Oversite/Express Review Website. Please respond within three
weeks of the date of this letter by sending three (3) copies this information in writing. This letter only
addresses the stormwater management plan review and does not authorize any impacts to wetlands or
streams until the plans are approved. Please call Ms. Cynthia Van Der Wiele at 919-715-3473 or Mr.
John Dorney at 919-733-1786 if you have any questions regarding this issue.
Forney,
, Wetlands a401 nit
JRD/cvdw v
cc: DWQ Winston-Salem Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
John Akers, Triad Design Group, 4807-C Koger Blvd., Greensboro, NC 27407
Filename: 041128Transource(Guilford)StormMorelnfo.doc
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NoffhCafohna
Phone: [phone] /FAX [phone] /Internet: httr):Hh2o.enr.state.nc.us/ncwetlands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Pape! Naturallb,
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TfiadDesign
Group
TRANSMITTAL LETTER
Date: November 19, 2004
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
p@[Runq
NOV g 3 2004
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
4807-C Koger Blvd. Project: Transource Project No.: 04-030
Greensboro, NC 27407 Greensboro, NC
Phone [phone]
Fax [phone]
We Transmit:
(X ) herewith
( ) under separate cover
The Following:
Copies Date
For Your:
( ) approval
( ) review & comment
(X ) use
Description
1 Level Spreader Worksheet
1 Revised 401 Wet Detention Basin Worksheet
1 Set Sep 22, 2004 Revised Drawings
Remarks:
Per your letter, dated November 3, 2004, DWQ# 04-1128, attached is additional
information you requested. Please note that the Bio-retention area has been
removed from the project. The parking lot that required a separate water quality
device has been deleted from the project. The Forebay volume has been corrected
on the attached sheet.
If you have any question please call.
Copies: Sincerely,
By: --J__A cab
John Akers, P.E.
Sr. Civil Engineer
P.\2004\Transource Sitc P1an\Admin\I 1-19-04 Resd Store-ater Info NC DWQ. xmt. wpd
Proj ect No.
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Proj ect Name : ?nCI ) SO 1J.? ('6'
Contact Person: -+Leh v 4/4"er S Phone Number: (336 ) o? l S - 9!2- 8 2?
For projects with multiple basins, specify which basin this worksheet applies to: .I1/A
Basin Bottom Elevation ?. ft. (average elevation of the floor of the basin)
Permanent Pool Elevation `?/0 •,?S ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?IS-60 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area -?010 00 sq. ft. (water surface area at permanent pool elevation)
Drainage Area .Z S. 7 2, ac. (on-site and off-site drainage to the basin)
Impervious Area /,?. X 6 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
41?i ?QQ cu. ft.
- cu. ft.
cu. ft.
413,6 9,A
/•s r
3. 0 in.
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. I fa requirement has not been met, attach an explanation of
why.
Applicants Initials
Q4- The temporary pool controls runoff from the 1 inch storm event.
9A The basin length to width ratio is greater than 3:1.
0A The basin side slopes are no steeper than 3:1.
All A -A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
Jet /? e? . An emergency drain is provided to drain the basin.
ig* The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
9d The temporary pool draws down in 2 to 5 days.
??- The forebay volume is approximately equal to 20% of the total basin volume.
4•F Sediment storage is provided in the permanent pool.
4A- Access is provided for maintenance.
O,d A minimum 30-foot vegetative filter is provided at the outlet.
A# A site specific operation and maintenance (O&M) plan is provided.
QA A vegetation management/mowing schedule is provided in the O&M plan.
9A Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
Q? A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
4 A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
' r
DWQ Project No
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name : _
Contact Person: _7'e A?
Level Spreader ID: .
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
complete the following information):
Phone Number:
- 300 ' A,0,v%41 fr /-9 S ?/ IBS
ft. (perpendicular to flow)
. ? ac. (on-site and off-site drainage to the level spreader)
ac. (on-site and off-site drainage to the level spreader)
% (6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm .SO cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation ? (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method A.'" 43 ores '0-1On C SS
W -J
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cis for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
QAPre-Form Scour Holes are on flat slopes only
01A No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
OA Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
q A- No structures are located in protected buffers.
6A Plan details for the bypass and outlets are provided.
Q A The operation and maintenance agreement includes annual erosion and vegetation repair.
Q. The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slope s of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Triad?
Design
6roup
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
.Do-a 04p- i ! 2-!5
TRANSMITTAL LETTER
Date: September 9, 2004
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Project: Transource
Greensboro, NC
We Transmit:
(X ) herewith
( ) under separate cover
The Following:
Copies Date
3 sets July 30, 20004
Remarks:
WETLANDS /401 GROUP
SEP 13 2004
WATER QUALITY SECTION
Project No.: 04-030
For Your:
(X ) approval
( ) review & comment
( ) use
Description
Stormwater Management Plan
Per your 401 water quality certification approval letter, dated August 26, 2004,
DWQ# 04-1128, attached are 3 copies of the stormwater management plan.
If you have any question please call.
Copies: Sincerely,
By: -TamelzAke k
John Akers, P.E.
Sr. Civil Engineer
P:\2004\Transource Site Plan\Admin\09-09-04 Stomwater Plans NC DWQ.xnit wpd
O?OF W A TERpG
r
0 ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 26, 2004
DWQ# 04-1128
Guilford County
Mr. Jim Bland
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bland:
Bland Enterprises, LLC has our approval, in accordance with the attached conditions, to place permanent fill
in 250 linear feet of perennial stream and in 0.06 acre of wetlands in order to construct a road crossing for the
Transource commercial development located at 8700 Triad Drive, Greensboro, Guilford County, as described
in your application received by the Division of Water Quality (DWQ) on July 9, 2004. After reviewing your
application, we have determined that this fill is covered by General Water Quality Certification Number 3404,
which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to
use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. We understand that you have chosen to contribute to the North Carolina Ecosystem Enhancement
Program (NCEEP) in order to compensate for the impacts to streams. In accordance with 15A NCAC
2R .0402 and 15A NCAC 2B .0242(7), this contribution will satisfy our compensatory mitigation
requirements under 15A NCAC 2H.0506(h) and 15A NCAC 213 .0233(10). Until the NCEEP receives
and clears your check (made payable to: NC DENR Ecosystem Enhancement Program), stream impacts
(including fill) shall not occur. You are required to mitigate for impacts to 250 linear feet of stream
channel. You shall make payment, in the amount determined by the NCEEP, to perform the restoration
of 250 linear feet of warm water stream in the Cape Fear River Basin, Cataloging Unit 03030002. You
have one month from the date of this Certification to make this payment. Ms. Deborah D. Anderson
should be contacted at [phone] if you have any questions concerning the Ecosystem
Enhancement Program. One
hC
Noarolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet htta//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Jim Bland
Page 2
August 26, 2004
2. The culvert required for this project shall be installed in such a manner that the original stream profile is
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below the location
of the culvert. The culvert shall be designed and installed to prevent head cutting of the stream. If the
culvert becomes perched, the appropriate stream grade shall be re-established or, if the culvert is
installed in a perched manner, the culvert shall be removed and re-installed correctly. The Applicant
must submit a plan and receive written approval from this Office to address any head cutting that will
occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
If riprap is required for energy dissipation and scour protection, it shall be limited to the minimum
dimensions specified by appropriate engineering calculations and may only be used below the normal
high water level. The original grade and elevation of the stream's cross-section must be maintained.
Riprap placed in the stream bottom must be inserted into the bottom matrix to a depth sufficient to
provide the thickness of riprap required for scour protection. The elevation of the stream bottom must
not be increased by the placement of riprap. Placement of riprap must not result in destabilization of the
streambed or banks upstream or downstream of any crossing. The riprap must be placed within the
authorized 250 linear feet of stream impact.
4. If concrete is used with any fill material, it shall not be allowed to come in contact with surface waters
until it has cured.
5. A final, written stormwater management plan shall be approved in writing by this Office before the
impacts specified in this certification occur, per condition No. 6 in General Certification 3404. The
stormwater management plan must include plans and specifications for stormwater management
facilities that are appropriate for surface waters classified as Class WS-IV and designed to remove, at a
minimum, 85% Total Suspended Solids according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. These facilities must be designed to treat the runoff
from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also,
before any permanent building is occupied at the subject site, the facilities (as approved by this Office)
shall be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be implemented. The structural stormwater practices as approved by this Office, as well as
drainage patterns, must be maintained in perpetuity. No changes to the structural stormwater practices
shall be made without written authorization from the Division of Water Quality.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs upstream
and downstream of the culvert site to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you request a hearing.
Mr. Jim Bland
Page 3
August 26, 2004
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AWK/cdl
Attachments: Certificate of Completion Form
General Water Quality Certification #3404
cc: Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
John Akers, P. E., Triad Design Group, 4807-C Koger Boulevard, Greensboro, NC 27407
041128
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Bland Enterprises, LLC has permission, as outlined below, to fill
250 linear feet of perennial streams in order to construct a road crossing in Greensboro, Guilford County, North
Carolina. All activities associated with these authorized impacts must be conducted with the conditions listed in
the attached certification. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION: 8700 Triad Drive, Greensboro
COUNTY: Guilford
BASIN/SUBBASIN Cape Fear (03-03-00-02)
Impacts:
250 linear feet of perennial streams
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Mitigation:
250 linear feet of perennial streams by NCEEP required for the 401 Water Quality Certification
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must
be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre increments
according to 15 2r.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign
this form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT
HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature:
Date:
NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
T
n
Design
Group
bit- t/Z?
TRANSMITTAL LETTER
Date: August 18, 2004
To: Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
WETLANDS/ 401 GROUP
AUG 2 3 2004
WATER QUALITY SECTION
4807-C Koger Blvd. Project: Transource Project No.: 04-030
Greensboro, NC 27407 Greensboro, NC
Phone [phone]
Fax [phone]
We Transmit:
(X ) herewith
( ) under separate cover
The Following:
Copies Date
For Your:
(X ) approval
( ) review & comment
( ) use
Description
7 August 18, 2004 Revised Pages 401 Water Quality Certification
Application
7 August 18, 2004 Impact Drawing
7 August 18, 2004 Letter to NC DENR/DWQ Ecosystem
Enhancement Program
Remarks:
If you have any question please call.
Copies: U.S. Army Corps of Engineers Sincerely,
P.Q004\Transource Site P1m\Admin\08-18-04 Rvsd 401 cert to NC DWQ.xmt.wpd
By: Joh"Akerk
John Akers, P.E.
Sr. Civil Engineer
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Stream Crossing .06 ac. No 10 feet Forested Wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.11 acres
Total area of wetland impact proposed: 0.06 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Road Crossing 250 U.T. of Deep River 2 Feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 250 linear feet
WETLANDS 1401 GROUP
AUG 2 3 2004
Page 6 of 12 WATER QUALITY SECTION
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation and earth dam with concrete spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement
Size of watershed draining to pond: 23 ac. Expected pond surface area: 0.46 ac.
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The road crossine. as shown on the attached plans, was located to provide a logical extension
of Triad Drive for future development of this area. The property owner has been required by the
City of Greensboro to construct the road for access to the property. Due to zoning requirements
no access to the property from existing roads in the agricultural zoned areas north of the property
will be allowed The width of the crossing has been reduced as much as possible by the use of
enlarged head and wing walls increasing the bank slopes to 2:1. and piping springs back to the
head of the channel.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The property owner plans to participate in the North Carolina Ecosystem Enhancement
Program see attached letter).
WETLANDS/ 401 GROUP
AUG 2 .3 2004
Page 8 of 12 WATER QUALITY SECTION
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hLtp://h2o.enr.state.nc.us/yf/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 250
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Randleman Rules__)?
Yes ® No ? If you answered "yes", provide the following information:
Page 9 of 12
Tri?
Design
Group a,eu.,1>,oo,
ARCHITECTURE
Ms. Deborah Anderson
E N G I N E E R I N G NC Department of Environment and Natural Resources
P L A N N I N G Division of Water Quality
1619 Mail Service Center
I N T E R 1 0 R D E S I G N Raleigh, North Carolina 27699-1619
RE: Transource
Greensboro, NC
Project no: 04-030/D
Dear Ms. Anderson:
¦ We are working with a client to build a new truck sales and service center located at
8700 Triad Drive in Greensboro, NC. In order to construct the facility as proposed, we
PRINCIPALS: will be impacting approximately 0.06 acres of wetlands and 250 linear feet of stream
Thomas J. Stone channel. We met with Ms. Andrea Wade with the Corps of Engineer on the site on
Mark J. Davis, PE August 101, and we will be required to mitigate each of these impacts at a 1:1 ratio.
Per this letter, we are requesting that you consider allowing our client to pay into the
ASSOCIATES: Ecosystem Enhancement Program in order to mitigate the above mentioned impacts.
Rodney M. Lindsey, AIA I have included a map and plan indicating the location of the site and the approximate
L. Allan Hill, PE. location of the stream channel and wetland. The wetland has been identified and flagged
on the site. Please contact meat 336-218-8282 if you wish to visit the site. Thank you
Jim 0. White, AIA again for your assistance in this matter.
Sincerely,
u
11
4807-C Koger Blvd.
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
100 ?? /44.-
John Akers, P.E.
Senior Civil Engineer
enclosures
CC: Andrea Wade, Corps of Engineers
www.triad-designgroup.com
401 Authorizations
Subject: 401 Authorizations
From: Daryl Lamb <[e-mail]>
Date: Thu, 19 Aug 2004 16:27:40 -0400
To: Cyndi Karoly <[e-mail]>
Hi Cyndi,
The following 401 authorizations have been issued by WSRO:
DWQ# 04-1069, Tyson Place Subdivision, effective 08/13/2004
DWQ# 04-1232, UT Mill Creek Restoration, effective 08/19/2004
Also, have you received the rescission letter for DWQ# 04-1025, Homestead
Subdivision, Watauga County? I spoke with the consultant last week and he said that
the letter had been sent to the Central Office a week or so before. A copy was also
addressed to me, but it too was sent to the Central Office. I haven't received my copy,
so I don't know if the letter arrived or not. If the rescission letter has not been received,
let me know so I can have the consultant fax copies to us.
You should be receiving some additional application information for DWQ# 04-1128,
Transource, Guilford County. Andrea Wade and I are having some heartburn over the
way this project is unfolding. We believe the City of Greensboro is forcing a
developer to extend a street into an area attractive for future development by denying
him access to his property off of existing streets which border the property. This
extension involves a perennial stream crossing, in the Randleman Lake Watershed, that
otherwise could be avoided. The minimization effort is not satisfactory, and the Corps
will require mitigation, probably at 2:1. I would like to talk with you about
Greensboro's actions. I believe this type of chicanery could cause more unnecessary
impacts. Andrea is exploring the possibility of placing the 404 on hold until the city
provides a full explanation. Denial of the 404 is also a possibility.
Best regards,
Daryl
Daryl Lamb
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone] ext 293
FAX: [phone]
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Office Use Only: Form Version April 2001
941128
USACE Action ID No. DWQ o.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing WETLANDS / 401 GROUP
1. Check all of the approval(s) requested for this project: JUL, 0 a) c
DQ Section 404 Permit 2004
? Section 10 Permit
K 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Bland Associates, LLC
Mailing Address: 1386 South Park Dr.
Kernersville, NC 27284
Telephone Number: 336-996-6060 Fax Number: 336-996-6710
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
MYMENT
Page 3 of 12 RECEIVED
III. Project Information
3
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE r equires i nformation t o b e s ubmitted o n s heets n o t arger t han 11 b y 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Transource
2. T.I.P. Project Number (NCDOT Only):
Property Identification Number (Tax PIN): _95-7078-1160 -7
4. Location
County: Guilford Nearest Town: Greensboro
rcl. Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Exit I-40 West on to Sandy
?.E Ridge Road. Right at the light onto Sandy Ridge Road. Left at first light onto Triad Drive.
Site is at the end of Triad Drive.
5. Site coordinates, if available (UTM or Lat/Long):N 36° 5'46" W80'0'25"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Industrial, Agricultural, and Undeveloped
7. Property size (acres): 19.62 Ac.
8. Nearest body of water (stream/river/sound/ocean/lake): West Fork, Deep River
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgs/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Provide an extension of Triad Drive and
associated utilities for Transource, and future development.
11. List the type of equipment to be used to construct the project: Excavators, Bulldozer
Dump Truck, Trackhoe,
12. Describe the land use in the vicinity of this project: Industrial, Agricultural, and
Undeveloped.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 Stream Crossing .07 ac. No 10 feet Forested Wetland

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.11 acres
Total area of wetland impact proposed: 0.07 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Road Crossing 290 U.T. of Deep River 2 Feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 290 linear feet
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
None

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Excavation and earth dam with concrete spillway
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Local stormwater requirement
Size of watershed draining to pond: 23 ac. Expected pond surface area: 0.46 ac.
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The road crossine. as shown on the attached plans. was located to provide a loi ical extension
of Triad Drive for future development of this area.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
None required
Page 8of12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hiip://h2o.enr.state.nc.us/M/index.htm If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. T he applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Randleman Rules )?
Yes X No ? If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 23,125 3
2 10,743 1.5
Total 33,868
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Buffer mitigation not required for road crossings where no practical alternative exists.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existiniz Impervious Acreage: 0.00 Ac. Proposed Impervious Acreage: 8.96 Ac. Total Acreage:
19.62 Ac. BMPs such as vegetated swales, rip-rap energy dissipaters, and protection of natural
stream buffers will be provide to protect surface waters and wetlands downstream.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage treatment will be though the City of Greensboro's treatment facilities.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
rP8 XrV -VVPZV iSes ? L •cr
JUL 0 7 2004
Agent's Signature
Date
s signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
KERNERSVILLE QUADRANGLE 56\???
NORTH CAROLINA
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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Transource c% Bland Associates
Project Number 04 1128
Recvd From APP
County Guilford
County2
Region Winston-Salem
Received Date 7/9/04 Recvd By Region
Project Type road extension
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 forested [9Y O N F_ - 17-2-(0.3) WSIV ?- 30,608. 0.06 2 00.00
Mitigation Wetland
MitigationType Type Acres Feet
Stream VW Stream r 2 00.00
is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? (0 Y O N
Is Mitigation required? OQ Y O N Recommendation: O Issue OO Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 360546
Longitude (ddmmss) 800025
Comments:
Site visit made on 08/10/2004_ Site is 19.62 acres in area and is located immediately north of the
1-40 right-of-way and just west of the Sandy Ridge Road/1-40 interchange. The surrounding area to
the north and west is larely undeveloped agricultural land. Immediately to the east of the site is an
area of significant commercial-industrial develop ent. Currently there is no road access into the
site. Immediately adjacent east and north of the site are existing coly owned gravel roads, but the city
has denied the developer access to the site from either of these roads. What the city is requiring
instead is that the developer extend an existing paved street currently east of the site far enouak
westward that access can beyprovided. This extension will be stubbed out just west of the access
point This extension will necessitate a significant crossing of a spdng_fed perennial channel which
es w*thin the Randleman Lake watershed. The imposed impact consists of the culverting of a total
of 250 If of stream channel and the filling of 0.06 arse of associated wetlands. The impact includes
the containment and pipingof two sag heads and their associated
cc: Regional Office
Central Office Page Number 1

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
DWQ# 04-1128 - Guilford
A. Signature
X
? Agent
B. Received by (Printed Name) ` ' C. Date of
D. Is delivery address different from Rem 1$ ? Yes
If YES, enter delivery address below: ? No
3. Service Type
,Certified Mail ? Express Mail
? Registered Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
?. Article Number 7004 1160 0002 2706 6134
(Transfer from service label
30 r...... ZAi 1 Cek-- OnnA r)--een.. Gnr.- 0..,e?..r r-K-noAe_rae
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604

Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Bland Enterprises
1386 South Park Drive
Kernersville, NC 27284
DWQ# 04-1128 - Guilford
A. Signature
? Agent
_
X ° 54L ? Addressei
B. Received by (Printed Name)
?
C Date of Deliver
/ L --U
--j
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
Certified Mail ? Express Mail
? Registered Q_ Return Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
. Article Number 7004 1160 0002 2706 6608
(Transfer from service
C--- '201 1 nnnA -A
mow
UNITED STATES POSTAL S E R??<%
P
i

First-Class-Mail.
Postage & Fees Pal
USPS --
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
10 1` III11I1IIIIIIIIIIIIII1111111111III1111IIIIIIIIII1111IIIIIIIIII
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Bland Enterprises, LLC
1386 South Park Drive
Kernersville, NC 27284
DWQ# 04-1128 - Guildford
A. Signature
? Agent
X ? Addressee
B. Recei ed by (Printed Name) C Date f Deliver)
D. Is delivery address different from item 1? ? Yes
If YES, enter delivery address below: ? No
3. Service Type
A Certified Mail ? Express Mail
? Registered Return Receipt for Merchandisf
? Insured Mail ? O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7004 1160 0002 2706 6950
(transfer from service
PC P- -gA11 Fchr...- 9nnd n-.ti, P.t.- Gcccint
UNITED STATES POSTAL SERVICE W.Lass ME f-
j R 1 A Postage & Fees Paid
-USPS
c? rtq Permit No. G-10
• Sender: Please print yourlhame, address, and ZIP+4..in-this box'
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
C3 I& II IIIIIiIIIII`IIIIIIIIIIIIIIIIIIIIIIII11111IIIIIIIIIIIIIIIIIII
TRIAD DESIGN GROUP
N.C. Division of Water Oualitv
Voucher Invoice Type Date Reference
5357 040708 Invoice 07/08/04
Date: 07/08/2004
Balance
$475.00
Check Number: 13 63 T2
Check Amt: $475.00
Discount Pay Amount
$0.00 $475.00
WETLANDSi401 CROUP
IUf„ 0 9 2004
WATER QUALI TY SECTION
_ _ - - -
~~x ~ r.i~
US 421 ,.;,;i a `
' i1 ~ ITI SAL COD 0 r NOTES .~,r<i~.` , ,ur pp ~ '~D ~s~
DADA - 0~^ 4a a • :on di•triot i. TOpr.XsR4PHIC AND GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND BURVEYOR~?~, 86 . o-,,
. I AGT~". 1, Ueet+ -All those u~ psrm~tted the LI zoning district e 1T I~QIJ RED . no new bdlbodrds! will Eaa p~rmitesd, ~ T SUITE 100 GREENSBORA NC a14f1l9, DATED JANUARY 13, x003, w WEST MARKET BTREE , ~ ~ ;
2m 9F S54da47 APRIL 3 1003 AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,.2003. v CIDER RD. REVISED ~ _ I I GEOMETRIC DATA FROM SURVEY BY GIZIN9KI SURVEYMG COy 121 GALE~~ AVEy
MIN, LOT blzE No ecceee wm be provided to Nevlge Roed, except Fa M;N„ L(7T ~J4DTN ? ~ pariung, unto Burk, tma ewt the properties a ~ east enc oed, exupt For employee ADD T OVAL o I a Mss, AUGUST 2002. UuIJ to the east end wat are WINBTON-SALEM, NG 21103, DATED o 7 z NEvILLE RD. q~~,T
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SIDE lEA4T1 3. THE PR01°ERTY I6 LOCATED M THE UPPER RANDLEMAN LAKE WATERSI~D l1`,8 AND p
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1'"~M. PLDCa, COYER ~."9~ ~~TE DATA ~ uuu ~
PAPlC1NG SPACES ~ D!S~ AY AREA R 1. PROPERTY OU,NER/DEVELOPER TI MAP .
{ I! ' r, ~ ~ ,,,'r,~,' ~"1 8 STREET YAF 1 LOGA ON ~ . 8 STREET YARD, BLAND ENIERFR 3E8, LLC
2,r~ E!'~PLL~?YEE.~~ OIL. LARGEbT $FI1FT 8EE DET, A/C2 8EE DET, A/C2.! ~ SOt11H PARK DRIVE .386 ~ .
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TC"AL ~,y~ ~ _ _ R ARCHITEC?URE - - EXISTING NEVI(
~ 131GAP 6PACES 5' bR 1913 f~T!RI° PUBLIC Res REFERENCES I
1 ~ D~.4991P.590 ;ENGINEERING D.B. 3093 P, 209b ~ DUILDMG
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tat ~ ~ ( ,,,r,,,,,~ T - 3, ADDRESS ~ 4807 C g 8"00 TRIAD DRIVE ? ATION 1100.01 Greensboro, NC 27407
i~ ^ I ~ / ~ ~ ~ I ~ ~ I 1 , ~ ~ i i 1 1 COUNTI' 6PDT ELEV ~ Teie hone 335-218-8282 MOOREHEAD TOU.N°~H P, GU LFORD p
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e~ p'~ 9 ~ ~ ~ ~ RETAINING ~ s , ~ ~ i~ RETAINING WALL ~ 4 ~ I
• ~ t °F~~'8 I'IUbT BE A M+N!*'~'"s OF TWD ??,~s:=A !N, CALIPER, "°s ~~*D ~ k lNGl~B A1°~OYE C~~-~iD_ ~,t~?~! w ~ ~ h WA ER t} CANOE' ; ~ < s~ (bE81CshF ~ ~ ~ Tl~F 9~?r'°~!.I9 E?E 4&`' ~I AND ~dAV' A C'~N =~~D'~ 0~ 3~ 0'!~'R Cf~'OPl' 18;~ ~ k70' SK~HT ~ (bEstGf~ ~rQ i ~ ~ \ ~ ~
v~,-ANTED.;L4iEN MA .1l~„, ~ ..APIOI°"l' ,rte s ;-r~ ~9d~:N ~'I.dWT~~~~, N ? ~ DES MUbT BE A i~iv"'~.n'1 OF TFdREE iAiCF1c,S "N CALIPER, t x ~O 8tX ,NG~I..v ~~04'E .,~!4AD;E 8' ST9~Po7' YARD, h TRIANCw4E ? ~ ~ 1 ~ 3f ~ - , L = y.~ - . ~ - ~ - ` RETAMMG WALL No. ~ ~ I
T 1~„ INCia 1N CALIPER MF.A3UUIRED S!X lNCNEB A~JJV,„" ^^'.~',ADE v.. , A/C2: ~ '1,4' / - - - _ ~ SEE DWG. C2a _ _ ~ GRAVEL ~ ~ s t
tlJATER WIbE UhIDERS ORI' TREEb MUST BE A ~l~1lM OF ONE , ~ P"~,ANTED. WHEN MATJ~ AN WDERSTORY TAE bFidJLD BE 15' TO 4Q1 Nkabi, OT~F`~' r.~lDER9TORY T'"t~..E81~;~ , S ~ DRIVE , a 4 ~ '~'"b ~
a!i. 11~, . i>~ I ~ C SIX 1NGFdEb ~ ~ ~.A~ ~ >rD. ~ ~ ~ 5 CMG, ~ _ ~ _ ~ ~ ~ M~ ~ ST~I P 8' STREET YARQ, - -1.~ _ _25+0 p / ~ 4 ~ - I I E~ /~~j~ ~ ~i~ n , E it =,.,yy_+A
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~ TEIR ISE bNIiUBS, US!NGi 'SQUIRED PLANTING TECNN9CaUES t~.ANTED pA,R,4t.LEL 'O THE ED~aE OF AL,. APPRDYED WA ~ „ v ~ , SEE DGT, A/C1! 1 f~0' pUgLl # ! UNLOADING AF~EAB AND (,?~"'f;ID~~.. E`+ !A+:~ SFaAL.t .rVU"~aP'`~ ? `ZZ _ C ) PAFt?::'NCx LOTO, AGCE88 DRlYEb, LOAD NCx A'~,. ~:r r~ , ~ ~ PUBLIC j ?6+pp
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A*J , ?^0~,1~QUIRED ~,T-R;1~r18E' SIBS ~ OTuEt~ .OCA: I~5 5,-.~. OF T4~ .~~.:AS `.'3"'E;,> u ~ 1 t t ; F T. ~ t M% A~ P~''~ AN~~, ~7`,~NI?ARo; w' AT T4^~ TIME ` ~
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~ TN!$ !8 A CC!~EPTUAI. LANDSr..APE PLAIT, " ~c ~U .Q,,1 ? / E T ' T AYb FROP". TwE 198~laNGE OF "~+E ~ PEPRI"!! Y.w~t BY Thh CC~eO / ~ T?~ P'-,A*1 r TYPES A3~ LOCATlaN6) WI . ~{Itd 9~7 D ~ - - \ - _ _ _ 30+00
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AN l~,~GTiCN FCR T CER,TIFICATE'C.~ CGC.~;PANGY. t 2 . - - W- -
~ \ UdATFRWISE PLANTING TEGF#NIQUEb ? 2~ ~ ? ~ IOLD LOT LINEI r 9i,3g' _ Sl-
p ? PARATI09~! T*+f. ENTIRE LANDPiGAPE YARD IN~GLL1DEb TF~E ADDiT1~ ~ CR'aANIG A*!~TS TILLED TO A ~ p~ ~ , ~ L T h~ ~ ~ Z ~
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S. rOR ESTAEILISWMENT A! SUlRVIVAL, ~~AN1° +ALL BE WA FAD EA r 5" ~ Tl'A~S? 2nd NIA
I FAST TYPS D NlA 2/iov, Il~l!?NJI' I ?'lsATiON - IT IS 9 xE>~TED THAT ClRII° I aATION, WHICH I IN CLVIDES DRIP t~A~ M w6, 5E U ILLQ =OR R OVI EP , w~A lt~i PA? :IW-i LOT N/A V2 SPACE& & STREET YARD, ! M FEET a SEE DET. A/C2.1 I inch ¦ 50 ft. e- oq
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~IG~ER'6 GI~RT!F!GAT!ON GF BTOfw~J1ATE4 G>eJALITY GONT~. µri
CONDITIONAL USES NOTES us azl
~ rd? rn eh~ comtrunitu rt le orseercne! +mon tr+e+» rur+v?'!' NOTE • ALL THE NECEBBART APPROVALS HAVf:NJIL1 f9E OBTAMED ~rf~ that, purewent to asrrerelly eccel~at~rd sngrnssrrnp ate ncie `r?~("I TFiiw 9tATE AND GORPb OF ENGINEEIQb FOR ANY WETLAND I. Ilea -All thoN ueu rated rn the LI :at dutru LI :olt dutrlct except G tOPOGRAPHIC AND GEOh~tRIC DAtA FROM SURVEY BY REGIONAI- LAND SURVEYORS, 8642 ~ "'9 •
r~ o~ reinPn;f from arsee t~e~ ,nr~a r rrmc t4 controR~! sa~,an 3ra-1-U2 ar t~ `.ar~x~,borc+'Je~'v~;io~me~i ~ "'9 rat r ~ iit ante ± !ate ? to or ~cr t~ IBT',JI~A!J AND BTfREAM CROBBItVG DI6TURSANCI=. ro n~u bdlboerel~ adi b~ prmrtted, Orf~~nenae re eontra,~ci !ay a permeneust di~rsd etarsnu~t~ faun y ~ ~ ~r#p ~ WEST MARKET bTREET, SUITE 100, GREEN8DOR0 NC ?1409, DATED JANUARY 19, ?003, to
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• ~ perkx+g, until each Inns ae tht propsrtise to the seat ,ice to the aaet end lust ert UANBtON-bALEM, NC ?'1103, DATED AUGUST ?00?. lad;:,
/ ~ ~r . also =owed to en LI or ennilar zoning dretnet, dletrlct. NEVILLE RD. q~,R,K,T
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~ ~ ~ P,E. 6EAL ~ ~ ~ for the T I DRIVE
DATE ~ z dGi ~ ' ~ •'FM c ~ R " 6X8 TAI'I"ING I'~ ,,~0 r k .~~.~4yte NEW 19 DRIVEWAY SLEEVE AND 3. THE PROPERTY 18 LOCATED M THE UPPER RANDLEMAN LAKE ItWTER814£D IEAbT AND WE6T FOIQK DEEP RIVERXWb N)
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enrr? ~ year 14 +~ur ~sorm etV+ent to e-d~prtl~ re.a, eee"~4+r sa ~~rA~I fN ABOVL' QrIEOIX~ID •HOr eox~ DLAND ENIERPRISEB, LLC LOCATION MAP
ee ~'~~1 °~i ee l _ NEY/,ALE 1386 bOUTH PARK DRIVE wo eca~e ?;r KERNERBYILLE, NORTH CAROLINA ?1?84
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p~ / P.~. 6EAt " 0. 1919 s ~ R r, n . ~ PUIDLIC ~ DATE Z v OG~ ~ ~-a~'.'~~ REFERENCEb D8.4991 P. 690
• = 1 $ SFy 44; ~ NV-935,35 8" DIP WqT ~ D8, 5093 P. 2096 E N G I N E E R I N G . ~ pUILDMG
' ER D, B. $609 P, 119 P8.50 PG. 41 PLANNING
DITUMMOUB PAVMG P.B, 96 PG, 95
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' v ~ ~ ~ , ~ _ _ ~ ~ , ~ ~ Telephone [phone]
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f r r I, Catl11'-0RD COtMTY r F ~ ~ h, ~ , REQU.IZEMENT9 Q 0 I I ~ I CD-LI -CONDITIONAL USE LK~I'~T MDUBTRIAL HEADWALL ~ ENDWALL L. ALLAN HILL. P,E.
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0,19 ~ ~ 0 ! 1 ~ 1 I I AND VALVE 1 b. EXISTING USE - WDEVELOPED - - e ~~p~ !!4 S SANITARY MANHOLE -p-- . '(N ,"'Itl ,
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1 r f iii ,f AC! 9~-"~18-X160-29 , r - ~ ~ _ ~ r II rr -[7-- WOOD FENCE eyi ~ _ I 8. LOT 81ZE 19b? ACRES -
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.,d ,0 ; ~ ~ 6~1 Ttj'~ I ~e ~ ~i .f~ 1I Yi g.. r ~ 1 1'0 ~ ~ e 1 - ~ bILT FENCE -?-'--e--o ~A~I 1~~ 1 ~ ~ • • . ,TOTAL NUMBER OF PROP'OBED LOtB • I !!hlullll
' 25' DLDG, SETDACK ~ ~ LINEAR FEET M STREETS • ~ LONG CURD t GUTTER ,
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;ni" r { t. ~ EXIT ~ • • \ w D4 GATE VALVE ?r
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r . ~ a \ ~ l ~ r Oi I 211a'r MM. .t ~ \ ~ ~ ~ r , ~ ILDING t' ~ ~ . V
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2 STORIES r ~ r f " TOP 91$.20' ~I a s , , ~ ~ 10 RD • a ~ ~ INV. OUT 911A f2 RD • ~ r 1 - PROPERt1' /ROW LPE ~ 2? ~1jJ ~ y+. ~ RD • 1 1 ~I+
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r~ , ~ \ r ~ a FFE 921:0 r • ~ I l i^
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, ~ s ~ / + ~ . I r r 1 1 1 1 ~ 1 III 1 P~Db, , • ! 1 1, ROdC CHECK DAM , 11 •
,.,`i ~ ,S . ' , ~ ~!j ' ~ ~ + ,BAN. N~FI w ~i r + ; ~r / h + ''TOP 915,10 r , t ry 1 . ! ~ 1' 1 11.115 ARC"' + ' ! ~ ~ r' "1 r • ! 1 1 1 I:I , 1 •1.1 POFID
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4~`.~www C 1. AL'. UTILITY BT~LdC"yr'~B I'1ANHOl.E£~, F'ryY,r~2 POLES, ETGJ VIBIE3IE AT THE GROUND '
r Y i c ~T ~.lxACE WEf~ .°!ELD LOCATED. Ti,'iwf~ lr~a , B~# OTHER ~..'~'IaND !UTIL~ ~ !EB ~J' N TIdl6 ' / it ~ ~ _ T _?^„~.~4 ~ ' ~ ~ ~ ~ i~rr ~ ~ ~ x',100 . ~ ~ ~
' NOT 51d ON THE f~~D, / ~r a;CH A rV TF ~ \ v ? ~ -r.:;1 ~<i,_ ?d+00 I 'sum - n
~~E ~'Ltl!"dBMG DR.AU:!?V!a9 FOR GONIVEGTION9 TO f91JILDING BERVfGFB, ~ 1 T,q 1 T-c~-- z
Ry/ st ,t., - a ~ Go-oRDn~ATIC,>"t ONLY, ~ ~.EGT*e~~u ~0 ~i/~ .r-- ' ~ erg*~ I 1 ' I I! i r. ~ ~ wry
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r ! Tc ' !NE Gam! OF Btk~d!T.~4Y O!~ STORM BFS1~~ (+HALL Pt~V!DE A A-,. u.A ,.I~ ~ r / r"!..:~ ! ~ '~Yrr~A~vATION ~ iG'". \ ` ' 1 1 i 1 11 N81 ~ 40"~i, 1 11 _ _ _ 1 111 1 - r- 1 -
°~F i ; , ~ ~ TOLD LOT LME?. ~ 91 ~ ` , 1 1 , ~ 1r cv i+1 ~S
+9, 5!'~ UTILITY GONTR,AGTO'~ WOf~C BH~1.1, TE'R"',MATE AT 6' FI'~"' THF'S11!LDMG. z / 1
i EN'~!NEE+a'9 GcRTIFICAT~CN ?VOTE OF STOR"!WATER aJANTITY CONTROL ~ ~ 1 : ~ u I.G'RT'~,AGTOR 9HAl.I. !?JGL4IDE IN H!A !5?D *14E COST FOR WA'rE?~ 'N8!"~CTrON, ~UFR TAP ' 1 - -ate ~ ~ 8EE TRIAD DRIVE '
!f~f'ECT!CN '!'E'r 4'JATER METE GAPAC"T`' ;:5E ==,.E&, ~ r r r I -rstentlon erw, The tote) dswl arse of the ells I ' ~'E4 AND R A etormure.ar menagsnsnt etudy rn not mr~~ red or the b o opmsnt rspnesnte ? ~ ~ ~ ' ~ ~ 11 PLAN AND PROFILE ~ ~ ? , KU1K LAND CORP. ~ r' ~ W DB 5093 PG 1100 8 OR C0,1 FOR
~ CCTIC~+ CO&Tf:~, A++~~ ~G1'VDiIVCa I;F "C,U''~D), then f~ of this taa! drex+ea~ arse to arts. Total dsvslopmern arse • 0.10 ecr«. Total drainage area to tF+s errs • 14 eua, R lp 3 r; 3 ~ DB 4883 PCs 1159 \ GONtMUATION C/~~ ? ~ ` r DB 5093 PG 2100
~ , T , ~ T T ''E!4AL! Y FROM EX!8T!N~a OR ~e~~N~~~ttp~~~ ~ 8.8F A`sdA , IpV - IN9 ,ALL WA . „R MAINE A L ,..A9 10 FEE LA e ~ Gpy~~ ~U ACL 95-1078-1159-16 DdtO 9-21-04
x ~ - * 9EPARATIOIy WFi=?4E A iP~- eee ~N C',"'+iJ 4i D BEU+E?~, i~'~iL~.~ GCk~lDIT,C7~lB , _ ~VER+T A ~-FOC . v ~ eee ~l•,.G....,~.,/~/y~ R 6 (t~\ ZONED - LI . r~ (UNDEvELOPED) ~RAf ~ICrJC,QL~ FIN~LIN Cdd
w^(~:-1w , ~J'tttQ,A_ c'~!~A!ssrfd iG~Ni !B NOT tV1!~~,D.:!~dH WA'!'E?~ "!.Q~14; 9~1A1~ !9E .AID I\, A st~i~~it1TU!2E ~ G fr S S/....W ! ~d~~Alw_ \ r9~~i Drawn By E
-w £hAPATE T>r eC a N 'APE SAME TR?'!dC AS TG+E SEWER ON A 59-NCA4 OF p V P PE. SEAL ~ ti's f I~ eo e m so Im
1! VNDI ;.'QED 7=A!RT44 7W A MINM, VE-4: ,CAL SEPAIRATICN Om 'A NOWES=RO" TI-E TOP DAT>= / Zt • :a SEAL 'auk By Q will
cr. .LZR TO «WG OF TW: VATE' MAX r. % ~8) w 15809 ; • job No. 04-030
U`!! "TY OUNE" CN T~4F SITE ARE A$ FOLL SEUER AND WA'"ER - CITY CF IN FEET) Sh"t
ELrCT ?l(~C`LU. - D r"^,' L • l i'. SOUTW, N!A%4,'GAA, - 'V I NEB'' RIPRAP APRON I inch - 50 it.
tAN SEE SCHED. G/C2.4
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t 9 , 411 4 ~ l~ STORM DRAINAGE SCHEDULE 10 YR. STORM FREQUENCY
8*I.1.412 GAB. TD OR T29 ~'AN.JOtk' GUR9 MLfT OP ~ A A
-1 B ~ 0 ~ CGN8TI11CTION w,Ta celw Dara ; `'sr ~ I d,~~
i ~ i ~ ~ n i .~I^ IL I OTIUCANE b11UC111~ T~ NYglT N NYgtT N N49ir OU! MME 11~ MP! MI'E biR atEA A!1E,4 ~ NTlNlITT N'LOU At R.GW IIlQMIED ~ IMI'E II.OrJ Y!L •
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6T'~, C t G L 4 e TYP. ~ i.i I ~ i g °all ~ ~ ro. L_ _ l _ _ _ ~ _ J N RING 1 COVER PLAN
~ ~ I 3 R ~ ~ w! i TYP. 1911211 PLAN ° s " 0'90 16 DO6 b0 1,1i ID"bD D06 3.e1
191/2 u 3 DI e71b 91081 e1031 80 .90 810 2.1i
r A,.:. *10RTAR J01v , ~ 1/80 1/S b'bD i?' DID ID D81 0"bD D0 081
TG' 1/1" a VAS" '-10" ~ ~ N ;-'~-I t ~ i I` ~ STANDARD CURB INLE 1 THROAT I" I'
k ;'~'~"GK MA~lONRY cA~ ~ 4fl RING ~ 1 u 11 ~ ~ ,H., FOR ~ -6 CURB $ CaUTTER b I/2 , TYP. 6 Md 911e ero3e ~ "C 4 W 904D eiilQ Ji
~.,A~ARD ULCIY ~ ~,j~~. 4~~i "D '9' '~~='lc,~w ~f.?'>'~~wm STD. 41? CNR 41S I .96 Dec eb
o- ~-*-i - GI~6 NLBT TOP ~ o 4' n ID'bD li' DOe di eb ID"b0 DOD 380
- M SECTION A-A S 11/8 9rose ARCHITECTURE
DfQ?'r#Pr OVE!~ ~ -a ~ 1 ,@I ~ 1'-bN ' r,-" , . ; I..':'• ~ . J u ~N ~ STfM4 N ~ N 84J'1P0 I'-II I/411 18" D rD~ aa?a e1De4 en,n ? I/S
I -11 I/4 so'eD ie' DOD 3,Di r?e4 ibe E N G I N E E R I N G
SECTION A-A • W ~3e P L A N N I N G
a~J.,OA~.~ WIT~I I ! ~ ~ 1 _ PLAN SECrION A~ ' vwq ! w ~.1!~if Af~R ~ vq I Mf ll ~l~m?.~ir4. 1 ~1 ~i~~, ~ \ ~ ° i W 913.9 916,31 30 9e De0 ll0
CONfn ~ " ~ I -1/$" INTERIOR DESIGN RING - 'Im L68. I6'eo a' DO6 so
8EC*'CR A-A 9EC_,,,,~N~~9 S I T T I TD 402 NLE OP REQU RES 4, SECTION B-B ~ ~ a'F' COYER - 118 L68. ~ 18'DD DoD I 3,1D ~ 4807-C Koger Boulevard
r-* °4 BARS IN STREET FACE, " ~ * ~;r'- I>DY ' ~ _ 9/16 g~ a c1 913D 91031 Greensboro, NC 27407
S AND>aRD B; , IASON~ ~ G,~'~B e STD. 403 INLET TOP REQUIRES 4, C 1 ~ s11D 9zos ~ ed Olc ~ Telephone [phone]
8' S BARS IN STREET FACE, _ Fax [phone] I ID'DD li0' DI Z6 U4 $°Dp 4sD www.triad-desi n rou ,com
ALL OTHER REINFORCING STEEL 99 P
STANDAF~ CURB INLET THROAT Is °4 BARS. s; r ! II ~ T ~ ~ u 6 W 913 91640 en~i 6f1,0i ~ /I6~ 31 ,96 De0 ~1i I
I~fMavF Aa MUCH aF fx1aTMG FOR 2 -0 CURB CsUT ER 314 ' r• STANDARD PRECAST CONCRETE CURB INLET tOP ~ 3/4" ~ PROFESSIONAL OF R R so'bD 1s1 DOD 4D1 Tt64 30'OD DoD gel ECO D.
, ~ I ''..'Y"c DI~AINs1Gf. ~ OF SECTION B-B L. ALLAN HILL, P,E. !CTION B-B 11 W mso 91D.9o
~ C.®~. 401 /~03 ~ ~ C.O~s. 8TD. 41?
STANDARD INLE RD NLE R NG COVER e c eTO,4 9n,4e a eD Dec ~4 tr
1 r~ ~ C.O~G. g ~ ~ 9 31_3N CrOrG. gTD. 411 m, De s , . A4 I6"OD DOD ssD
I I ~ ~ 4 c 4 y1, der, i / V 811 ?311 QN b W ea0~4 9n~?4 enD4 Di 16 De0 33 • s
1~ I 6 I 1 P 5 i ~ { N u' , ALL MORTAR JOINTS • .
' ~ IY . , . ~ T1'PIGAL PATTERN N N I ~ 13 9/4 3/4 al t " c'OD aa' DOD .11 ~ le"OD DOD 3.i0 ARE TO BE ~h ~
a r u x ¦ ~ 131/1 i/8 ~ II CI 911,10 9nD 91D.16 A6 ~D be0 1M • ~Q~. '.QINE.' V
I ~ PARTIaL a~cTION Y-r ~ ~ I ero ° ~ I , BI ~ BRICK MASONIQI' CAN ' ' T A Y 30'80 136' DOD 480 14.19 !0'bD DOD iJ1 •4q~ ~1~ BE S AND RD CLA tAN
(t' r~i (mod" N~~ b/8" ~ IA I•--- A bro a ~ M 1 sl ~i~ma,~1 ~ ~ BRICK, JUMBO BRIG(, a W e143 914e1
v ~ SEPT. 22 2004
i ~ NOTf16 ~ D /a 11 DI 920?D 91iA0 1i ,96 O10 IA3 >J CONC, BOTTOMS SHALL
I' ~;AR JOINTS AID TO 9E N N ~ ii ~i i4 SECTION X-X A-L ' ~ ~ q " ~ DEDUCTIONS G T , N , ii bV8 , BI ID'BD 9i' DOD 9i 413 ID"bD DOD BE PAIp FOR AS
r LONG, .,0 ~ C~A6Pi B 'rte ?~A9E. ~ FOR ONE PIPE B~C1~ Y 13 W 9149 ',U4d1 ffieT e14D1 ZT AD De0 ~I
JUf"BO T3R!CK w!L:. 3f ?f~?"'~"fD. CONCI'ZETE I' CORED 21" I" ~D PLAN Ebl " ~41~ a" BOL.ID CC"1.C~?~''f BLOCICa MAY DE . " NOLE,TYP. PIPE GM. R:C,
, F:f~l7 '0.' all"ra ~ G:A`' ~ 4 15 4 SIZE STD. °401 3i'bD Di' DOD DDO 11A3 3i'00 DOb I
~ ~ N 33" a" 0f~20 0.031 GRATE 4 FRAhIE RING t C:(?1~R FOlR "?td1~.~L~'A l~'.'I~ A Vf!q'~CAL WALL DEPTH ~ i µ u 913J6 913,16 3o eD Dec Ise
Qs'~, 413 . ~ `;.E~9 J~.K'"~+,"~C~RT tIL~LL 14aICIWEab Ir1' !i'eD IIO' DOe 1916 !i"bD DOD ~
~.E3-A '-L ~'~I TI IS' 031 01D41 8N ~ 11-i11N ~ 6EC ON A-A » n MANHOL~~ ~R 3'-b" !N 7r+a*1.1 MALL L7E PLAN " ®~44
`~M"'-'^"•, 4 ICY°.7;",? w~~r~' 9'?'E~'3 I~-O~u ON tfNTERIb. STEPS 18 m?~bl~ r , - ~ ~ QUANTITIES q 91sss elsas v es Dec e.n
1 ~ SISAL::.>„ AGGOR7ANr:~ w'~~I STD. N0.414, MMIMI,M AYfRAGE WEK°H1' B"~ ~ w.R t-.~ ~ ~ ¢ RWG - 230 L69. fC.Y, BASE H' si'bD w' roe Q fC,Y,) IPER FT. HEIGHT)
X X STD. 4021 19 FOR 12" - 3h" PI?x, CO'vER - 116 L88. m,~ 13 YI 911.11 enal m.l9a ms56 Q
® ) " ~ " T CLA68 D CONC. ~ STD. 40! MAN+aOLE IS FC4 OYER 96 . OTAL - 346 LDS, C3 3i'6D 40' DOD "Q
" SECTION A-A
~I? FoR~!~v~_Fg ovE~,1' vf'~2'1CAL WALL DfPTN STANDARD MANHOLE RING d COYER a ';rse"i; L+R~4«`W Mfl.vv'1'Y4' I W~ ±I~t4^'R CwW V~'~Y VG Y" 14 R6 9111 b ~ ~
N ~Crt!trli!','~e~'~ A' F IGK MAS N Y MANHO STANDARD BRICK MAS Y I T ' OR BR 0 R LE ONR DROP NLE FOR t~~ ~ , , JLET fOR 24" x 14" GRATE r u 9764 9Q4,4 ~ ao ,9e Dec z?o Q O ~
. ~ Q I6'eD na Do ,4o Tso Vann m 4~i9 "
C.O~G. STD. 413 ~NOiG. STD. 410 m n W +oµ ~u 9ou orb ed Dec 1A6
.
(°400)_6'-4_' 9N SLOPE A6 IIOIC, s'•D 4M Owb tD 4s6 b"OD oDDb 111 ~ -BtOPE AS INDICATED "Q
1~ ' (•40!) ~'-4" I ON PLANE ON PLANS 11 DI 91D8 9rom DEI. , ~
f 4' c YI T?+~oAr e1sD ~ ee Dec ` 'L' ~ ea1D 4AI ~
'~GT'~ ~ C~~~ I'~ ~ ~
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~ I ~ S ; ANDARD 3RICK MASONRY STORM S~UJER MANHOLE - p ro a 9QDAe 9Q1D 9111D bo ,9D De0 1Ji ~ aa~s h• 611e6
• ~ Q 0'OD p0' L09/3 L~0 1!1 I6"OD D0913 3D9
0 ~ p ~ C,9. PIPE PIPE ~ 10 DI 9Mi6 1n~116 91038 !0 16 be0 4.M _ ,v
" PLAN . ~ r b'bD DOD Tm nn r'eo DI66 1.9e Q Q
L-~-II/lh 11 ~ p1 1 i ~ 1 II 1 ~FpOt~,k, DOUEL IDAR'X'1 ~ a 116D 9rtb 9nD m ee Dec ~ uo ~
1. l~ COIrbT. JOM I6 U6ED) 14'80 40' x063 336 lie! 14'80 D003 131
I ~ ~ 3/4° ~ . ' i ! ~ TION STOP END ELf1laTI0N 0'RD
d z - h.~ac.. n I~ApW4LL DN'ETI610N6 11 M1 101D ffi,1b ffibD
. ~/i~ - } II O ~I ~ I V4 1 I I I (i~l (I~I p1~E SN'aLE DOUBLE 14'bD 106' D09 336 twl 24'bD D09 1AI
, ~ ,..~,.w,/4n " ~i I I I I I I i ~1 ~1 Ibl ~ N I ? ~ '~'.1F-1 _ 114 I I I I I I ~ I ~ ~ ~ 13 YI SOT 91310 98.11 9M121 I?6 !0 610 ie9
, r - ~ ~I I I I - - ~ F ~ ~ ~ 1 N 1 1 I N 1 ' 6'-0' 1'-fl" b'-IP 41'6D 40' 04e •J0 evl 41'bD Doe 634
, _ ~ I I i I I I I I Ib' 3'•1" I'•Im' 2'-II' 6'-10' ' 6'-10' T'•3' 8'-1'
_ ~ 24. 41.1N 21•IN 31,8" 11~' s M ^ y1 ' 1'-4' 3'-0' 10'-4' 14 FE8 91018
~ ! 30" 4'-1" 2'-4" 4'-b' b'-ID' ~ j ~ ~ Y . 1 N 1- N 1- N a i ,~0 ~ 36 b •I 1 1 b 2 Im'-4 ' 10'-4' 4'-i' 14',10' ?s W 919!6 ec.e b 9D 610 U?4
42' S'-1" 1'-YD' b'-II' >I'-10' ' >I'-10' 6'-3' h'-i' I6"11CP 40' DOD 16
OPTIONAL ATION 48' 6'-i" 3'-I' 61,8N Ia1~N ELEV CONBiIRUCTION 13'-4' b'-0' 19'•4' 184 ID'RCP DOD Db
JOM ti G 9ro16 914,96 914.10 1rt 16 610 Ib4
'1".~. COPOLYMER O'IICP 716' DO6 bi 3p 16"RGP DOb bb
s'OLYPROPI'LENE I (NCDOT am.83amu FOR CONSTRUCTION 16 W ffiai 913A0
PLASTIC Mk Ddte De6ClIp1,IQl'I
DETAIL 1=/C2.3 ,r_._.. NO SCALE Rtv1610116
°3 DEFORMED I6MICP 40' DOD JS ,11 ID'TiCI' DOD bb
STOP STEEL ROD P, 1 L./ 16 W • 91681 9rtb9 913A0 en,44 J3 16 be0 .11
1 II ~ *I 4 -0 NOTEg b'IICr N' OT6 ! /1 481 18'RGP D16 •1
4 P-'_'i6:. I~.4/1` Q11 ~jl_V11 SU
DEDUCTIONS v r ALL MORTAR JOINT9 29 1'EO eID1b ~ " Y p?
FOR C~!JE PIPE ARE TO BE 112" t I/8" I '"1 T~ I !O W e3!! 9193 I ,b ,eD 680 e3
S : A'~DARD PAS .C S „rP t I T PI
FO BRI~.K MASC~NR`! ~ ;RUG , URES C.M, RC. ~ BRICK MASONRY CAN COG STD. 411 R ~ 9 SIZE A A _ _ ~ ~ r RING /COVER 1. } ~i BE STANDARD CLAY s STD. 411 ID'Ra~ 40' D7 ~ .e e3 I6'I~p OT is F /COYER SI W e3ls 916~D0 9183 b ~ O10 e3
~.0~. 12" 0.x20 032 ~ ~ ~ BRI JUMBO BRI 1
. N - ~ CK „ OR CONC. BRICK c'1DCP sTa a 3o Isi c'~ D4 6D
15 0,031 0.041 3! W 91DD 908
iA " CONC. BOTTOMS 8HALL 18 0,044 0~6 NOTES
BE PAID FOR AS NOTES s1 cl eTOD 9ee4 .b ,x Dec es LLa
BRICK MASONRY CONCRETE 4'-0" ~ ~ 0 40' DI CONCRETE SHALL BE CLASS A ~ es c"roa~ DI DD
COG, STD. 4~5 t SH ~ OP ALl tOP SHALL HAVE A SMOOTH ss W 91cD e1D,D4 ffie 91D1 .c .9D Olm e3
8' x " ICK CONC. GO -R FINI 8 BR 8H FINISH le'lecr 9a ODD ~e s31 ~'1vcP ODD 18
PIER AT EACH
CORNER TUJO bb-1010 3" 34 PEO 91016
COUR~aEa HIGH 311 RADA TYP, 1 RAD„ TYP. RCP DENOTES CLA$8 III RCP WTN TONGLE AND GROOVE JOMTB AND BUTYLMA$TIC $EAI.ANT
$D DENOTES DOUBLE lU4LI. NDPE FNPE W?N CLEATED LOCKING JOMT$ lHl-Q BY NANfAR OR N•11 BY ADS) CI DENOTES COG bTD. 40'1 GI
4~' T CI ~ DENOTES COG STD. 4O3 CI
t, I ~ ~ QUANTITIES ~
I BASE H PIERS YARD INLET
M """'~T~ (C,YJ (PER FT. HEIGHT)lC.Y, EACH
CLASS B CONC. I ~ ~ 1 ~ 096 030 0.006 STANDARD 4 x 4 PRECAST CONCRET T Dote 9-~~-04 CONCRE E
Lll-/~TI/\\ I A A I
YARD INLET COVER WITH RING t GOYE STANDARD 4' x 4' BRIGIG MASONRY YARD INLET CAG. 9425 's COVER Lffftl9 CXJ rirMLinC c..ea
C WA bj A, Will
CAG. '424 Job No. 04-030
shoot

BERM
b' MM.
1' MM, FLOW OW 'T' (MIN.) d R' - r NCDOT
.TEFL ~TV..E POST NOTES 0 LINER liF REGi'D,) CLA88 'B' STONE . 1 N/NR I' THIGC NCDO ~ ~
I, Q1 AND QIO BASED ON 11" 5b IWFR IIO" 11 E IWFMR, IIO 1 ~618T
T HC.~!~ U)IRED TO P06. lOK'TICNAL) 00 • 1. pERM18818LE SFIEAR BTRESSE6 FOR ~ ~ S FOR I 1
k ~ 1, "MIN. WIDE ~G COMPACTED i EXCELSIOR 1,55 PSF 31 , EXCELSIOR CURLER II 10 F'SF ~H~ 'H' ?
~ FILTEE~ FA~~C SOIL ~ o~? F~ EXCELSIOR CURLER III 1.3 P8F P8F ~ P8F 'B' MIN CU FT/AC ? 0 0~(j I
GN 0 , h NORTH AMERICAN GREEN P-lmOP 60 PS' ~900P 6~ PSF ~
T - .b 0 0, ? I iG
; a FILL f31.0!'E ' ~ C~ • Q ~ ~ ~ A SCNEDUL •.r, , DRAI'+IACxE SUJ LE DRAINACsE S~UALE SCHEDULE Q
c~ " _ V . O \ ~ I11ON LII~R 'H 'D ~r _ ~ ~ ~ 6W4LE COND ER 'N' 'D' 'B' 'T' ELOPE MAX, FLOW MAX. FLOW VELOCITY MIAI'NMtiB SHEAR pEPTH lCFS) (FP8) n NORCE f tpBF)
~ * I TEPIPOR,4RY EXCELSIOR S I' ?I1 $0 Oi099 051
~ WIRE Af~D FABRl., 0 ~ ',O n ~ ~e M~ ~ 1 PERMANENT GRA88 9 1' .SIOR S I I 1 01DI6 Obl 41'I ?16 188 9 1' 1' 1' 0015 0bb' D,81 1.98 0031
[r~, { IPA, r G~ CrR 1 TEMPORARI' EXCELSIOR 9 1` k FILLI"D°;r"T~ 6?:~: 6 TYFNCAL Z PERMANENT GRASS 9 1' .SIOR 9 1` i' 1' 0,016 058' 9.90 ?M mmibb 1,81 FILTER 188 9 1' I' 1' 0r01b OA6' 4I?4 498 091 FABRIC
°~CT!O~k GEO-TER I' ARCHITECTURE
- NOTES LprER 9 TEMPORARY pcCEL61oR s .6108 9 I' I' 1' 0,01b O.bD' 1.90 1,90 066 051 O~8 SEOTION 186 9 1' r 7' Omlb o,44' ?A? ?a~ or09? E N G I N E E R I N G
1 - u6E 1" To 3" COURSE AG~GATEI TEMPORARY DIVERSION DIKE ~ F~E~'IANENT GRAS6 9 1 POST METAL - b' LOPS, TRlA!~LI~ STEP 1, STONE S ZE ueE aaIeHED eTarE,
4 TEMPORARY EXCELSIOR 3 I' 2" M~, ul'OT;a ~c+GWI~. DETAIL C/C2.4 9 I. .SIOR 3 I' I' 1' 0®3 0,41' 150 1.68 01466 019 X98 9 I' I' 1' 0.09 099' 1,88 ?Eb P L A N N I N G
W! ~ - ~ ~ ~ TH - A8 EFFECTTiIE, DUT NOT LESb TI~W IOm FEET. 4 PEI~'1ANENT GRASS G~~.r.:.,P~E 1. LEND 1WW EIbERlB) NChEB. NO BCAL.E ~ " ~ OVERFILL6 INTERfOR DESIGN
Y ..l?) CSR EQUAL 3. THICIQb:SB • N01 LESS 1 , FABRIC „-X a, WIDTH -NOT LESS THAN IULL UIIDTN Of ALL POMTS oR 6 DETAIL D/Ce D/C1.4 DESKsN M1C FOR SETTLEMErIT
T ~ e'a ~tarGl'~-+'>wD ~3TG~sw, ?0 "~'s.ArAriED L S Ga~E " 5.11lASHMG -WHEN AECE86AR1', WI#ELS SF64LL BE GLEANED PLACE RIP-RAP AROUND NO SCALE SETTLED SCALE TOP 4'IIEIRMN, 4807-C Koger Boulevard
b .:.w, . TO REMOVE SEDMENT PRIOR TO ENTRANCE ONTO PUBLIC PIPE AIS DIRECTED BY ~ gyp, Greensboro, NC 27407
BPACENCs P;.AG?•""Et+lT ~ PR6?9 U.9~~ HO!aWIRE TO BE lfd APART. OF WAY. WFEN WASH9iG IS REQIlNQED, TT SHALL BE THE ENGMEER ~ -~~T OF POS"~ yr*t„;~? HGVaWlRE TO CIE b APART. RKsHT I ' WITH CI~6FED STONE WHICH Telephone [phone]
DONE ON AN AREA STABIL XkD I i Fax [phone]
s ~ Cr'. ! ~ DRAB ~O ,{yJ q~pyEp REDI"~IT TRAP OR PrED MENT _ ~I~- , ~~G°°, Ml ALL 6EDN'I~R SHALL "..~E PIlEVOrTED FRJM ENTERING www.triad-designgroup,com
' ~ THROUGH USE ' X4'1" ANY STORM pRAINDITCr~I, OR U,WTEIiCOI~BE
. 4 I OR OTFRR APPROVED Q . of SANDBAGe,GRAva,BOA1RDO~ a I'ETHODS~, ~ A A ~ ~ E~RGENCY 8Y-PA68 PROFESSIONAL OF RECORD: LL ~ b BELOW SETTLED
F? 1' Sw4LL BE MAINTAINED M A ~ D«. ~ A. L. A/G2.4 b. MAA~IT9dANCE • THE e~rtRAN~ , 0 0 Ta° ~ DAM L. ALLAN HILL, P.E.
CONDITION WdICH WLL F~EvE,NT TItAdCNG OR FLOWNG OF ~ ~wt';.E SEDIMENT ONTO PIJOLIG R1GI~T8 OF W4Y. THIS MAY RE(.xIIRE ?/I 61DE ELOPE ~~~~~~~~a
PERIODIC tOP DRESSNG WITH ADDITIONAL STONE AB CONDTTIArS 0 MAX ~ ~ Y ~i
DEMAND AND REPAIR AND/DR CLEAN01lT OF ANY MEASURER gEE BCEBDULE FOR • VI SIDE SLOPE ~ ~ .
USED TO TRAP SEp1'BdT. ALL SEDI"B~IT SPILLEDDROPPED, Wxl 61~ 71?ACKED ONTO FUDLIC RIGN'TS OF WAY I'IUST BE ' WARNED, OR ~ I / MAX. ~ • ~ NATURAL ~ •
REMOVED ~piq~,Y, I r Ill ELOPE
PLACE ~!"~AP UP S•.wEf~ G~' CITCH FILTER 9' MK Z '
~ VEL CONSTRUCTION ENTRANCE ~ GRA MAX, 4' Ak 4' FIIDRIC ~
~ ~ ~ ua"WIRE MESH - CA~. 436 ~ FILTER FABRIC NOTE ~,~.'9 - SEDII'~NT CONTROL STONE SHALL sTp~E bECT1pd ~4 <<AN N,~`~
luEi?~ ~ NGDOT TYPE 2 9 BE No. 6 OR No. 51 ~~iN~~~o~~+~'
DE L n e .WIRE MESH SHALL BE HARDWARE SEPT. 22, 2004
_ Y 1 PIPE OUTLET EROSION CONTROL DEVICE - 1 ~ T PE ( . ~ No SCALE TEMPORARY SEDIMENT TRAP ll0 YR. STORM) 8 r CLOTH ?3 GAUt# MILL AND SHALL
r~ ~-~;;:t (SPREADER) n HA1~E V4 MESH OPENMGS. ~ D16111~DED 6ED, BTOItAGE BED. STORAGE SURFACE AREA EI~FAGE AREA 6ED, f30'ROM TOP DO1T,
_ ~ ~ GRaDE ~ I - AREA AREA REQ'D. fOFJ PIED'VIDED f CF) 1~Q'D. (9F) PI00YIDED (t3Fl DEF'fH DIM. lPSxIJ t)IM. (Bxl.) lE1,EV, TOP OF MIEN bNALL OE A MNIMIM (001 x Q10) 10x01 x QIO)
ti„ D TCH SLOPE SEDIMENT OF ASE FOOT EiELOW THE SHOULDER OR ANY DNER810N POMT, 1 ?.1 AC. ?2 AG 3960 CF 1080 CF 3916 8F 1048 8F 3?k80' 44'x9?' 9020
~a~~ I OUTLET CONTROL DEVICE SCHEDULE _ PPE FILTERED STONE T SHALL BE b FT. IN ? 3b AC. 3,6 AG 6480 CF 816? CF 6300 8F D3318F 1' 91kIO' 435c114' 9101,?!
T TU 71'PE 'W' 'L' d max, d 50 d min. 'T' 'Q' 'Y' WATER r, S RIC PEE I'-b" VARIER Z' MIDI. - STEEL POS 3 160 AG 10 AG 1900 CF tab CF 141? SF 1186 SF 15k43' 11k55' 9241D HEK,iNT, AND BE NBTALLED 15' DEEP ~ ~ 1 k6 ' 8100
4141") 1 145' 40' IZ" 8" 5" IS" 1.59Ipe TYP. n'I°, 3TR'Z 4 0,9 AC, 0.9 AG ko10 CF 1616 CF 1315 8F 1315 t3F 1b 10'x38 6 3 MM, ,qNp OE Of T1! SELF-FAS?ENER 6 05 AG OS AC. 900 GF 900 CF 136 SF 816 8F 3' blob' 14'x34' 9C1b
ELEVATION °vECTION A-A N A-A 1YPE. 6 15 AG 1! AG ? i0,a CF 3144 CF 1?08 SF ?144 81= ?6kb0' 33'x68' 9010
STR n9 ll8") I 105' 40' 12" 8" 18 834 fpe 3' . u)ooD F'08T 8F1ALL eE b FT. M SEDIMENT TRAP
I TOP OF P~4'~NC 3EYpNp -I I' M"y' TOP of STR'34 !IS") I 105' 40' IZ" 8" 5" 18" 8.501pa TI - I CTZONAL 1=L . ~ MUL D RE ZONAL ~LOUJ HEM. ~ ~ NBTALLED 15 DEEP ISLAND OVER MM„ AND BE 3 N DIAMTER
WEIR EL.119m p " . . " " g" IS" 1,50 t310-AREA lID) 1 8,15 15 IZ 8 ~ DETAIL E/C2.4 1N~T ~
OCK INLET SEDIMENT TF R - 1°01T 6PACNr 81~4LL BE A h1pJCll"KM 4 MIN. ~ ~ ~ ~IMENT TRAP ~ C.~ OF 4 O.C. NO ScAt.tE DIVERSION ~
1 DETAIL G/C2,4 DIKE
DETAIL N/C2,4 N/C2.4 " 'CI DA Nc. OF a 1 _ _ _ ~
W-: wn~'.:~, NO SCALE ~J ~r~ NCDOT ~.E (ACRES) SLOPE DRANK HOLD-DOIW _ 81AKE8 . _ ~ ~ ~
N=---. t 4 CLA86'D STONE i ~ _ 311 61w 05 1 - ~
Ei.. VARIES IEEE PLAN) 6 1w ? -
~ - -
L _ ~ 9 ~ ~
i ~ ,p - I 4 , ~ ~ ~ 149 ~ ~
I' MTI, ~ ! 4' MM. H 6. T ~ 1Rm - ~ NLET - a
9FC; ION Sg tNN~ - _ - I- ~ y i_
_ IIL._ I (il I II - - - - I ~ 0 - -I ~ M1 PLAST C II
'~OGK Gd~~.CK DAM W arol~ LEVEL _ _ _ _ _ _ r R ~ - - - = I I-11~ _ ~ ~I COIlAYsaTED PM'E
~t+l ==-~I A _ c . I II~II! II ~ I ~i ~I TEMPORARY SL01~
>~Q SCALE
~I TAI / 4 ~ DE L L C2. ~
LEVEL LIP $ LEVEL SPREADER of SPREADER STAdILI~ED ~ SCALE - - OUTLET ~1
~--f
T c g;~," CLASS A NJAI.L wL. ~ DETAIL Q/C2.2
RIP-RAP ~a
' NO SCALE !J4" CHAt'PER "1 I 3 TP•~!R ?~iF1D 3"10RIFICE 0
Z'-®" LAP 1 CONSTR JT, 1/1"xV?" 1MAXJ Q
1x.4 KEY i T/UTALL EL. 915.15 SCREEN MATERIAL
~ ~ ~ 4' MN.
" i V1" CLR 3 ~ a 3 (~JFICE HOLE ~ ~ LE~rEL l4ATl /MAINTENANCE WET DETENTION FOND OPE ON
~ , „ , A TH: FOLLOMJNri TA9K6 511,4LL t9II PERroRMED AF1ER EVERY RW-O~F Fg1OD11CING
~ ~ 91t~?b ~ I ~6~8' EA. FADE VERT. ® STD. 2 -m b RAMALL tv9iL OR MONTi~LY A8 A MNMI1.
„ ~ T/SPILLWWY EL. 9150 ' • f y '6 ~ CURB 1 GUTTER L REMtM DEt19R18 FROM TRASH ItACIG
. , . , ~ paeac~at oeeTRUCTaNe FROM OR~IGE oun.ET,
~ ~ ~,1 v TOP STEEL FLANGED ' US" MIN, STEEL TAPER CURB ~ ~ 3. c~eac ronD BIDE BLOPE>'~ AND DAM EMpgNC"lNt. REMOVE TRAbIa AND REPAIR
CLAD I ~ ,~..,n ; K=.vJt~~~ l . w4~16 EA, FACE HORIZ FLANGE FLUSH ~ r' - EROOm aeEab, TRASH RACK GUTTER I FOR CONSTRLlGTION
FILTER FABRIC n ~ 'b eEHtrID EMUS. BEHAVE at:DIhENT w~N Dt9'?E+ a a+Eac eEDtretT L ~T. ~ REaa+Ee l~14 DA~FLE r'Yt Dots DaroCrl ti0n
3"10RIFIGE HOLE PLAN ~ UJALL " n P
~ ~.A~~ ~w R T TION JT. ----------Q----- CONS RUC _ _ NORMAL I°iOOL a trlE FoLLOMINr+ tA1K8 bIi4LL eE PEIPORMED t:VERY TFMiEE MoNTHe, -Q______-- R~vlelon0
. EL, 910. EL, 910~1D T 1 M~ePECt etonrMwTER coLLECtaN eY6TB11PIPIPtG, eTwcTUREe, euTiaLt=e~ FOR PROPER OPERATIOK REt'IOvE TRA9FI, SEDIMENTS OdSTRUG IONS
*,~t I ? r TAI N/C2.3 1x4 KEY ' .r A.L „/...2.4 TORM EL.911b9 EL.9p0 DE L . ' 100 YR 8 , SI~FFACE eYeTEn
a ~ 6G6e~ STOIE'1 EL, 91614 I NO SCALE , . WATERSTOP 10 YR ( RIPRAP PAD E EL, 90843 NSPECT RIPRAP ENER~SY DISSIPATORS FOR ERt7010N AND WDERC1lTTNG, RErAMQ AS REQJIRED.
YR STORM EL. 915b5 EL. 91026 - - - - - - - - - - ? I " PLAN 9, tEPaR ERODED AREAS AND REeEED BARE tsPOre T?+ROUr~aur, To REDUCE
EL.9I01D ~ ~6~8 O.G, I ~ 0 0 0 EL. 9060 3 1 STD. ?'-D' RIP-RAP SEDM@IT GENERATION
FOREBAY SEE PLAN ~ EL. 916.1 ' , ~ 10-~ Tap CONT. cURe ~ GUTTER Zen IT. SLOPE PRt~, 4. NSPECT POND OUTLET DEVICE6 A~ GAL DOMNSTREAM Or DAM, REPAIR
3 i S T ' ! L AREAS DRAMQrG ~ ~ (~!,9;Aw AFTER AL EL, ~p~p I , / t/FTG. GRADE UNDE1iC+,ITTNG OR DAMAGE TO CK4MIEL LMING,
'*1T0 POND ARE 6TADILIZED ~ . a i I - - - - _ - _ ~ T ~ - • ; ° • SEE F'LIW : ` b. CIEGK pCYN6TREAM DAM FACE FOR EVIDENCE OF SEEPAGE OR OVERTOPPIN's, SEE PLAAI ~
RIPRAP PAD ~ FLOOpIWTER 6TAGE i ~ ~ G THE FOLLOMING TASKS 61W.L DE PEIr'Ola'ED EVERY SIX MONTHS,
_ . - - - - - - - SEE DET. JIC1~ - ~ . .1 L N6PECT NTEItlOR OF OUTLET STI\JGTIMIE. t1El"tOVE ACCUMULATED 8EDRIENTS
r' . WQ. STORAGE ~ ' EL. 910 • • ~ ~ ~ ' OR ODSTR~GTIONb,
- - - - - - - " - Z F'Br1, WYQ BTORA~iE n ~ C18rpC POPD DEI'iN AT VARIOUS LOCATIONS. REMOVE ACCUMULATED SEDI'FNT19 F DEPTH R LEOE TF4W !J4 OPEGM`RD,
TIC ~ ANCHOR SYNTHS CLEAR TRP.ES AND aArLIrGS FIIOM DAM B'CAN@'ENT.
- F'8i'1. eEDIMENT STORAGE C INTO y FILTER FA~RI
, " 1 1 ~ D -0 I -D" 5.0' THE EARTH D. ~eRA<. Q
~ u SECTION 1 Mow PONY d~ IIEGULAIlLY TO MAINTAN MAXttMUM GR4e61$"KwNT aP b', NOTES
T NCaCT in tl'-0' I THK NGDO uq~ d OTONE X61 STONE A P-R+4P TO 8E USED REM01R? VEGETATION W~ICFI GROWS WTFIN POND. EXCEPT uR'TLAND GRAeSEB GLASS RI ,qLp,~
!F GONG. UJE I R I FOR MONITOR POt~ DRAYD04N TN'E. F DRAUJDOMN EXCEEDS TADULATED TP'E, QUANTITY of RIP-RAP REQU RED
M NT IN 'A' DETAIL K/G2.4 ONE GUTTER WILL BE 12 S.Y. REMOVE ODSTRUCTION6 t~101M ItlSER ORIFNCC,
TI D / SEDI E BAS UJET DETEN ON PON No SCALE 4, INSPECT OMEIGOiCY 61MLLLLWY. REPAIR ERODED AREAO AND REMOv1< ODSTRtICTI0N8, CURB OPENINCx
DETAIL M/C2.4 OSION C T O I S. PROVIDE RI'M' TO DRAN POND FoRMIUVTENANCt: ae REQUIRED. ER ON R L DEY CE
No RcaLe
TAI /C2 4 NCsINEER'S CERTIFICATtpN OF FOND AND DAM SAFETY DE L P E
~ . T . STORAGE SEDIMENT TOE MAJC SED. DESIGN pEWATER WEIR TEi'1PORARY SEDIMENT BASM'A' BNALL BE COMPLETELY CLEANED OF SEDMENT F,sA~"A! DPA~ACaE G~!3TURBE~. SE7.5 ORAGE SED No bcALE ~~,~~~~~~~",,,b I, L AJlen HUT, PF. oen~ry U+et +l+s eta+nwter pond Ind dNn ehoun on ~e plen Ntuha • tN ~ ~ Nonh Cerolw Suw Deep Sex u. or 1961 la Am~rded 199!!)
DED DEPTH DIMENSION DEPTH OtlTLET FL~J lQ1) TRhE LENGTH AND UFl'~RADED TO FUNCTION AS PERMANENT DETENTION FOND AFTER ALL P'cl~"1ANENT AAA Ap,4 ~GX,IIRED PROM EROSION CONTROL METHODS ARE ESTADL18EED A6 MDICATED ON FMAJ. SITEWORK Ql~,,.....,,~(/ hqur~..nt.o?U+. rty 11'°ug?' , DdIQ 9-??-04 NOTE - A eoPY of THE APPROVAL FIIOM THE STATE ON , E g S 1 erd ur Rybe endR.~uletxx~ a pr««+t~d r, ur NoHh CerolMe Adee+ueretiw Coda T !>.16A,
~ Y CFS 1-4 DAYS 8' a 25'00 CF 18,914 CF i WA b 3 ORSFICE R9,4 PACKAGE DRAWINGS. THE BAFEfY aR tHE DAM uALI r'!E PROVIDED TO TFE CITY F p , aer Ewn n u+. ue• whr. t1+. dam ~+orn a. Ua ten a d.s«,n~+.d of GIQENeeoRO PRIOR To IdSLLWC[ a ANY CERTIfICA1C ; c ti : ~ °a" . 8er.~ ~r~u, p, a. +,r+. t~r~.d Drdun q,~ FINl;LINE Ced . Q' Y+~ tlua a bo ex~pe hon Uy ebow noeod De y ~N+ que
A 2.~... 1.1C. 14,C' AC. Derr-r~reuer ere 9. _ ~J
vcn~ r; design wgmw, unify that vo pons am mm are 4m4rea w cm oafs aria . w ,K ~k ~ A. Will
:~E*~ '?vT~IOPO" ATf0N5 ~,?v , ; CA_ C~_ PE 't IQ V7 iJNT 6EDMENT • 1~ protact,on of Pdolic heahlt earety, Welfare, and dow v"m property. I uidwetand wt Owe
WG. PERMANENT SEDIMENT PER'1ANENT SEDIMENT STORAGE PROVIDED IN I'01lEDAY6 PERMANENT SEDIMENT W,Q 04 ITt 0= SITE AREA POND AREA TB1P, WQ Wa W,ra. RELEASE TM OF WEIR ~ ~ ~ ~ owahcatan u the c6mVn argue shall rot reliever Vw o~ or operator of the pond and dam S OUTLET TM 1-100 GAM LENGTH •F ~ from the WWI duuee, obl~9+lions, and l~abdrZUe arse each oWnwelxp or operotlort Job No. 04-030 • . N . . CONCENTRATION 1-10 0-10 '•.,01 Nle. .
.1'r-UPON Mi-T-UPON AVG. PERM. W.Q POND PROVIDED STORAGE REQUIRED STORAGE PROVIDED (NORTH) • (SOUTH) - (TOTAL) STORAGE MOD. M FOREDAYS OUTLET ORANAGE Mli- RACsE AREA STORAGE DEPTH SACA REQUIRED PROVIDED STORAGE R>MQ'D. 6T AREA Dp.4+ r E AP,EA DPI 4
- 163 CF MA25 CF 1369 Q ~ 1,351 CF ¦ 14,116 C~¦ 8012 CF 3~'# 49: 615 FT 166% i6J19 SP 20000 OF 41p56 CF 141,104 CF 10, 30'# 493 DAYS 10 MNy 6A IN/HR 963 CF$ 8A0 WINE 132A3 CPS 4o (LAN N%0,- 6Waure and 6"] of W. Lawwd 81met 'eh~e1ep~N' I'roheeional Eneerw
12 AG. , AC. 0,W AC. C204
? + CxAC HELICAL. ALIR4PMM OR EQUIVALENT u.

CONDITIONAL USES ING DATA NOTES 4 1 us 2
Z~I _
ITEM REQUIRED AGIUAL I, Uese -All shoes wa ps?mittsd ~n the LI coning dietrict no nsw biliboarofe will bs psrmittsd, son dl~srlct L TOPOGRAPHIC AND GEOMETRIC pAtA FROM SURVEY BY REGIONAI- LAND SURVEYORS, ab4? pQ Ing sxaspt a WEST MARKET STREET, SUITE 100, GREEI~BORO NC ?1409, DATED JANUARY 13,1003, a
MM, LOT SIZE 101400 dF a54,i41 SF REVISED APRIL 3, ?003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16, ?003. w
MIN, LOT WIDTH 10rd FT 1, No ac~see will t~s provided to Nsvilis Road, sxcspt rc CIDER RD. toad, except for Mnployq ADDITIONAL GEOMETRIC DATA FROM 6URVE1' BY GIZINSKI SURvEYMG C041?1 GALES AVEy ~
MM, BTREEt FRONTAGE 16 Ft perlung, until euoh+ Inns ae eht propsnise to the aet any MIN, bETBACKb oleo =onsd to an LI or enniler sonxig dutnct, ~ to tht Asti and ulMt ar. WN6TON-SALEM, NC ?'1103, DATEp AUGUST ?00?. NEvILLE RD. ,4RRMGT 0 •
FRONT caouTN) 25150 FT ~ FT THIS SITE IS LOCATED ?000 FEET FROM ZONE B IAREAB BETWEEN THE 100 YEAR AND 500 YEAR Rp, Q
REAR /NORTH) 15/50 FT 189,41 FT 3, Triad Onus will bs sxtsrKJsd to the property ae tl~ pry pKty a~ tl~ primary acc~a FLOOD) PER FIRM, COMMUNITY PANEL 3101110086 C, EFFECTIVE DATE NOVEMBER 18,1988. SITE ,n
SIDE (EAbT) 25 FT 100 FT for the property. SIDE (WEST) 26 FT 1033 FT 3. THE PROPERTY IS LOCATED M THE UPPER RANDLEMAN LAKE WATERSHED (EAST AND WEST IAD DRIVE
MAX. BLOC. HGt, 50 FT 18 fT FORK DEEP RIVERXWS IY)
MAX, BLDG, COVERAGE i0% 8,13% PARKNG SPACES l.,q~ SITE DATA
5 + /1101400 8F DISPLAY AJiE,4
f 5 + 5i,50(d1101d00 8F) II I, PROPERTY OWNER/DEVELOPER -8' STREET YARD, BLAND ENTERPRISES, LLC LOCATION MAP
1/3 EMPLOYEES ON LARGEST SHIFT 8' STREET YA SEE DET, A/C. rl~rd ~ 1/3) i1 SEE DET, A/C1.1 1386 SOUtH PARK DRIVE No ecal.e
1m Ire _ _ NEY/LEE I PER SERVICE VEHICLE RO,4Q L KERNERSVILLE, NORTH CAROLINA ?1184
88 6 TOTAL HANDICAP aPACEB 3 5' CONC, - - CONTACT • DAVID SPANGLER 1336) 996-b060 D
8R 1919 60' STRIP PUBLIC RNI EXISTING NEW ARCHITECTURE REFERENCES
i i 1 v ~ DB, 4991 P. 690
Zm ~ ~ m Ds, 6093 P, 2096 U E N G I N E E R I N G u BUILDMG u D, B, 5609 P. 119
„~5 E 181. ~ n ~ I i P8.50 PG. 41 BITUMMOUB PAVMG P L A N N I N G
/ N ~ P8.96 PG. 95 ~ Pa, 96 PG, 90 ~ cON1D eLAe OR PAVING INTERIOR D E S I G N
1 ~ isl, •I~~~~ X40
_ ~ 7 ~ 3. ADDRESS - - - - - - - CONTOUR ELEVATION -11001--
~ 1 I 4807-C Koger Boulevard 8100 TR AD DR vE ~ 1000 SPOT ELEVATION ~ t1o0,01 Greensboro, NC 27407 MOOREHEAD TOWNSHIP, GU1LFaZD CaNTI' Tele hone 336-218-8282
24' . P • • z GREEN88oRO, NORTH CAROI.MA =8' SD= STORM DRAM LINE -8' SD - Fax [phone]
PLEZ AVERY TRANSOU 15 BLDG, SETBACK ! Ott % DB 1043 PG 91 4 ~ P 6 1 ! ~NCs ONLY , Cii'~?~ ~ 0
AGL 95-1018-1160-10 ;Q ~ . a.?,p, ~ 14' ZONED - AG ~ ~ R , 4, TAX MAP DAtA a (j . gT www.triad-designgroup,com 14' ~ I 0 ~ ORM DRAM MLET 95-1018-1160-1, -46 ~
ILUC U ~ r i ~ L J STORM DRAM MANHOLE
i ~0 ~ ~ 11 N ~ l H 6. ZONING D18TR1Ct I~+N ~ 4 2905 PROFESSIONAL OF RECORD: ' 1 CD-LI -CONDITIONAL USE LK~1•IT MDUBTRIAL J HEADW4LL OR ENDW4LL
' (CASE `3136) L. ALLAN HILL, P,E.
~g85 91'00' 34 ~ v ~ ,D, ~ I TYP, E'. , -.~0?`~ N L 4 I s. DENR -WATER QUALITY - -SS- - SANITARY SEWER LME 88 YyETWIDSAND STORIANATERBRhNCN ,1~~Nt'llt'~h~rr
~8~ 6. EXISTING USE -UNDEVELOPED - - S~ - S,~WITARY MANFIOLE ~A~ ~~~i z
i 14 BILLY C. HINSON w ~ _ - l0 sS ~ ~ ~A~ 1. PROPOSED USE -TRUCK SALES AND BERYICE - - - CLEAN OUT F 0 • - ~ TYPE CO CO •
DB 2046 i'G 63l m b ~-ie..~ ~ ACL 95-1018-1160-19 Q' ~--K~ I rv LANDSCAPE YARD, ~ '
ZONED - AG ~ ~ 10 ~ ~ ~ SEE DET, A/C2,1 8. LOT SIZE • 19b1 ACRES o---- WOOD FENCE ~ 3 EXISTMG BUILT UPON AREA ¦ 0~0 ACRES 10~0k) S I
~ /LUG U n I ~ CRAM LMK FENCE -X- ' ' "r AREA IN NEItLY DEDICATED RK~H1 OF W4Y = 1b0 ACRES ~ _ A-FRAME FOR NEW LOT 1 ¦ 11.01 ACRES rww,,ww, ~n '.~ti
i ~ 50 TYPE ~ LANDSCAPE YARD, ~ ~ , T?'P,10' 60 TYPE A i ~ UNDECKING PRAP08ED BUILT UPON AREA • 8.96 ACRES l48b1~) TREE LME I N E..
~ ~ SEE DET. A/G1.1 LANDSCAPE YARD, I , J _ ~i'Q ~i` ~ ~ ACREAGE M PueLlc DRAINAGE W14Y8 AND OPEN SPACE ono ACREa SILT FENCE SCAN N.+`
SEE DET, A/C1,1 ~ i 4' PER80N~1 ~ tOTAL NUMDER OF PROPOSED LOtB • I ~~rr~~~l~a~~~ 16' a-p~,, ~ LMEAR FEET M aTREETB = cuRe ~ GuTTER JAN. 12 2005
~ GarE • 1D BLDG, BETB,y~ / ~ JOSEPH I SMITH DISTU AREA ¦ 14~ ACRES f113b8) i ~
TYPE ,A, PIPE ~ I PB 50 PG 41 UNDI AREA = 6,61 ACRES f18i48) W WATER MAM W
LANDSCAPE YARD, BOLLARD, TYP, xL'~' DB 4181 PG 1993 1°• ~ AGL 95-1018-1160-44 HAZEL C. TUGfsLE ----T---- TELEPHONE CONDUIT T b OPAd1E ZONED - AG PB 50 Pis 41
SEE DET, A/G1,1 ~ Tel' LIMItB (q~t1 15~r,~ FENCE (LUC U DB 3330 PG 1089 ---•G---- GAS LINE G
ACL 95-1018-1160-22
~ or uNE) 4m' TYPE 'A' ZONED - AG ----E---- ELECTRICAL CONDUIT ! LANDSCAPE YARD, ILUC U
~ SEE DE1, AJC1.1 ~ FIRE HYDRANT Y'
r 168.41' 60' TYPE 'A' w D4 N
(OLD 8/ LOT LINE) LANDSCAPE YARD - GATE YALYE OT LINE) .~,~"E ~ . A/C1.1 - ~81.4~ CITY L I ~ ~ P081 MDICATOR YALVE
,SETBACK 3 , R s w t h e T8 our) ~ N C
0 ~ 10 E 181 e~ ~ THRUST DLOGC Q _
v ~ 13 GONC, OUMPST ER PAO ~ 0 O PIPE BOLLARD o
' i l3)12'x2r~ TYP, , V LK~IT POLE ~
SEE DET, /C2.1 i CHAM LMK SEE DET, /C2d .MK FENCE, ~ ~ G1d
0 ~ ~ HD, PVMt, PROPOSED ~ • ;T \ TELEPHONE OR UTILITY POLE ~ ~
h f_ PROPERTI' /ROW LME
BUILDING . PVM1', 8 j? /?,0, E ~ i , 3 ,r 6, ?4, g ~ EASEMENT LME ~
h 3 , / 2 STORIES 3 / ~
' SLIDNG GATE a s GoNC, PVMT, 31,250 SF 0 BE SCREENED) 9)• I'' HD. PVMT, ?4, x ~ ~ ? - ? - SOIL CLA881FIG4TION O / `
ti~ ~ FIRST FLOOR ND, PVMT, ~ ' '1T. • ~ 0 IRON PM OR PROPERTY CORNER ~
_ ~ ~ 60, FFE 921.0 8 , O 8 ~ STONE MAR1ClR OR PROPERTY CORDER ~
~ ~ 8 atREEt YARD, ~ ga ~ SEE DET, A/C1,1 ti ej LOADNG DOCK GONG, PVMT, ~ PVMT, 14, II ~ FOREBAY pUILDMG SlTBAw!.K LME - - - - - - - ~
~ SCREEN UAALL/ a 9obm I• y ~ EL. C
~ RAMP IUALL, ~ I cn60 ) O u d ~ ® carc.61DEWALK ~m ~f, µ q ~•.U~tix `
~ ti ~ ~ SEE ARGN. DWGa. ; ~4, ~ .tip O •9 n ~ ~ ~ I O Q
~ ~ ` ~ ~ CONC. APRONS ?4, 8 1 i ~ ls, ~ ~~5 13 ~ RIPRAP I y
~ (COG STD, 501) 1 , Y 4' PE ) CANOPY ABOVE x A~ K OVER
~ . GATE 4 PERSONNEL GATE 45 SLIDING HD, • ~ 1' ~ 1 LLV H/C ACGE88ABLE GATE t' { x DM CHECK AM C' (t vv~ W TLgNp ROCK D ~ r~ ~ b O •y ~~~H EXTENDED >D ARC
~ ~ 1, ` q0, A D D HARDW4RE ~ ~ / h WC SIGN K ~,3g, ' , bQ; ~ a, Y ~~xk S f I < ~ ION TEMPORARY DIVERSION DIKE ~ x x x I `
?pj,: ~r.Ttvvvy WETLAND N~~ 1 \k {~n>,~Y ~ HIGH MARSH EROSION CONTROL MAT NORMAL POOL ® .C C'~
b 30, ~6~ ~ ,4,8 ~ I\ ~ EL. 909.16 ~ I S 5 y EL. 910.16 .ca I (8160 SF) CANOPI' TREE
\ h • / ~1r ha H/CRAMP 33, i486 +``.,.?...L. \ ~~+t ?4, Rg SEE DET, C2, 9, . x~i ~ P x ~ ~ t~ Lau MARSH
` ~ ~ ~r ~ ~ 5' CONC, I X33, . ` ~ ~ tp g ~ ~ I EL. 908.16
~ ~ ~ ~x ~T ~ I (8140 SF) ~ ~ I ~
' ? AC. I ' ~ ,x , I
~ ~ ~ 'Q 1, ~ ~ , PVMT, fix, i / ~ ~ x MICRO POOL I RD RAIL, ~ I EL. 9060
\ ~ 1~ fa RIO 'Pd. h , f .R5 ~ ~ ~ I 6EE DET, K/C2.1 \ ` l ) I
, K/C1 ~n i 3600 SF ~ ~ Y 1 I
\ 12' ~ ~ 31 R5' ~ R ~ ~ ~ ~ ? ti0 R ~ 1 r„ T~~ I I ~ ry ~
I I 1'v~ r~~k ~ I
I x I I I ~ I M~UP• OAR ~ I w
vrS D yETLAND I 1 I-12-05 GEN. REV. ' r~ r Ig' ARC
5 ~ y~'~. ~ . T, H,D. pyMp; STRIP ~ / ti~tiZH rx I I ~ ~ TI r I I I _1 FOR CONSTRUC ON
~ ~ 5~0 SKsHT ~ ' / K~`/~ v I x ~ Yk ~'~n ~ I ~ Mk Date D~scrl t,1011
~ ~ Op p,~~ ti~~ry~~ c~a , ~ p 0 ~ x FoREBAY I ~ WW
3 rY r1' y^ ~ ~ I F I ~~r~\x~ ~!j EL. 906.0 16 BLDG. SETBACK ~ Q RtVI~IOM
~ • ~ ~ ~ ~ 11,89, / A I 4y~ ~~i ~ (1160 SF) y ~j r ro x I 'C Y ~y~` k x Z!~ I ~ "Hi'v~ x ry Y ,p, ~
\ ~ 22x . ~ 13~ re~w+ia. r P' I I rrNia~
LANDSCAPING NOTES o R , w~ ~ ~ xy I I N- ~ y~ ~ I I ~ / x 1 I ~
340"\ ~ ~ " ~ ~ ® ~ ~ ~ ~ ~"`l.. WATER WISE CAN01'1' TREES MUST BE A MMIMLIM OF TWO MCI4c8 M CALIPER MEASURED 81X MGNEa ABOVE GRADE WHEN IU ~0 ti ~ ~ t . ~J ~ s I U ~ I
PLANTED, WHEN MATURE, A CANOPY TREE SHOULD DE 4m' HKeN AND NAVE A MMIMI~1 GROWN WIDTH OF 3®, OTHER CANOPY Il6 ~ i ~ ~3\ ~ ~ x10 SKaNT \ ~ ~ I
TREES MU81 BE A MINIMUM OF THREE INCHES IN CALIPER MEASURED afX MGNEB ABOVE GRADE WHEN PLANTED, ? ~ ~ ~ , ; ~ . _ e 8' STREET YARD, \ ti ~'~E ?3 ~ ~ T ~ RETAMMG WALL No, i I
WATER WISE UNDERSTORY TREES MUST BE A MMII"L1'1 OF ONE MCN M CALIPER MEASURED 61X MCNES ABOVE GRADE WHEN SEE DET, A/C1,1 ~ ? ',~~0 `3 ~ / , ~ \ ~ ~ ~ , \ 1,29 j ~ SEE DWG.C1b > I _ _ _ _ _ GRAVEL ~ RIP RAP APRON, TYP, I
PLANTED, WHEN MATURE AN UNDERBTORY TREE SHOULD 8E 25 TO 4m NK~N. OTHER UNDERSTOR1' TREES MUST BE A \ ~ I SIX 8 GRADE WHEN PLANTED, ~ \ ~ 24+0 MNIMUM OF ONE MCH M CAL PER MEASURED MCNE ABOVE ~ ~ \ \ 5' CONE ' 0 _ DRIVE SEE SCH,G/C2rt I
p r,~i ~ \ Mi STRIP 8' STREET YARD', - -1 + '4 L r __1 h I
ALL APPROVED WATER WISE 6HISJ88, UBMG REQUIRED PLANTMG TECFMIQUES PLANTED PARALLEL TO TF~E EDGE OF Z 1 _~_25~00 / _2s,,oo ~ R/1~ _ ~ -
PARKING LOTS, ACCESS DRIVES, LOADING AND UNLOADMG AREAS AND OUTSIDE STORAGE SHALL DE EVERGREEN ~ SEE DET, A/C1, I a~0 ~ - METALLED AT A MNIMUM SIZE OF 18 MCHEB, SPREAD OR EEIGNT WHEN PLANTED AND REACH A MMN'9M HEK+N OF 36 AND 1 ~ Zl` I PrjB~-I _ , ~ ~ ~ ~ 2s+~
W \ / A MMIIMIM SPREAD OF 3rd', REQUIRED U,WTER WISE SHRUBS M OTHER LOCATIONS, OUTSIDE OF tNE AJQEAB LISTED ABOVE \ c~ GuARDRa1L*- - _ I ~ ~ SEE DET. K/C1.1 27+pp
MAY BE EVERGREEN OR DECIDUOUS, SHALL BE THREE GALLON M 81ZE A8 PER ANSI STANDARDS AT THE TIIrE OF /N~. \ i~~_
MSTALLATION, 'fi +e _ ~s \ / F ~ Esrr_T, +oo coG aTD. cam, W ~ - ~ D141YEWAY APRON
I I T ~ rgg4 / 1 THIS IS A GONCEP'fU,4L LANDSCAPE PLAN, THE APPLICAM MUST SUBMIT A DETAILED LANDSCAPE PLAN lWH CH DEP C a CAyr ~ ~ / 6 p , - _ 29+pp Z ~
THE PLANT TYPES AND LOCATIONS) WITNM 9sD DAYS FROM TI4c ISSUANCE OF THE DUILDMG PERMIT FOR REVIEW BY THE 0 ~ / Y T MG DEPARTMENIT PRIOR TO RECEIVING Fp \ / \ PLANNMG DEPARTMENT, THE LANDSCAPE PLAN MUST BE APPROVED B HE PLANN 2 W ~
AN MSPECTION FOR TI$ CERTIFICATE OF OCCUPANCY, Sig j ~ 3 \ i \ , ~ ' ' - - - 3l+p0
2 \ W _
WATERWISE PLANTMG TECHNIQUES ~ \ ~ ? j4yF IOLD LOT LINE) T ~ ~ i ~ ~ -(49238 _ 0~
I, 801E PREPARATION FOR THE ENTIRE LANDSCAPE YARD MCLUDEB THE ADDITION OF ORGANIC ANIENDMENTB TILLED TO A / ~ ~ ~ ~ ~ v~l
f ) T TWELVE ll1) MCHEB, DEPTH OF EK~HT 8 0 ~ \ ~ ~
ra„F \ LANDSCAPING DATA 1, ALL PLANTMGB M THE LANDSCAPE YARDS BNALL DE MULCHED MGLUDMG INTERIOR PARKING LOT ISLANDS UNDER R~ ? ~ KWK LAND CORP.
FIVE HINDRED (5~) SQUARE FEET TO A DEPTH OF TREE (3) TO FOUR (4) MGHEB AND MANTAMED WEED FREE R r0 3 3 \ W DB 5fd93 PCs 2100 C) \ ~ DB 4883 PCs 1159
THEREAFTER PLANTMG AYCs. CANOPY TREE UNDERBTORY SHRUB pF g0, AREA TYPE WIDTH RATE TREE RATE RATE 1} ~ ? ` J ~ DB 5093 PG 2100 -
3. EARTHEN 8A8Ma ARE TO DE GONBTRUCTED AROUND THE METALLED PLAJdTB. 80U?H STREETYARD 8' 1/100' WA 11/100' R g 5' TYPE 'D' ~L g5-1018-1159-I6 Date 9 04 ~ ~ ZONED - LI
q'117 ~ a1~ LANDSCAPE YARD, ~uunFvFi npan~ C~RAPNIG SCALE Drawn Flu FINELINE cad
4. PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE TO BE GROUPED TOGETHER WHERE POSSIBLE. WEST TYPE A 50' 4/W' 101100' 33/100' SEEDETA/C11 _
NORTH TYPE Ae 50140' 4/100 10/100' 33/100 Clock 15~ A. e » w ~o Will
NORTH STREETYARD 8' 21100' N/A 11/100' B, FOR ESTABLISHMENT AND SURNVAL, PLANTS SHALL BE WATERED MU THE FIRST YEAR OF PLANTING. EAST STREETYARD 8' 2/100' N/A 11/100' Job No. 04-030
b. IRRIGATION - IT 18 SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP MASTERS, BE USED FOR REQUIRED EAST TYPE D 5' N/A 21100' 18/100'
LANDSCAPWs PLANTING BEDS DURING THE REQUIRED ESTABLISHMENT PERIOD. AFTER ESTABLISHMENT, SUPPLEMENTAL PARKING PARKING LOT N/A 1/12 SPACES 8'8TREET YARD IN FEET &Wet ( ) SEE PET. A/C1J
WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS. TRADITIONAL SPRAY IRRIGATION IS PROHIBITED EXCEPT ~ 1 Wch = 50 n.
FOR TURF AREAS ICATES 40' TYPE A YARD WITH, 6' OPAQUE FENCE AS NOTED ON PLAN SHEET , CIARI

ENGMEER'8 CERTIFICATION aF atoRMWatER ~,11,aL1TY CONTROL CONDITIONAL USE S NOTES us 41,
I crrtir tFlet, nt to generally accepted enginesrl ftandarclf e1 thr connlxnty, it If my proreNional opxlion Chet runorr NOTE • ALL THE NECESSARY APPROVALS HAvEAIIILL BE 08TAINED y it bs trolled 8ectia+ 90.1•U2 or the Grerrifboro Dew FROM 1HE StATE AND GORPB OF ENGINEERS FOR ANY WEtLEWD I, Ufa -All those wa permitted f+ the LI zoning district zon dlaSriot alxe~pt 1, tOPOr:RAPHIC AND GEOMETRIC DATA FROM SURVEY dY REGIONAL LAND SURVEYORS, Sb42
from tFle first inohi or runrall f1'om areas Chet are rsqu to con per ~ T I I NC 21409 DATED JANUARY 19 1009 a WEST MARKET STREE , SU TE 00, GREENSBORO w
Ordinance N controlled by a permanent engineered ftorrwiater gwlity cone(p11MYtr~r barn designed to meet or exceed tY1r DISTURBANCE/ AND STREAPI CROSSING OISTUIQBANCE, no new biliboerdf wdl be permitted. r wrement w+ thr ter Management Manual, H CAS REVISED APRIL 3,1fd03, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL ib, 2003. CIDER RD.
. 1, No accaf well be provided to Neville Road, except n ~ S S I''~. flu urKll such tnne of the la to the east ar : aF 0 ~ pa n9' ~ Road, except ror elnploya ADDITIONAL GEOMETRIC DATA FROM SURVEY BY GIZINBKI SURVEYMG Coy 121 GALES AvEN ~ ~ to the saet and 61gt erg WMOtON-SALEM, NC 21103, DATED AUGUST 1002.
y ~ ~ also zoned to en LI or similar soning dutrict, ~trlat, NEVILLE RD. ApZ~,J~,T }
PE, SK~NA ~ ; :4 SEAL ; 2. THIS SITE IS LOCATED 2000 FEET FROM ZONE D IAREAa BETWEEN THE 100 YEAR AND 500 YEAR Rp. ~ a ivy a~ tFlr primary accru FLOOD) PER FIRM, COI'1MLMITY PANEL 9101110085 C, EFFECTIVE DATE NOvEMDER i8,1908. 51TE ~
S ; 9, Triad Oriw will be extended to t)r property of thr pf ~ a.y~ P,E. 6EAL ~ 15809 for the Ic'y' IA DRIVE
DATE • : b"x8" TAPPING 9. THE PROPERTY la LOCATED M THE UPPER RANDLEMAN LAKE WATERSHED lEAat AND WEST
~i '~~;0 I N B,~'~' ~ NEW 13" DRIVEWAY SLEEVE AND FORK DEEP R}VERXWB Iv) l.~
'~,ql N~ PIPE • 10% SLOPE VALVE ENGINEERS GERTFICATION NOTE OF BTORI'NUATER QUANTITY CONTROL ~~iI~HI~N REMOVE EX IB" 6" DBL, CHECK SITE DATA
TFIe storm water control structure(s) fhouel on this Ian if daigrled t0 reduce the poft•dewbpeient 1 year 14 hour storm event DRIVEWAY PIPE BACKFLOU) PREVENTOR and tl'M lp yMr 74 hour st to prt•drve ratty, ,,~~Nr'~rtn?i~~~~ IN ABOVE GROUND I, PROPERTY OWrER/DEVlI.OPER BLAND ENTERPRISES, LLC LOCATION MAP
~ ~ Cep,, ~i ~ "NOT X" ,l~ NEY/L 1386 SOUTH PARK DRIVE Ilo eca~e
, , _ o KERNERaVILLE, NORTH GAROLMA 21284 CONTACt -DAVID SPANGLER 1936)'96-6060
: ~a S ~ - 8R LE N
1 ~ ~py~ c) „gin, P8, REAL SEA r; ~ - - _ _ _ 1913 60' EXISTING NEW ARCHITECTURE 2, REFERENCES
DATE u 15809 _ _ _ ' :F : INV: ~ _ D.B. 4991 P. 590 D,D, 5093 P, 2096 E N G I N E E R I N G
. 935.35 g.. pIP WAT _ ' INV to ~ n U BUILDMG u ~ _ D, B. 5609 P, 119
lAN 1 81 Nv 93 o'~ P$. 50 PG. 41 BITUMMOUB PAVMG P L A N N I N G P$. 96 F1's, 95
~'~~qugN~` ~ 3.19 / , • art 1 FIRE DEPT, ' , ~ In - , n ' n P.B, 96 Frs. 90 CONC. SLAB OR PAvMG '•;`c.`i~;:' INTERIOR D E S I G N
, ~ COMECTION I I I 511' N I81, ( 3 ~ ~ t III 181.40' . 3,ADDRE68 ----100---- CONTOtgRELEVATION _-__t_lo_o_?- 4807-C Koger Boulevard
l 81001RIAp DRIVE Greensboro NC 27407
~ i It ~ I I I ( - I 3 9 -940 MOOREHEAD TOWNSHIP, GUILFORD COWTY ~ SPOT ELEVATION ~ !1000) Telephone [phone]
~E~ : , X93 PLEZ AVERY TRAN90U 13' BL i ~ I / ?J•? - I-~~--.`'.--- ' , . - - ~ GREENSBORO, NORTH CAROLMA =8' 8D = STORM DRAIN LIFE -8.0D - - - • ~ Fax [phone]
DB 1043 PG 92 ~ I ' ~ I ~ ~ I - / ~8 I I ~ I i I ~ ~ r.-~ O www,triod-designgroup~com I , , 942 4. TAX MAP DATA ~ STORM DRAM MLET
••••...,.••ACL 95-108-1160-10 ~ ' ZONED - AG ~ I ~ I I 95-1018-1160-1, -46 0 I ~ STORM DRAMMANHOLE
ILUC 1) EXISTIN' Wl4TER WELLS I TO BE ABANDONED PER I I 5. ZONMG DISTRICT PROFESSIONAL OF RECORD:
GUILFORD COUNTY I I ' :i , a . I' ' I' r I CD-LI -CONDITIONAL USE LIGHT MDUSTRIAL FEADW4LL OR ENDIU/1LL
• ~ REGNJIREh~NTB I~ Q 0 I 830 j 985' ~ I 51'0~~~ 1 ~r I FIRE NYD T ~0 ' 1 4 L. ALLAN HILL, P,E. J I 944 IGASE s3235) ~~1N 205 1 - -88- - SANITARY SEWER LIFE 86 Ipla~~i
1 Q I , AND VALVE I b. EXISTING USE -UNDEVELOPED - - ` ~A ~
1 . I ~ I DENR -WATER QUALITY $ 6ANITARY M,gNNO!-E --Q- '(N RO 4i ~ I I STOR61WA1ER BRANCN WETI,ANOSAND , • 1 W ~ F ~
i BILLY C. NINSON w i I - - I~ - i i M~ ~ 1. PROPOSED USE -TRUCK SALES AND SERVICE - ~ CLEAN OUT I ' v •
1 DB 1046 I'G 631 m I S - I ACL 95-1018-1160-29 , I , - _ 11 ~ WOOD FENCE • 8. LOT SIZE 19b2 ACRES
ZONED AG ~ i 8 I a - . • 3 (LUC U 9 i,• DI) ~ - 1 I EXISTMG BUILT UPON AREA • 000 ACRES 1000%) : - ! ; ~ 3 ¦ CNAM LMK FENCE -X- S Z
~ ,I Z ~ s r ' • • . , AREA M NEWLY DEDICATED RK>fHt OF WAY 1b0 ACRES , - Q-:
t I 1 1 - 0 I C NEW LOT I =11,02 ACRE6 N,tivwwti, n~rv~w+„n . '~,ti ' I I I ACRES 145b1%) TREE LME .,Q I N E,. M PROPOSED BU LT UPON AREA 896
1 I ~ ~ (916 ~ , I . - ACREAGE M PUBLIC DRAINAGE WAYS AND OPEN SPACE A ACRES SILT FENCE 4, SAN 1 I ~ - ~ ' • • . ,TOTAL NUMBER OF PROPOSED LOTS ¦ I ~~~mu?11
d \ I d . 11 ~ t l . , ' 15' BLDG. SETB,4CK ~ ~ LINEAR FEET M 8TR8ET8 ¦ ~ CONC. CURB tGUTTER JAN, 12 2005
~ I / . " ~ I ~ ',1 '15 ~ 4 / IS HDPE ~ e~ y ~ DLDG, BETB,4CK ~ ~ ~ . , 6~ I ' JOSEPH 181~'hT DISTU •ARE.4 • 140 ACRES (11,36%) '
,'1 ~ OFF 811E I / • \ I , r 1 / , ~ I • DRAMAGE 1 I' ~ UNDI D AREA.r Db2 ACRES (2864%) I ----W---- WATER MAM W 1 PB 50 PG 41 ~
I ~ b ~ a I ~ ~ TOfOND i I ~ I I Cm'~L'~'11T81 ~ I ! ,•~to~ .....1 ,•g I. a 1 1 ¦ DB 4181 PG 1993 '~••.....HA~ZEL"C.•TUGCsEE.,• ----T---- TELEPHONE CONDUIt T 1.»,.g 1. PVC BEUER ACL 95-1018-1160-44 PB g(~ ~ 41
, i ~ OUT) 584'14' in 05 ACRES I • . 1 I ^ I ~ ~••5. E 150 ~ / ~ •'.'6" RD • 1 t 1 I •I I •••SERVIGE a ZONED - AG ~ ~ DB 3330 PG 1089 , 1 I I 10%MIN,' ILUC I) ~ ACL 95-1018-1160-22 'G GASLME G
I / , I I 1,0~ MIN, ~ i - I , 6 , ~ I • . ~ ZONED - AG
I ! ~ T. II~J'~ v '~Jf ~ I I ~ ~ - OILNJATER SEPERATOR • \ ~ ILUC I) ----E---- ELECIRIC,4L CONDUIT ! ' , AND STORAGE TANK OFF SITE • • • • ~ ~ ,Y
v 4I \ ) ; ~v DRANAGE ~ FIRE HYDRANT , SEE PLUMB. DWGB, ~ . TO FOND ~ ~ N
a+ I'. I ~ + 3" METER - 3 r I 1 " ~ 1 i 'I ~ 9'~ ~ 3 WATER Tip, "EXIT . : • • D4 GATE VALVE I 18 ACRES
, , ~ J 1, r~`/~r ,-rte ~n LOT LIN TBAGC ~ 1 RPZ INSIgE• a .OT LIN) '09'30" • • 0 ~ 181.41' • ~ POST MDICATOR VALVE cITY•CI 8
w I I I ~;g,..o' 6 J~a1 BUILDIIJCs .1......1........ i i ` • ~ t ~ STUBOUTS b~ 1...... /r 884'1 ~ " -
0 I ~ i i ~ ~ ~ O/A SEE PLUMB, DWGS< • ~ 91 1,~ ~ , ) • ~51~E 181r,~ ~ THRUST BLOCK Q • X91 ~ Q
m p l ~ PNPE BOLLARD o • 1 t •
;4I I ~ off: ~ , 4 PVC BEWE ~ . Q ~ I,1 1 \ ` :,Y. , / SERVICE e / ti" LIGHT POLE ¦0 C J ~ ~
z ; I I ''t . j:.:r: m I / EXIT ~6 r'' • ' I' I I ; \ ~ ~ r, O~j' i , 19 •96j 1l~% MAd, ~ . • ~ ~i i . ~ +r ~ ~ TELEPHONE OR UTILITY POLE ~ Q
ICI I~ ~ ~ I/ 0 r ' I 'I.I; ~ • ~ ~ PROP. SAN, , t , I I _ ' •t ~ ~
, ' " TOP 91Ft20'' ~ ~ I I I I ~ ~ RD • DIN , BOIL G " Z~ I I , , , r , ~Q INV, ,OUT 911 / >Z RD • I - - - PROPERTY /ROW LINE Q Q ~ ~~sn > y.. ~0
s ' ; I ~ r'' ~ w' AI ~ .1,01 MM, ' , ~ / 2 STO ES ~•MM, s ..!y.•• p4 ~ 1 ~ ~.'t--~••, EASEhENTLME `
. r ~ ~ .t~• -•.~"'t'1 1'a ? - ? - SOIL CLASSIFICATION 0
I \ - 31,250 SF.••~' , ; I' I ~ / I ~ ~y.11.1 11 / 1 3 , i' - 1 `1',111; 1
I ~ ~ ~ FIRST ,FLOOR , II ~ , , , , 'x, 10fd LE VCP , 1 ~ ~ , ~ , ~ ~ 11 , O RON PM OR PROPERTY CORNER ~ ~ 4$ ~ ? 1 11'1 1 Q
1 ~ ~ 1 , ~ ~ % PRt1lA SEWER ? ~ , . , , ~FE 921,0 ~ VA7Jt SEWER ~ ~ ' . ~ ~ , 1 1 1 11.1, 1 STOKE MARKER OR PROPERTY CORNER ~ ~ ~ V ~~g% i~ ~ , `I ` 1 1\1111 •1 `
1 ? r ~ . ~ EXIT r MAFIe / ro. ~ ~ • ? . ~ RooF vRAIN ~ / ~ • .T<.... f ~ ~ ' ;1 1 I 1 FOREB Y pUILDArCi aETd14t.K L1~E - - - - - - - ~ ~w
~ E PLUMB. ~0 s
, . . , \ \ ~ ROP INLET-- ' • \ , ~ / off' : l ~ , 1 1 i , r 1' ty,l ' •1, • ~ , , ~ I CONE'. SIDEW4LK i ~cn ! I ~ L ~ ~ ~ ~ 1 I i ;gl'~'~'~1' \~Y'2, III 1 1 ~ I I 1 ~E Q
T 911b3 / a / ~ " ' U , ? / INV. M l6 ~~13 a i ' ? 1 ~ '.1 ' ~ ~ 1 I 1 '1,111!• \ O Q
/ ~ ~ 1 1 '1 1 ~ ~ I 11 ' - - ~ ~-1,1 i 111 ' .~S 1 I I I 1'I.rt \ y RIPRAP ~ ~ 'w . I ~R? •1..1..f•I I I1 , y
I ~ \ ? / I , _ 44 LF 6 PVC / ~ ' ' 1 f l• ~ x 1'• III 'AND 1 1 K H~x 1 1 1 I I ~,~,OY>"R 1'` ~ / 1 . 1.1 1 ' • I 1 I pM ROCK CHECK DAM ,a 1 ~Y ~ Y~ I TLA1dD
\ \ / I FI N , ,SAN , ? i ? i 1 f ' ~ ~ , T ' TOP 913,10 ~ ~ . WE ~ ~ EXTENDED'!`' ' , 111•, Ib• A,
. \ ~ ? ~ , CO 919 ; , \ ' \ ~4 ' ANDY ~ ~ MV. M 996 , , ~ , f ~ ~ 1' '1 ,ION ~a I I I; I 'I• ,I \ TEMPORARY DIVERSION DIKE Q ~I ~ , , i xx x , I I~I I', \
l,~rt~ • .fig ~ ; ; , a~ ~ s1 t. tic 0 4 " INV. OUT 9~t5 ? ~ J~ l.'~?•• • , I 4 PVCSEW,BEWER • ,i• , ,•rt ~'n ~ ,I •1• uvvv TLAND P~~ I : I III I' Q QI, 1 nS ti ~ I 1 HI~},MARBN ~ti. i I I x~,~ R~AL ~Ltv' I ~ I EROSION CONTROL MAT ® ~
/ L/'0~' 'b•. y'• ' 4• I, d~~r~ ~ 1 \ I I I•, I I LI• EL. 909,15 ':l ~ I ~ 1 5 EL. 910,25 ~x I I I Q ~ . ~ `,l•, • I I I• I x~T ti P• I III I I I I ' •,18150 SF}'~ CANOPY TREE , w' . I I kwY~ ` I III I
? ~ =..1 ~ ) , I EXIT • 3' .,3~ i%I ",~J~r '~R?•,? 1 11'~ Cr^~4~\ IJ• I I 1 LO1tJ•MAR$H . 1~ Dom.. r I , 1. S n~ Q
\ ~ ~ +Q ~ ~ ''~S; ~4j.; ~ ~ ~ ~ I ~ ~6, PRIVATE SEU+ER MA 'a CO • : . f , • ~ i Jim 'f , 1 • 89 , 1'J 1 ? ? ~`''S~ 908,15 ' 1~ • . ~ 910 - . ' ~ :1 ~ 1 I 1 b \ ~'cr yyff ~ LI ,
?9? 9? ,cOO ~ i? ~ EXIT \..0J' ~ \ , ?4 ' ~ 1, . m , ~ ~ F ' 1 \ ri~'r 0 I II r ,18140 S~) /
x ~ .:'t ~ age • • '1~i0,"• ~ , Y '7 ,---•r- ~ ~ i 1 1 ~ !Nl r.~R? I I ,111 ~ It \ I T~ ,
, ~ ~l 1 ~ 1 G,+ \ 1 1 1 I ~ 'POOL r , II ,
~I ',1 ~ ' ~ ! \rx ~I I I I ~ I II ~ 1 !95@0 SF} , \ ^ ~ I• .
\ , - ~ 8 >r~ l i / off'' " R , ~ ~ 1 I'', Y,~? 1'1..1 I ! III 11 ~,~.\n~ \ :J " R ~ • ~ ~ rY ~ I I WEIR OUTLET • ~ ~
t 1 (91 ~ + ~ ~ , rr I I I ~ I I I SEE DEt, /C2,4 ~
~ \ 1 1',1 i ~ I I I 11 i ~ , !~o? I 1 1 1 15'k20' I X I f I III I I_
~'rt~ 1 •A 1 1 ( +KC~ d I I (•Tr? r I- RAND ~ \ • I I I I I. RIPRAP I I' i ~ µ w p ~I,E. OvE I :Ill
\ ','y. = ~ ~ ~ ~ 1 ~ • ~ ~ 111' 1 , ,,1 1 , v,~5 ~ I I• ~n-AND ) 1112 05 GEN, REV, ~ 1 1 J PAD, r~~ I , 15 'I ~ ,
111 / ~ 1 'S~~Z~ ~x I,' Ili I I `1 ~ '1 'l 7', , r r ~ r, ,1 I I I I~ ~ FOR CONSTRUCTION
~c,\ Kti,3 ~ ; I I i III i ' " \ ~ J 1' Yb n~ I t0 I ~ III 1 ~ I of a, o r\ , , I Mk Day: Da»crl tlOfl 'SX~'iY~~•....., I ~ I III , I ~ I
sal ~ I I III1 / ~ ~ ' ~ NX~ x~ t' , ~ ~ , , ; EL, 9060 25' BLDG.~SETBACI~ I ~ a RfvlblOn!
\ ' ~ II '(911 r, ~ ~ r"~'i, , . I 1 ~>~llx~~v,~,~a~,,~, ,I' I \ lFlS~'eF) ~
' `'I ~ 1 ' 1 ~ ~Iv ~ Y ~ 1 r 1 ~ q,~,~~ ((Yv~` k I _ _
\ rt ~I~/ / I 1 I 1 l"'~)., ; ~ x ~ I I I I III 1 I- '•r I ' , `
h " 9
, . I~ 1 ,
T \ , UTILITY NO E5 l . • ~ , AC~ r ~ - ? • . f~, ~ ; ~ I I RIP SAP APRON, TYP, z ~ _ ° /y ,,fig -`q~ s`: ~~"'"~:r;~zc,rt-,Ll- ~ / III SEE SG~LG/C2~4 I ~
480 LF 8 VCP ~ ~ • ? 1 i c , ( -
FY WITH SEWER l PUBLIC) y \ - , . , ti gV~- -~p4.. _ _ i /Q i. EXISTING UTILITIES SbIOU~N ARE FOR DEFERENCE ONLY, CONTRACTOR SHALL YERI \ ~ . + i ~ T/Q/ l
UTI ITY COMPANIES THE EXACT LOCATION, 81ZE, AND DEPTH OF UNDERGROWD UTILITY LINER. $ ? ~ ~'f••,•1 ~ _25+pp f~ c ~ ~ 1 , , a-•___ I I' war .MJ 0 J, 1 1 . 1i
t-~-?~`-~ B C 1, ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETCJ VISIBLE AT TFE GROUND ~ ~ ' 1•~ ) ~ \ 8 ,
FI ,THERE MAY DE OTHER UNDERCd90WD UTILITIES ON THIS SURFACE WERE ELD LOCATED = - • -
811E WdICH ARE NOT SHOII,N ON TFIE POLWS, ~N - 1 ~ 1 _ q--~, i 1 L rI
3, 8EE PLUMBING DRAWMGB FOR CONNECTIONS TO BUILDMG SERVICES, 3r ~ -ter , ~ ~
i 130, 'Q~ '-,:19101- . ~v 'fi . 8 FOR CO-ORDINATION ONLY. SEE ELECTRICAL ~ 9~0 ~ 4, ELECTRICAL AND TELEPHONE LIFE SHOU~I CFp \ ,~,A , -y:_.- - ~ . -
F'l.ANS FOR 811E LK>FHTING, TELEPHONE, AND POWER LOCATIONS, ~ ~ - - ;..k _!'300) ' ~ d
111 1 1; 1 ~--___31+ \I ~ r 1 1 1 1 1, • 1 N81'48'40 pl, ~ 1 . - - _ Ci
S. ALL Wt4TER LIFE CRD88MG8 OF SANITARY OR S10RM SEWER6 SHALL PROVIDE A j f " '\I ,r MMIMIUM VERTICAL BEPARAtION OF B", ~ \ ; l 2 • ~ 1 1 1 11' 1 1 - - ILL _ 111 6'1 1 T-- 1
~ I 1 1 / IOLD LOT LINE?. T 91,3 , _
i, 811E UTILITI' CONTRACTOR WORK SHALI. TERMINATE AT 8' FROM THE OUILDING, ~ ` / ITY ' ~ 1 r
ENGINEER'S CERTIFICATION NOTE OF STORMUTATER QUANt CONTROL / \ , 1, CONTRACTOR SHALL MCUJDE IN HI8 BID TI•E COST FOR WATER INSPECTICN, SEWER TAP , g0~ \ • 1, - --1! ~ SEE TRIAD DRIVE • ~
FEES WATER AND SEVER INSPECTION FEES, WATER METER CAPACIT1r ~ FEES, r I red Thr atel level ent area or the cite ale ' A stormweter eianagemsnt study s+ not required or tF1r blo-ratsnt on a t opm reprasnt R ? ~ 1 KWK LAND CORP. PLAN AND PROFILE ~ ~ ~ . ..1......'' ~ ~ 1 lu DB 5093 PG 1100 8 ORC0.1 FOR
CONNECTION COStB, AND BONDMG lIF REQUIRED), t)'len 10% or tFle total drains area to thr site, Total dove arse = 0,10 acre. Total dreina a area to tY1e fits = 14 acres, Tp ~3 gs g 0 , Fyn ~ 3 11 ~ DB 4883 PG 1159 \ CONTMUATION
8. SEPARATION -INSTALL WATER MAMS AT LEEtSt 10 FEET LATERALLY FROM EXIStIi~fs OR ~~``'~"'~~~p~r,~,~~, ~iQp~~ ~'h}~ ~ i r DB 5093 PG 2100 - v ACL 95-1018-1159-16 Dele 9-2Z 04
~ennrn neiir,ee i ui enn i•irlnlTlr?In eeeveur A M_GN1T 461dOATl/'LI IILJCOC d bl. . ~n'SH CA?V
1-IRTVOGV oGU1GIW, MV.GW w'%W II F- IV.?GIsi n a . - - - r + • ••N.•••-( F001 LATERAL SEPARATION IS NOT PROVIpEp,1HE WATER MAIN SHALL BE LAID IN A E S S ~0 (UNDEVELOPED) CxK,4F'HIL 5L,4Lt Drawn FINELINE Cad
PE, 604ATLWS .0F 0. ; ill SEPARATE TRENCH OR M THE SAME TRENCH AS THE SEWER ON A DENCIN OF / PE. SEAL y I e » w we 200 1
U?sVISTURDED EARTH WITH A MINIMUM VERTICAL SEPARATION OF E INCHES FROM THE TOP DATE Z a r ; S 3 ')y SEA • C*adc B9 A. Will s~
OF THE SEWER TO THE BOTTOM OF TFE WATER MAIN, i 15809 Job No. 04-030
1. UTILITY OWNERS ON THE BITE ARE AS FOLLOWS SEWER AND WATER - CITY OF Z '.F GMENSOORO, ELECTRICAL - DIKE FLOWER TELEPHONE - BELL SOUTH, NATURAL GAS '•,y01 NEB' f IN FEED >3h1QOl
RIPRAP APRON I inch = 60 ft.
PIEDMONT NATURAL GAS. q( %o tAN N~ SEE 60-ED, G/C1.4
foloosell", C1 m2RI

T STD, 414 OR 418 81D. 412 PRECAS CURB INLET TOP A ~ STORM DRAINAGE SCHEDULE ~ YR STORM FREQUENCY
EXPA~ CONG,TOP B . / ~ A ~ ca16na1cna+ ea>'a aESler+ oarA
I ~ V I v I 61RICn3iE 6tlvJCtuiE f01' i~tt1 e1 N~9Yt N rN13ir our PIPE 012E PM'E PIPE otlt AI~L'4 ~ ~ rrtErbrr MLau At n~a1u 1lQUNlD ~ ~ PIPE ncu rsL •
_ u I - - ~ - - -i N1'bER 11TE ELEVAfICN LE~IrifN OLGPE UN~ (WIR) (CFlW (CFA 1EADQU 6L+OPE ffPbl 3 - - m - - r?+leoar
I~?" E „ I " " s J 1 ~ ffi3® ero0 2AO o10 610 au
MTL. i . I ~0 r u dl I 14'OD 160' Oq 2A0 11,14 ?4"6D 000 bi3
~,.r A A ~ 1,TYP. I •
6 MN ffi2D en,1e EEL
EXPAN, • I " 0.1 u A ~9 JO A D 4 STD. x411 ? DI ffi10 ffiO,eO ,60 .e6 610 ?,11r
STD, c+ ~ D`'' 4 R TYP, 1 ~ I ~ ,,p'~O L _ _ _ _ _ J " RING t COVER PLAN PLAN a'bo m' Ome am 2,11. le"6D Ome 3,ffi
ti ' ~ 3 R" „ p WI1H WIT T , TYP, 19 I/2 191/2" 3 0l 901i ffima? ffi03? am ,eb 61m ?.1i
PLAN PLAN " 3",TYP, I b tOP TOP i I/8" - I/8"
ALL MORTAR JOIN18 ~p~ 1,.~ d1 ARE TO BE 1n' ~ " III Ill ro'1o Om ~ eat a'1o 0~ ba1 F p. I'
1'-4' 403 STANDARD CURB INLET THROAT ~ 8, 411 RMG ~ 1 n I e ref ffi2a ero39
E>IacK MaeoNRY car ;n , ~ u ,o~ ~ FOR 2 -(o CURB E GUTTER 6 I~ , TYP, 4 CI ffi40 e1affi ,16 ,eb 610 3b
DE STANDARD CLAY ~ d , ~'1D0 DRIGC 3 R STD, 412 OR 428 ~
OR GONG. EllitlCK e > CURD INLET TOP I ~ ~r 1 I/ " 4 - 4' a'8o ~ ~0e ado ~mb Sam A R C H I T E C T U R E 1 1l8 y~
SECTION A-A 8 „ • 18 FOR DEPTHS OVER 4; ~ i ~ 2'-3' « '•~i" ; ~ .J 2 US 18" a MF1 ena 91114 9n,1e enae 11/8" ENGINEERING
~ B 4'-0' USE STEPS r-a ~a ~ S 4 MG° I'-II I/4" I'-III/4" 3m"6D be' ome ser na4 3o'bo Ooe bae
I'- " Ra, i" I i' elrwPa s I , ON 3 CENTE I b
STEPS SHALL DE b I PLAN _ SECTION A- M ACCORDANCE WITH I a " u SECTION A-A • cl ffi3a ensr P L A N N I N G
MORTAR oR r, C ~ 1/2 STDA14. 2600 pri CONC. CONC, u IM In 1/1" i cl ffi3,e emsi Zm ,ee 610 l10 INTERIOR D E S I G N
~t 1/8 SECTION A-A SECTION p-D STD. 401 INLET TOP REQUIRES 4, SECTION B-B ~ 1/8° RING - 10 LBS, m'6D oob 1m 1,10 E"BD Omb 3.16 COYER - 118 LBS, 4807-C Koger Boulevard
r4 BARS IN STREEt FACE, „ a cl ffisa 91631 EEL Greensboro, NC 27407
U INLET _ 9n6 ~ STANDARD BRICK MASONRY G RB _ STD, 403 INLET TOP REQUIRES 4, C Tele hone 336-218-8282 , r1N ffia~, elms 92m0 Ze .96 elm 1,u p
S" 5 BARS IN STREET FACE. Fax [phone]
r r (1 of 2) I ~ C.0~7. 40?/ 403 T I LNG ALL 0 HER RE NFORC STEEL - I U1" >b'aD 16m' 01 16 lu 1y"gp 01 416 www,triad-designgroup,com
STANDARD CURB INLET THROAT IS ~4 BARS. - _ v 1 enlb 32 96 61m 1,1i ~ 8 C ffi3a 911A0 e1631 te'a'
.I ~ v „ 3/4" 3m'OD 23?' ome ,col ?1a4 ~o'eD ,ooe bel PROFESSIONAL OF RECORDo
REMOVE Aa MUCH aF EXISTMG FOR 1 -0 CURB ~ CsUTTER TA A I • 3/a Y.__ S ND RD PRECAST CONCRETE CURB NLET TOP PIPE AS REQUIRED TO INSURE L. ALLAN HILL, P.E.
I POSITIVE DRAINA~iE. r (2 OF SECTION B-B CTION B-B II cl 9?210 e1e,9m EEL
C.O~G. 4(42/403 r = C.O~G. STD. 412 STANDARD INLE ~4RD INLEt RING 4 COYER a cl 9?0,4 ena3 06 ,ee 61o A4 CARD/'~,, t~L~~•N... •.,V ~I
I ~ C.OrG. S' S S ~ C.OrG. aTD. 411 1e'eo ba Omb a µ Ol'8D 006 31e ; F . „ ,
~ ~ ~ I 3'-3' I NC NotES ~ .
I ~ $n 13" N 10 CI ffi0.4 en16 8n06 Olr ,es b10 33 ~ r • .
w ~ I ?5114 AL r ~.,.~.r~.,...'rrr~;, TYPICAL PATTERN 43 3/4" 3/4" AF ALL MORTAR JOINTS b'OD N?' 006 ,u ,11 I6"OD 00e aim ; , ARE TO BE t ~i" ~ Q:
. 231/2" I/8" 1A II cl 9nso en0 91e,16 A6 ee 610 ?,46 . ~ •~c 1 r1~~'
Yom---r ~ p' n , A A B! ~ BRICK MASONRY CAN ~ q ~ 30'OD 136 omb 4i0 24.1e 3m'eo oob r,r1 CCgN N~\\
PARTIAL SECTION Y-Y 31 6/8 8E u u~~ 5/8" M1 BF 8E STANDARD CLAY ~'~?~nn~~~~'
A 5/8 A n . ~ ~ BRICK, JUMBO BRICK, p CI ffi43 eubb 8u01 s2 ee 610 111
~.4« - ~ 0! b 3 T/S" NOTES ,.yA~ v ~ oR coNC, BRICK JAN. 12, 2005 3r'eo 66' ~mb 6~6 ?1,43 3r'bo Ooe
u coNC, BOTTOMS aHALL 14 GI ea,11 e13,16 30 9e 610 lib
TION X•X ALL MORTAR JOMTB ARE TO DE b . ii 5 DEDUCTIONS bEG ii BI CONC, TO BE CLASS "D" FOR BASE. ~ C FOR ONE PIPE PLAN BI BE PAID FOR Aa
J6Mp0 BRICK WILL BE PERMITTED. CONCRETE I CORED 42" I" CORED BRICK MASONRY 3r'bo 110' 006 290a 3`'eo Omb
I 4" ID CONCRETE DLOCKS MAY OE ~ u NOLE,TYP, PIPE CM, R.C. BR CK OR 60L 4" 25 4 a e1313 e1313 e3 ee 61o en
USED M LIEU Of CLAY DRICK 91ZE STD, r401 a " 33" 1?" 0.010 0,032 GRATE t FRAME I ~,q~ >i'eo Imo' ome 3410 3i"6D
RMG < COVER FOR MANHOLES WITH A VERTICAL WALL DEPTH ?3 YI ea11 earl
STD, 413 OR LESS 1HAN 1?', EtlICK MIA80NRY WALL THIGWE88 U2' 41 - b SHALL ~ 8"~ SECTION A-A 15" 0.031 0,041 g« 3 2,-0„ ,
~ MANHOLES OVER 3'-b" M DEPTH SHALL DE PLAN 18° 044 0.065 I GIUANTITIEB Oob
- PRDVIDED WITH STEPS 13 ON CENTERS. STEPS I- ¦ 1 SHALL BE M AC~ARDANGE WITH STD, NO, 414, MINIMUM AVERACsE WEIGHT B'~ C BA6E H ?4 PE6 9G0
E I RMG - 230 LBS. IC.Y, " Y IC,Y,) f PER FT, HEIGHT) ~
x X STD, 400 IS FOR 11 36 PIPE. COVER 115 LBa. C ,@ 0.198 LASS 0 CONC. 0,198 0,256 ~ CI ffi0,4 ffi4,4 AO ,eb b10 210 U
(ypp) tOTAL -346 LBS, STD. 401 MANHOLE IS FOR PIPE OVER 36 . e'80 120' 02 AO 210 I6"OD 01 4M
SECTION A-A i' FOR MANHOLES OVER d' vERTICAL WALL. DEPTH STANDARD MANHOLE RING t COYER n CI ffi0~4 WO a?I~0 OAe ,ee 6,00 2A8 ~ `
DRIC1c MASONRY WALL THICK('ESS SHALL DE 12" ~ O u u B'1D 40' 0060 16 4i6 E'6D 0066 1,11 O
• eEGn~ AT FOR BRICK MASONRY MANHOLE STANDARD BRICK MASONRY DROP INLET FOR ; b J1.Et FOR 24 x 14 GRAtE O y., t0
CA~G. STD!413 r C.O~S. STD. 410 ?1 0l 92ea ero~ EEL ~ ~ ~ ~
rl~oar L O I6 YI 9010 a?3~ ,00 3e e.00 4~N Q
E'OD 60' 91b1 10 4A1 I6'OD 0161 61i ~
(x400) i'-4' SLOPE AS INDIC -SLOPE As Ir~~caTEV 'a ro DI 6*0 ,4 O
1V01)1'-4' ON PLANS 4' oN PLAN9 926!0 e2?o ffil~e am 16 61m x,r O ~
~C i b'6D 130' Omffi3 lam 1,11 11'6D 0010! 606 L
SECTION ON CENTERLINE ~ ti ~ ?0 DI ffi6a CIA 111D 92096 .e0 !6 610 4,e0 C O
ie 19 a?L16 L M'6D 114' .0166 ?10 O
TAN ARD BRICK MASONRY STORM SEWER MANHOLE ' S D ~1 BARB ~ a~9 11'OD 0166 1.96 Q O O
r - 9 - ~3 C.O~Cs. 400/401 ~ 1' ca PIPE ?I DI ffiba en1 en0 10 16 610 l10 ~IPe M y
14 0069 335 ~ 'ID bD' 1611 ?4'6D 0063 132 C
b~ ~ ~ 6'IID 9210 elev emie ~A0, O
u FLAN • lllb FaOTRJG DOUEL(BAR'7(") ?4'OD 20e' OOe 336 1611 ?4 006 1,41 W
11 u 'G' M' Ye' b' (F CONST. JO '00 coNeT. JoNt re ue~D) ~C
~ I~" _ 23 YI ~®r e13.0m elt:il et211 116 !e elm 6.60
8 3/4" ugM ~ TION STOP ~ El~AtbN u'eo 4a 04e iJ0 61,a 42'bo 04e 634 O
I~EADIWILL DMENSION6
5/$" I~' II/4' , 1 , 1 COhFION 84rGLE V4" u4„ I I I I I I I I 'D' ~Q~ ~L~ BMGLE DOUBLE 24 PE6 elole .L.
Q I I I I I I I I I I I I - ?e cl ere,16 916x1 16 eb elm l64
S I I I >a' 3' 4' r a' 4' b' S'-o' I I I I I I I Ib' 3'-1' I'-10' 1'-II' B'-10' ' S'-0' I'-II' b'-II" E'IICP 40' Omb 98 la4 E"IiCP 00e 6a
' B'-10' 1'-3' 8'-I' ' 1'-4' 3'-0' I0'-4' Zi CI 910,16 914,96 9u.16 u 16 610 Ib4
iT ~ 30' 4'-1' 1'-4' 4'-5' S'-MO" ' 8'-10" 3'-9" a'-1"
~ I2 n o1 ' 10'-4' 4'-b" 14'-10' b'11CP 216' 006 ab 306 I6'1iCP Ome bb
4?' S'-1' ?'-YD' S'-Il' II'-1D' ELEVATION 48' b'-N 3'-I' b'-S' S'-4' ' II'-10' B'-3' 1T-1' ~ cl 916x1 eI3A0 DEL ' S'-4' b'-0" 19'-4'
CONSTRUCTION 21 G ~ 903x1 91119 J3 ,Oe 6,00 ,12
JOM I I-11-05 GEN. REy.
COPOLYMER b'IICP 40' 006 13 ,11 I6"RCP Omb ba
POLYPFa0P1'LENE cNCDOT sTD, a3amu PLASTIC ?6 u ~ 1 FOR CONSTRl1CTION Bleb 9rlbe e13A0 910ie ,13 16 elm ,12
DETAIL. F/G2.3 Mk Dataf Dsbcrlptlon I6'NCP N' 006 12 4x1 I6"RCP 006 61
- - No SCALE r3 DEFORMED ~ Revlblonb PE6 91m16
STOP STEEL R00
30 CI 9333 919,3 ,O>' ,96 6,00 13
4'-m" NOTES SECTION A-A „ Ol'RCP 40' 0? ,O>' 13 ib"IOCP 0? is
4 PENETRATION S ? 8 DEDUCTIONS ALL MORTAR JOINTS 91 CI 9333 9?6b0 9183 ,16 ,ee e10 19
FOR ONE PIPE ARE TO BE I/1" t 1/S" y
STANDARD PLASTIC STEP PIP ~0 - p!"IICP S?0' 04 30 1sr le"RCI' 04 60
FOR BRICK MASONRY STRUCTURES ~M, ~ BRICK MASONRY CAN ~ GoG STD. 4a SIZE A A ~ ~ I t ~ STD, 411 3s cl ffima eroa DEL
~ 6 BE STANDARD CLAY R NG COVER t COVER 3? a 9200 e16,e4 ,0 , es 610 13
C.O~G. STD!414 IZ omzm ,amgz ' BRICK, JUMBO BRICK, h
15" 031 m,@41 ~ GONC, BRICK s'ACP 4a 01 ,m W 13 E"ICP 01 ea
33 CI 9000 90;`x4 ema e031 ,E ,9s 61m 19
IS" 044 m,mb CONC. BOTTOMS SHALL NOTES NOTES 11'11CP 9m' mbe ae 33? 16'1vcP mbb 1a W
BE PAID FOR AS BRICK MASONRY « CONCRETE CONCRETE SHALL BE CLASS 'A' s4 ~ 91m1e C'
4 4 -0 COG. 8TD. 15 TOP SH
CONC. COYER ALl TOP SHALL HAVE A SMOOTH
0' x 8" BRICK FINISH FINISH Z
PIER AT EACH CORNER TU10 66-1010 3"
COURSES HK~N 3" RAD. TYP. TYP. RCP DENOTES CLA88 III WITH T r¦
RCP OWGUE AND GROOVE JOMTS AND BUTYLMABTIC SE,4LANT SD DENOTEB DOUBLE WALL NDPE PIPE WITH CLEATED LOCKMG JOMTS lHl-Q BY NANGOR OR N-11 BY ADS) 0
I ~ GI DENOTES COG STD. 401 CI CI ~ DENOTEa COG BTD, 403 CI
QUANTITIES ~
BASE H PIERS YARD MLET D
IC.Y.) IPER FT. HEIGHT) IC.Y. EACH CLASS B CONC. ~
m~~ a~~~m STANDARD 4 x 4 PREC,4ST CONGREt CONGREtE ~ ,1. ~nn~ Data 9-11-04
SECTION A-A YARD INLET COVER WITH RING t COVEF
t COVER Drawn FINELINE Cad QTY
STANDARD 4' x d' BRICK MASONRY YARD INLET CAG. '425 iENF. JJj f&j"NtE RBMNCH srto~?aw~ Check By Q Will
Job No. 04-030
C.0,3. '424
8hsot
C2.3RI

BERM
1' MM, fLOUJ Y' IMM,) 'L' 6' MILL
oTEEL FENCE Poor e ' NoTEs LUJER lIF REG1'D,) NCDOT
e I, Q2 AND QIO BASED ON 11= 5,5 IN/HR CLASS 'B' bTONE ~ N 11= 5.b IN/HR Ilm= 1.1 IN/HR I' THIGK NC
HOG WIRED t0 PO4r !OPTIONAL) L e 1. PERMISSIBLE SEEAR STRESSES FOF STRESSES FOR ~ 1 "b18TONE
31" MIN. WIpTH \0 COMPACTED ~ EXCELSIOR 1.55 F'8F I SF ,H, Q ,H,
FILTER FABRIC e 801E SIOR CURLER I I 20 PSF • O E~EI. X II 1~ PSF 1
Gh' r*ti~ EXCELSIOR CURLER III 13 F'8F o ~ ~ ti Q Q ~ NORTH AMERICAN GREEN P-900P X III 23 PBF 'B' MIN, 0,I FT/ 1 ~ .aREEN P-3mmP b,m PSF ~ 0 080 I
n BTOrE - 1 I
FILL 4LOPE a • ~ • ~ , DRAINAGE SUTALE ~ WALE SCHEDULE o
'0 / . r' . ~ . ~ ~ DRAINAGE SWALE SCI O. ,d ~ ~ • . ~ O A
6 ~ApE 61114LE CONp1110N LMER LMER 'H' 'D' 'e' Y' SLOPE MAX, FLOW MAx, FLOUT VELOCITY MANNMGS 81~AR
DEPTH lCFB) lFPB) n FORCE lI°SF) 1~ 0~
iv WRE AND FABRIC t0 dE Y ••0 J rRgNCFED 6 MIN, . ~ I TEMPORARY EXCELSIOR EXCELSIOR 3 I I 1 016 mbl 4,11 1.16 m~33 mat
Q. I PElil•IA1rENT GRA88 MTO GROUND AND BACK- 8' . GRASS 3 I' I' 1' OOIb mbb' b81 1,96 0031
~ FILLED WITH STOKE. 6 TYPICAL 1 TEMIP01~4R1' EXCELSIOR EXCELSIOR 3 I' I' 1' mD1b ma8' 3,90 1M mlDbb I,81 FILTER
SECTION GEO-TER 1 GRA48 GRASS 3 I' I' 1' mO1b m.4D' 4b4 436 0031 FAEIRIC
N01E4 LINER T - oNG TRIANGLE STEP t STONE 81111; • usE 1" TO 9' COURSE AGGREGATE, TEMPORA Y I 3 TEMPORARY EXCELSIOR EXGEL610R 3 I' I' 1' mOlb mab' 1,90 130 0066 mat A R C H I T E C T U R E
Poor r'E a. i L R D vERSf ON DIKE 9 PERM~wENT GRASS U6E CRII61~lD 4TONE. GRA6B 3 I' I' 1' DOIb ma{4' 1.41 131 mr031 CRI086 SECTION
WIRE 91" MIN, uuDTH HOGWIRE, DETAIL C/G2.4 I NOT 88 THAN ~ FEET, 4 TEMIPORARY EXCELSIOR 10 GAUGE LINE WIRE 1. LENGTH - AA EFFECT VE, 01R LE 4 PER'W~ENT GRASS EXCELSIOR 3 I' I' 1' Om3 0,41' lam Ib8 m~bb 0,19 E N G I N E E R I N G
fADRIC PROPER l6Y AMOCO) OR EQUAL 3. THICIQ'!ib • NOT LE46 THiW EIGHrlBJ INCEEB, ~ NO SCALE GRAbb 9 1' i' 1' mD3 093' tbb 1,66 0,031 PLANNING
4, WDrH • NOt LE48 THAN FILL WIDTH OF ALL POINTS OR 15 , ~ , ,l` 'B OVERFILL b" ETAIL D/f?2.4 DESK,N ~ INTERIOR DESIGN
4TONE ?4 WASHED STONE, TO dE PLACED D E TA I L i" DEEP. 6, UTABHArG • WHEN NECESSARY, WHEELS SHALL BE CLEANED PLACE RIP-RAP AROUND L gE~D h FOR SETTLEMENT
TO REMOb£ BEDMENT FMQIOR TO ENTRANCE ONTO F'UBLIG PIPE A8 DIRECTED BY ~ ~'~E bPACING PLACEM~TIT OF PO8T8 U81NG HOGWIRE TO BE 10 APART. Y WASHING IS REQUIRED IT SHALL BE NO SCALE TOP 4' UE:IR MM. 4807-C Koger Boulevard
I'1..4CEMENT OF F'O4T$ WITHOUT HOGUMRE TO DE i' APART. RK*iT ~ ~ .WHEN THE ENCsINEER DONE ON AN AREA STABILIZED WITH GRUSI~ED STONE WHICH SEE SCFED, Greensboro, NC 27407
SILT 1=ENCE DRAIN6 INTO AN APPIOVED 4EDF'ENT rRAP oR BEDIMENr Telephone [phone]
BASM, ALL BEDIMENt SHALL DE PIQEVENTED FROM ENTERhJ~s Fax [phone]
GaVAr?a '1 ~6 ANY 4TORM pRAIN,pITCH, OR WATERCOUR6E THROUCsH USE OF 4ANDdAGB~iRAVEL,90A11p4, OR OTHER APPROVED A ~ 0 www.triad-designgroup,com
METHOOO. ~ P ~ 3 A DETAIL A/C2,4 6, MAINTENANCE -THE ENTRANCE SHALL BE MAMTAINED M A '4 ~ \ EMERGENCY BY-PASS
NO SCALE CONDITION WHICH WILL PREvlNt 1RACICNG oR FLOUNNG OF \ b" 6ELgU SErnED PROFESSIONAL OF RECORD:
SEDIMENT ONTO PUBLIC RKbliB OF W4Y, THIS MAY REQUIRE Q 0 Ta° ~ DAM L. ALLAN HILL, P,E.
PERIOpIC TOP pRESSIIJ~s WITH ADDITIONAL STONE A8 CONDITIONS DEMAND AND REPAIR ANDI~OR CLEANOUT OF ANY MEASURES 1/I BIDE SLOPE ~~~p?ah~ i4 \ MAX. y~~
USED r0 TRAP SEDIMENT. ALL SEDIMENT BPILLEDpROPPED, ~ FOR
WASHED, OR TRACKED ONTO PUBLIC RKiITB OF WAY MUST BE ~ WxL 81ZE ~i \ VI SIDE SL . ~ • S S • ti I OPE F 0 . •
PLACE RIF'R4P UP REMOVED Mf'EDWTELY, ~ 1/I ELOPE 81DE8 aF DITCH \ / MAX. 1 NATURAL . .
~ GRAVEL CONSTRUCTION ENTRANCE GROUND • .
aE MAX, 4' TOP ~ 0 U4" WIRE MESH MAX, 4' FILTER 3' Mhd ' FAEIRIC Q-.'
WEIR G•O~G. 436 FILTER FABRIC NOTE • ti ~ • •
NCOOT TYPE 1 _ - BEDN'ENT CONTROL STONE SHALL ••''0 ~ N ~ V~,~~• ® BE No, b OR No. 31 BTOPE SECTION ~i~'9( N~ CAN
DETAIL B/C2,4 TYPE 1 PIPE OUTLET EROSION CONTROL DEVICE n ® - ~h~m~??~
No BcALE . UNRE MESH SK4LL E?E HARDWARE A r CLOTH 13 GAUGE MM. AND bHALL TEMPORARY SEDIMENT TRAP l10 YR. STORM) JAN. 12, 2005
(SPREADER) _ GRADE a HAVE V4' MESH OPENINGS.
vlrcH ELOPE i TRAP DRAI~WfaE DISTURBED BED, BTORAC# SED, STORAGE SI~FACE AREA SURFACE AREA BED, BOTTOM TOP BOTT, -TOP OF MESH SHALL BE A MINIMUM AREA AREA REG!'D, /CF) PROVIDED (CF) REQ'D, lSF) PROVIDED /8F) OEPTH DIM, lBxL) DIM. IBxL) ELEV,
I T T CO T YIC SCHEDULE P PE OU LE N ROL DE E OF ONE FOOT BELOUJ THE SHOULDER (Oml x Q10) 1001 x GIO) SEDIMENT I
1" ~ ~ ~ ~ FILTERED CONTROL OR AMY ONERSION PO NT, I 2.1 AC, 1T AC. 3960 CF 6080 CF 3916 SF 40+8 SF 1' 31'x80' 44'x91' 9018
2' MM, STRUCTURE TYPE 'W L d max, d 50 d min. Q V ~,~R I'-6" VARIES VARIES 1' STONE - S1EEL POST SELALL BE b FT, IN 1 3i AC. S.b AG 6480 CF 816? CF 6300 8f $331 SF 1' 31kiM1' 43'xxi14' 9100
ELEVATION STR n4 l41") I 24,5' 40' 12" 8" 5" IS" 1,59 fpe TYP. TTP, HEIGHT, AND BE N6TALLED la' DEEP 3 1,60 AG LO AO. 18010 CF 1818 G 1411 BF 1486 8F 1' >dk43' 11kbb' 904D MM„ AND BE OF TI-E SELF-FASTENER 4 09 AC. 0,9 AC. 1610 CF W16 CF 1316 SF 1316 BF 1B' 10k38' 16k63' 8100
6' STR n9 ll8") I 10.5' 40' 11" 8" 5" IS" 8,34 fpe g)=CTION A-,d SECTION A-A TYPE, 6 Oa AG Oa AG 900 CF 900 CF 136 BF 8W BF 3' 6k16' 14k34' 9na
tOP OF BANK BEYOND I' MIN, TOP OF 8TR X34 l18") I Im,5' 42' 11" 8" 5" 10" 8.50 i'p+ 6 U! AC. Uf AG 2100 CF 3144 OF 7100 8F 1144 8F 1' 16kb0' 33k68' 901aa - WOOD POST 6K4LL OE b FT. M
LLEIR ~.1190 MULTI -D IRECTION~ HEIGHT, ANV eE MIbTALLED la' DEEP SEDIMENT TRAP RECTIONAL FLOUJ C
~ ~ 810-AREA !15") I 8.15' 1,5' 11' 8" 5" IS" 1.50 f'p~ ~ MN, AND DE 3 N DUWRER ISLAND OVER ArLE1
1 ROCK INLET SEDIME' - DETAIL E/c2.4 ~ t SEDIMENT TRAP P08T bPAC61G 6EIALL BE A MAXE'~n a M~ ~ O
~ WASHED STONE DETAIL Cs/C2.4 OF 4' O,C. NO SCAJ.E DTVER610N E ~ V e~ ONCE ~ `i
I No SCALE DETAIL H/C IL E-I/c2.4 ~a DA No. OF 11"1 _ ~ ~
FLOW ''~0T No ocALE u.g4e'e arONE NO SCALE IACREb) SLOPE DRAN6 HOLD-DOUN ' - 1n O
EL,118D 81A1CE8 r--,~ - _ ~ Q L Oa I i _ _ ~ - . _ - 3/I ~
i _ ~ _
- o ~ c~ r 1a 3
I' MM, 4' MM. 1m 4
SECTION ~4 O ~ ~O ~
arLET ~ ~
ROCK CHECK DAM 1• ti 12"~ FLAbTIC C
CORIAJGATEp L
DETAIL ~/C2.4 PIPE o 0
No BcaLE TEMPOR4I~Y S 0 ~ O L PE DRAIN •Q
y DETAIL L/c2.4 ~ C
8' braalLlaD ~ 'O 41
TNJALL EL. 918.1 anLET bcALE O O
O L
~C C' ,
T/IUEIR EL, 9150 3/4' CFIAI'1FER 310RPICE c tt,
CONBTR JT. 1'-0' LAP o D ~ In'xuz craw ~
1x4 KEY TN14LL EL. 918.15 SCREEN MATERIAL ~ 4. 2005 SAN
4' MN,
9 ORIFICE HOLE ~ t U2 CLR . ATER QUAU~` H Q' LEVEL SECTION DENR W p1ER6RA~ = ArETLAND OPERATION t MAINTENANCE ~osTOl~
h I ' EL, 9105 ? ' ~ o
? • ? . ; M6~8' EA, FACE VERT. 'ERG 9 STD, 1'-m" b' A ~T~ eFldu eE FERFOnrIED AFTER EVERT RWOl1~ PRODUCNG
a - T/BPILLWWY EL. 915® ' 'b CURB s GUTTER noNne.Y a A MWMM, RIP•RAP L REMOVE DEi01tl6 NIOM tRA6Fl RApC
r ,
CLA6o i W4TER6TOP STEEL FLANGED ' RIPRAI' . K4AI8" EAu FACE F10191Z - TRASH RACK ' ~ z. a+>xr~LEAR oeeT~cTIONb FROM oRlna oUaET, V8" MM. OTEEL TAPER CURB iv
I V2 , FILTER FAaItlG T ~ FLANCef FLUSH W/ ~ 3. C1E;C1C 84E !LOPES AND DAM l9DAN0•lNT, REMOVE TRAbH AND REPAIR I 1-11-m5 GEN, REV, TRASI-I RACK GUTTER I 1110oED AREAb.
M! N 4. CHEGC emhe~rt LlVE18 eE?+ND eAFFLEb. REMOVE SEDU"RNT uluE11 DEPTH FOR CONgTRUCTION
PLAN ~ WALL 3"1 oRIFICE HOLE RETAINING WALL WEIR ~ _ REACHE6 !/4 EiM'LE Ham,
GONSTRUGTION JT. ' _----____--Q_I NORMAL POOL ~ ' T hNc Datee De~ulptlon _ _ _ _ _ Q _ _ _ _ _ _ _ _ Ee t1s FOLLOIIING AMCB ~ EIE P4E'OR'RD EvgeT THREE MONT116,
DETAIL J/C2,4 ~ ' = DETAIL N/G2,3 1x4 KEY ~ , , . EL. 91msD ASPHALT t ~ECr BTOR~IIWTgt coLLECtION 81'0T6M cPIFINCa etRUC1tIREb, 6ulALEb) RfVI~IOM
~ • WATERSTOP FoR PROPER OFERATIOK REhIOVE TRA61i, emr'eNTe ~ oeBTRUGTION6 FROM SURFACE bTbTe~ ITOP
RIPRAP PAD , 1, MBPECT RN'RM ENERGY DI881FATOR6 FOR ER0810N AND UNDERCUTiIYs,
Ifs YR STORM EL. 911b9 EL. 9160 - - - - - - - - - • IR OyERFLgW EL. 9100 ~ " REPAIR A6 IEri1NiED. ?~C, PLAN -
IO YR STORM EL. 91614 lWE ~ 0 0 ~ Yr 8 OrC, 3 I 8TD.1-0 RIP RAP 3, REPAIR ERODED AREAS AND REbEED BARE bPOTb THROIXa110UT, TO REDUCE
EL.91DZ6 ~ • 2 YR STORM EL. 91565 ~ ~ 10-kr T1p CONT, MOIIMIAL POOL1 s ~D CONT, CURB 1 GUTTER 1~n bEDMENT Gi6iRATION, SLOPE PROP. 4. y~,gNp OUTLET DEVICEb AND CHANNEL DOLLN6fl1EAIM a DAM, REPAIR
Y ~ 9 1 OItl~ACt 1910261 11FTG, tAeTG, GRADE u~anTt1G oR DAl'IAGE ro CHANNEL LINING. Z aa>J
HK~H MARSH EL 918.1 , ~ SEE PL SEE PLAN - 6. GHECIC DOYN6TIiEAM DAM FACE FOR EVIDENCE OF bEEPAGE OR OVERTOI°PING, ~ M g 0
909.16 , LOW MARSH ~ - , ~ ' - • • ~ . i G THE FOLLOYRIG TA8K8 bHALL EIE PERF01ol'ED EVERT bIX MONTH6, ~
908.16 ~ a _ _ L N6F'ECT NTERIOR OF OUTLET bTIBJCTURE. REMOVE ACCUMULATED bEDR~ENTB
a ~ , ~ • _ ~ ~ f~l RIPRAP PAD . • ° h / oR oeeTRUCtaNe, W
Z / Z. C1EC1C WETLAND DEPTH AT VARIOUb LOCATION6, REMOVE ACCIMUL.ATED SEDIMENTS
• MY, M 91026 EL. 9100 . ' ~ ~ / f D~TH 18 LEbb THAN 3/4 bFEWFED, ANCHOR SYNTHETIC Z
CLEAR TREEb AND bAPLA1G8 FROM DA~1 EPID,MIC'IENT, ~ FILTER FADRIC INTO y W
FOREBAY MICRO ~ . P001 16, ~ 6 -0' I D" 5 -0 THE EARTH D. ao1eRAL O
RIP RAP = L MOW ILOFEb Y TO A " T SECTION REGULARI. MWdT r1 MAXp" ~JM GRAbe HEIGHT of 6 . ~ NO ES
9060 I' UNDE PERIMETER 9060 II'-0" SFELF AT FOREBAY CLAS8 A RIP-RAP TO BE USED 3. MONITOR POND DRALLDpW TI'E. IF DRAWDOUN EXCEEDO TADUL,d,TED TPE, 0 I!("IOVE oebtRllcTld~ FROM RIdER ORIFICE. W
MIS I.,~• CONC. WE I R Z QUANTITY OF RIP-RAP REQUIRED FOR W 4. 1~FEGT B'~NCY SPILLWAT. REPAIR ERODED AREAS AND REMOVE OBbTRUCTIONB, O
DETAIL K/G2.4 ONE GUTTER WLL BE 1Z S.Y. N
WETLAND /SEDIMENT BASIN A No BcaLE 6. FROVDE PUMP TO DRAIN POND FOR MANTENANCE Ab REQIIRED, CURB OPENING
DETAIL M/C2.4 EROSION CONTROL DEVICE
SEDIMENt BASIN CALCULATIONS N~ ecAU~
IN DRAMAGE DISTURBED SED. STORAC# BED. STORAGE SEDIMENT TOE MAX, SED. DESIGN DEWATER WEIR ~ TB'1PORARY SEDIMENT BASIN 'A' SHALL BE COMPLETELY CLEAJJED OF SEDAhENT DETAIL P/c2.4 ENGINEER'S C TIFI ATI ER C ON OF POND AND DAM SAFETY
No, AREA AREA REQUIRED PROVIDED DEPTH DIMEN61Ad DEPTH OUTLET FLOW lQ1J TIME LENGTH ,qNp l~GR4DED TO FUNCTION AS EXTEI~ED DETENTION WETLAND AF1ER ALL PERMANENT NO SCALE ,~~~~NUiii~~ea I ~N CARP ai~~ , L. Alan 11th, P8. artily q+ae ~ ~eaxwweK pond and dae ~ on e1r~ plan ueulia
14 AC, 2 CF 18914 GF 6' WA 6' !y ORIFICE 09,4 CFS 1-4 DAYS 8' EROSION ARE ESTABLISEED A8 MpICATED ON FINAL 81TEUlORIC A 19,11 AC, 0 5,200 PACKAGE DRAWNGS. NOTE - A COPT Q TEE APPROVAL FROM THE •TATE ON ~i of eFit NoNh Grolry Stag Dam belay LaW of 1961 lAe Aewd~d Through 1996)
AM I ITT • E S S/ and ui. RuIM end laexxr a prweet~d x, tYr Noah arolMa AcMnatreeiw Cody Tier BA, Dete 9-11-04 THE 8N°ETY OF TiE D W LL BE FRONDED 110 THE C • F 0 • of GREENI00110 PRIOR TO IS6LL4NCE Q ANY CERTIFICATE ~ ;'~,0 y'; ~ abd+ipe~?1K -Dee aey, Ewn w w uw Wharr tw dam el+ow+ on ehN plan a d~eermxwd
u Teti n~ln ~ A I r•i II Atl/'fAl4 aF erara~r. _ _ bu w. eue. to b..Y.~. ~?en n,¦ a.e..~~..y~~..~.... ~ ..,j,..~~i~n.a Drawn Bu FINELINE Ced
WG i Lrw~w Vl"ILVM{.P'11 wIw t Z deaign aigRom oertdfy that"pond and clan are dN to be sare and adequate for
ON SITE OFF SITE 15809 prouaan of public health, W64 where, and cimmtream property. I understand that this Ovick Bg A. NIII WEIR P 0 ~ OWWWation as the cl" gn wigsier shall not reUew the "w or opruor of d» pond and dam
DRAINAGE BUILT-UPON BUILT-UPON SUFZFACE AREA SURFACE AREA =1 TEMP, W,Q FOREBAY MARSH M MARSH MICRO POOL WA2. W.G. RELEASE TIKE OF AREA DRAINAGE AREA DRAINAGE AREA "CA REOIJIRED PROVIDED STORKS FROV. STORAGE PROVIDED SUWACE AREA l8%1 0' - 9 (35%) 9 - I6 (35%) SURFACE (8%) OUTLET TIME CONCENTRATION I-10 0-10 7 Q-10 I IfdO Q 00 LENGTH 4,
M Mom the legal duties, obligation, and liabllltwo ar such ship or opratlon Job No. 04.030 1Nt• t! 0 d R 963 CM 800 M/NR 3103 t:F$ and Seal or NC awne
23,11 AC. MM AC, 0,41 AC. 413% 13041 SF 23 90 OF 41AWW CF 105,103 CF 3,500 OF $)50 SF DJ40 OF 31500 OF 304 AW DAYS 10 MK 58 INAA 963 CM ~/1 CAN. 1• eigirtw IIIIIIIIIIN 14ohesiolial Engineer ~
PIPE SHALL BE 14 GAGE HELICAL AI AMUM OR ECWIVALENT ti ^A~ i 2 2005
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P NE~ILLE GOAD ~ NO SCALE I ~ i
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H R ACID S SCHEDU - E SR f 913 e,0~ LEG ND ARC. I ,.C ~ u RE
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Acorus calalnus Water acorus dlvlslons 40 , ~ ' 5'~p 'SSa °~~'"Ato fANN9 A L A N N I N G ~IOJ~ ipNTWA M'Atlp!
Iris ensata Ja anese water Iris dlvlslons 40 a P +100A l01 OdYA110t1 +(tAQO~ ~
Rushes " ~ w JUnCUS spp~ 4 ots 40 103 E ^11'03" I N T E R I O R D E S I G N E 181.40' aA"p ~n '
r' , .Lobelia cardinalis Cardinal flower 5 aeuw fiPM DRAM MANH91t ICI .
I 1 al 1 , , ~ ~~o.A'z 4807-C Koper 8ou!evar~ , I ~ ~rMr~ --a~-- Gr~ensbaro, NC 27407 ,
' Eupatorlur7 purpureur~ Joe-pye weed 1 al 15 , ~ ~ eAirtarr4A"KM1C ~ ! n 1 Te e,~ha~,e 336 ,2.8 ~w~2
' ' , --sr 'Fax 336-2" 8_g{1" C
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Plant re ulr r'~ent-- 1/4316 sf, - ~ , ~ ' ' 30. e Plants r vld d 3 S e 6 Po 1 ~ ~ ~~9~0 , r -r.- i ALLAH' HILL, P,E, -o-- ~~R -a--- ~ ooaorooao
--t--- asvmmu.aa+oun •-.~t--. ~ pgp0 nib ~i
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A S H U HR IO CE E L K Q cr ~ ^AOO? IMNT iXtlI0A9pt YAIH ~ ~ c ~Y 1 ~ ap ~ ~
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~ uonrwAt +a ~ ~ q , o a 15809 G
17 Lernna s ~ Duckweed plants 0 PP ; ' , ^v RLaldit oA u9M1M pd.C K4 o o v ~ o c e~~ (~o ~
Rndro ogon vir Inlcus Broor~sedge 4' pot 65 • • • ' ' ~ , s P 9 ~ ( Wlplpf LPR j o 40o i 0
Nu hur luteur~ Spatterdock 4" of 65 ~ ~1' ~ ~ ' P ~ ~ , Opp' 1~.1~4~~4 li ~ ® ARl NN OA wit Cd01g1 A
`eti - 11q~t "MRErt IT ~!IOptA9Y WKnq ~~~0 ^O~~p~ ~ 00~ ~ ~ aAtaro anaaK wrt V
S artina Cord rays 4' of 65 ~ '~a"HOPE A 9 ~ I ~r ~ J C~ Dona ~awA~x &t I S ~ ~ ~ ~ G j ~ v ~ na+ut ~
, >~{;r, 0~ , 9e~ °par 1 s
P~ylt tour! oppradlate CaMrecta nwparMl for . J N,~, wrNyap aU , y JN ~ eooc a°cx o+w ,y mgroeMrorv¢mwo"oMt )}>jy}~JjU11
~ work io fhne4ao Cale I ~ , ~0 aroa+ ca~+"a "Ar ~
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Ruantity Syr~bol Description Slze ~ I , 4 ~ ( ~ r~ ~ ~
' co ~ '1 i \ I
40 ane a irl h Jap s s Eac , PROPOS D • E I r . , ~ i.. 'av
I "•i' BUILDING •
17o Duckweed each
~'.r 2 STORIES ~ H ~ DAE / , . ~ , ' , , , I i
46 888 S F / ~ ~ ~ ~ !i ~ f
65 Spatterdock Each FIRST FLOOR FOREBAY
~ FE 927.0 o ~ ~ EL. 906.Ooaaxn ' 4er N'k-~0 ' ' ' '1750 ~ a ~
65 HrooMSedge Each
~
r~; ~ r„-. ' a o o~ , , ~N~ ~ ~ 205 ~ ~ a,
X40 Water acorus Each i ~ ~ ,
~ ~ TER QUALITY ~ DENR - WA MWATER BRANCH ~ G ~
15 Joe a weed Each PY ' / p iNETLANDS AND STOR i ~ , i ° • a ' ~ ~ NO D.M,U,E. OVER AN h`~-- Vat~r =~0' ~ • PO ~
~ ,r ' ~X~ D±r4 15' AROUND WET ~
I POND , ~ ~ ~ NTION °~WM EL. 909,75 ~ ' , , DETE i ~ r'~
65 Cord rass Each '~i: 8 1' I .f;. ''r.' ~Ir,~ ~ti'~ ~ ~ ' i ~ Cy.,)
;I~ti,'' '~''';r'~°' 6~~:'r~'~ t ',~•1.~,,,, ~„l ~~I,,'', a,,,;'•' ,;t~'' 36 ~
40 ~ Rushes Each •'r' ~,;1~;,,ti, r N ~ . ~ ,
~,'n{~ ; y, C 6 E 8!7 ~ , ~ti2~" ~ 81 0~)° ~a
'I•'i 5,•• ~I ~I ~ _ ' \ ~ N ~1e1~ ~ ~ '
15 Cardinal flower Each ' ~ ~
~ ' REV , ~ , , ~ -40 ° r
~`gti i i Y ~ MIER POOLo ' • ° ° ~Pthn-6y ~ ~ ~ i
J ' • , y~, Oti rn r ° + ~ I I °j ' ~ 'Y , F (350 SF) ~ ~ , i . . •
, ~ ~ '~1 aP , • ~1~~. •rV1 .G ° •1 i , M ° I ~ alNa quo ~ / F d~
L ~ti ~ U ~
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l~~` • (924) ~ ~ ~ ' MAINTENANCE SCHEDULE FaR BIORETENTION AREAS ~ ~ 1' 1 t 1. Op. 1 e ° n~ l ~ , i / W[MND AAU +~0 ° • ° • ~ ~ 4
tial' ?5 , DESCRIPTION METHOD FREQUENCY TD~E ~ THE YEAR .~9 6 e M40E0 6Y FC! LSD NF ° • ° ° ° N ' ~ ~ I t~ Hp! ON ~.m ~ ° • ~ ANO ~ I FOR GONS,RvC~,v~
•i SCIL ~ ' •
. ~ ~ 11 • (922)" INSPECT AND REPAIR VISUAL HONTHLY MQNTNLY ~ ~ J F~,~ ° un,
EROSION ~ ' ' ~ „ev~'s~o~ s ~ 1 ~ ~'0 ' ' ~ > ~ ~
I 1 ORGANIC LAYER ~ ~ r a~wut ~ ~ f
~ 9PAIg0 XFAD REMULCH ANY VpID AREAS BY HAND WHENEVER NEEDED WHENEVER NEEDED ` • I I , i~AlAO Nuo ~ ~ Ca~hpt ¢!a ' i ~ (90g , ~ a ) ~ ~ ~ ~P 'PY~ wep'16 ~+i
o ~ HDP REM04E PREVI US M H Y H Y 9 ~ O ULC B AND ONCE EVER TWO TO SPRING • "HDP ~ ~9p's~• ' ' ~ • ~ , V ~ ~°n ~C'~----~.,,,~, ~ ' • . I ~ ~ ~ . , , , r/
LAYER BEFORE APPLYING THREE YEARS ~ 18'HDPE ~ ; NEW LAYER (DPTIONAL) ~ ~ " ~ ~ , ~ V I
REMOVE DEBRIS AND A L BY HAND WHENEVER NEEDED, VI#VER NEEDED. V • ' ~'g0~1 r~OREBAY ~ ~ i C~ ' 2 ~ w f I
FLOATABLE MATERIAL~~ ~ ' • ~ ,
• ~ ~tiol ~9i CHECK FILTRATION RATEI VISUALLY EVERY SIX MONTHS SPRDrG/FALL A ~ 9~iQ ' , A~~P~ ~ ~ ~ • e ~ , , 1 ~ , ' 9 ~ i
• • TR/,q . J ~(9 ~ ~ , ,
C INSPECT PAVEMENT/GRASS INTERFAC VISUALLY MONTHLY, Mp~ITHLY ~ s~ ` , , ~
FOR CRACKING-BREAKAGE, PLANTS ~ , , /
~ • I
REMOVAL AND REPLACEMENT SEE PLANTING TWICE A YEAR 3-15 Tp 4-30 AND ~ • ' OF LL DEAD AND DISEASED SPECIFICATIONS 10-1 Tq 11-30 ~s ' ' ' ' ' ~ PONO g ( A
VEGETATION CONSIDERED ~ • BEYOND TREATMENT ~~N X30' TF
gyp( R/Iy sip : • c~ ' • • • • TREAT ALL DISEASED MECHANICAL OR N/A VARIES DEPENDS ON INSECT ~0 ' '
TREE'S AND SHRUBS BY HAND CR DISk~ASE INFESTATION ~CCF ~ ~ ~ ' ; ss~ ' (soot _ ' 900 ' ' . ' 1 ~ 9 F1,( , { ~
WATERING OF PLANT MATERIAL BY HAND IMMEDIATELY AFTER NlA ~ ~ ~ I S ALL TAKE PLACE A7 THE
END AF EACH DAY FOR 14 CONSECUTIVE DAYS AFTER
PLANTING HAS BEEN COMPLETED, ' ' { ' 92.
REPLACE STAKES AFTER ONE BY HAND ONCE A YEAR ONLY REMOVE STAKES ' ' .
YEAR IN THE SPRING ~ ~ ~ ' 8'r~lrf ~ .
WATERING OF PLANT MATERIAL BY HAND N1A VHENEVER NEEDED ~ ~ ~ ~ •
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Job N' o. 0d-03C i
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G DATA FROM OURVI:Y aY RGGIONAL LAND 86MQV>EYOF6, Oi47 w
L U~ -All thoN wM Itt~al x+ tht LI sa+lr~ datr~t au no niw bllibard• will k~r prrautt~d, datr~ot L TOpOGRA,PHIC AND GEONETRI , CIDER RD. ~ ~t STREET, SUITE 100, GREEN6aOR0 NC ?1406, DATED JANUARY 13, 700.. _ • WES1 MARKET IC SURVEY DATED APR1L K,, ?003. E
REVISED APRIL 3, 7003, AND ADDITIONAL TOPOGRAPH
No •ua• will bw prov~d~d to Nrvill~ Rad, ~xapt ra ~ for ADDITIONAL GEOMETRIC DATA FROM SURVEY dY GIZM6KI SURVEYMG CO.171 GAL~:B AYE. NEVILLE RD. ,q~p,~,T ~t 1 3 DATED AUGUST ?00?, titr N•t and iuNt R~ WINBTON•SALEM, NG 710 , RD.
p•rkw+g, until wch tangy ~u tlw propwrtla to tYtr N•t •nd Wt •No son~d to •n Ll or 31n11•r somne dliuiat, I' TWEEN 1HE 100 YEAR ACID 600 YEAR SITE ~
?.1HI8 811E IS LOCATED 1000 FEET FROM ZONE a IAREAb aE !~t A DRIVE ins ~ocw~ FLOODI PER Fd1tM, GOf1'W1TY PANEL 3101110006 G, EFFECTIVE DATE NOVB'bER ~ . I°JM
E, Trued Draw w01 b~ ~x~ndrd to the proprty tFr prln•ry la ter Fxop~rty, ?y tFr pr ry
3. THE PROI'ERTI• b LOCATED M tHE tJrl'ER RANDLCMAN LAKE WATER6HED lEA6T INrD 1UESt ~,4
DEIP RIY=R1fW8 N) 0 FORK
SITE DATA ~ LpGATION MAP
I. PROPERTY bIwER/DEVELOI'ER ra
aL,AND ENTERPRI8E8, LLC A R C H I T E C T U R E
i306 SOUTH PAI1K DRIVE KERNER61/~:.LE, NORTH CAROLINA 71704 E N G I N E E R I N G
CONTACT' -DAVID SPANGLER f 33i) ~i-i06' J
D N LE EXISTING NEW P L A N N I N G I~RERENGES
p8, 4991P~690 INTERIOR DESK, N
D,a. 6093 P, ?09i U DUILDMG u u
D. 6.6b0~ P.119 Pb b0 PG. 41 DIT9r1MOU8 PAVNG 4807-C Koger Boulevard
p~, pr,, 96 Greensboro, NC 274D7
~ CONG, GLAD OR PAVING , ' ,p, ~ pr,, ~ Telbµ~hone 336-218-8282 _ ~ t- Fax [phone]'0
3 ---100-- CONTOUR ELEVATION www,tnad-desi n roup.cc~m 99
8100 TRIAD pRIYE ~ 1000 SPOT ELEVATION ¦ f 100x01
M001'ZEEEAD TOU1~lSI•lIP, GUILFORD COUNTY GREENS601i0, NO'Ft1~~d GAROLNA =a¦:SD= erolaM DRAM LME -r>~ - PROFESSIONAL OF RECORD;
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4. TAX MAP DATA ~ eroRM DRAM MLET L. ALLAN HILL, P.E.
96-101x-IIiO-i, 0 STOR'1 DRAM (MANHOLE ,,~~~~N~q~~~b~
a ~N CARp b. ZONMG DISTRICT t~l~~,.....~~ ~i,
GP-LI -CONDITIONAL US6 «K~HT ND1bTRIAL HEADWALL OR ENDW4I.L E g g ~ f ~ ,
- -SS- - SANITARY 6EI1ER LME i. EX18TMG USE • UNDEVELOPED t
- ^~/~am r 0 - S - SiWITARY MANFIOLB ~ ~ ~ 9 t
1, PI9oPOSED ueE - TRUUC 6ALE8 AND SERVICE: ~ - - - ~ CLEAN ouT ~ N ~
OT SIZE ¦ 19,G7 AGREE ~i ~ ~'~.,0 I N , ~ 0 L f0'""%&"~) -a-- WOOD FENCE y~.
I 1 f ~ EXbTMG dJILT UPON AREA 01D0 ACRES 1~ Y ¦ ?~:m ACRES lAM ,o•
ww 1 AREA M NEWLY D~IGATED RJGEIT Of WA GRAM LMK fENCB -X- rrrrrr~r~' ' NEW LOT I • 11~? ACRES
~ TREE pRpTECTION ,wu.+~wa ( ~w PROPO6ED aulLr uPON AREA ¦ a,9i acREe , +Iti1a~) TREE LINE JUNE i8, 2004
n FENCE, TYP, ~r°~w•r ~ ( / ..p .y I ~ I1 ACREAGE M PtIDLIC DRAM,AGE WAYS AND a ~ ~ I I SPACE ¦ OA AC TOTAL NUMBER OF PROPOSED LOTS ¦ I 61LT RNGE
DET, L~,I ~v ~ ~ ATION AREA ~ I • TREE I , I I I I I~ LMEAR FEET M 81REETS ¦
11,6i0p l If I w ~ i ` DI$TiAIaED AREA ¦ AGREE 11t3iX) GONG, C13lD 1 GUTTER
W,LY G IrMal UNDIBTURDED AREA ¦ D,i? ACREO f78i41i1 ----W---- WATER MAM --W~-
a , ----T---- TEI.EPFIONECAEaUIT --T--
• d,
~ ~ - • ~ . ---•G---- GAOLME d
TREE CONSERVATION AREA ~ ~»ro~ a ~w ro iw ~ • • •wm a•nma. , ----E---- ELECTRICAL CONDUIT ---L sou. ,
15~ ~ ~ ti ~ , ~ u 6 ~ ~ is r~ir ?rN tt » b ~ . • ~sowo s Ir~..tt '1d' FIRE HYDRANT Y ~ ~ro~ ~
~ i10~ w'"M~ D4 GATE VALVE N O
~ C~ ~0
' r,.' ~ ~ , f' w,.,, POST MDICATOR VALVE 8 I~~ar
~ n ' ~ 1 r ,.lti; r 1 ~ TFIIWST DLOCK G ~
r ~ f;,. ~ ~ . 'i •F.,. PROI~Ep . . ~ l o PIPE DOLLARD ° O
fT0 ~ \ TREE CONSERVATION AREA ~ 3Fr , ¦0 ~
701400 ~ ~ LKrHT POLE '"<I ~.e
~ f~fTll011•' '•~.1.. -.rte ;A ~ ~ ~ •r ~ . s'" ~ ~ TELEPHONE OR UTILITY POLE rQ1 ti°" I I ~ ~
~ 1 ~;r,, ti.. I 1 .1• I I TREE PROTECTION _ _ ~ e PROP°.RT1' ROW LME a-, .I f,
1 I FENCE, TYP. ~ " w,, , I ''s'~
~ ~ , i _ SEE DET, LK.?.I _ . - - EAeEMBat LINE ~ •,r., ~ ~ ~I ~ u
4 ~ / ` ~ k~C~• ' ,f~•~~w ( ~ wOIL CLAb,~IGe ,M I d'~ I , ~ , , tir ~ i9 ~ . ~ t~ x~
, ~ ` , ~ ' ' ~ IRS *~P1 OR P~'.. P? . u e .
,`t •,r~ ¦ OTC1E MAIECER OR PRO!"1:RTY CORNEIR "
~ ' ~ ~ ~
; , ~ ewLDIN~ eETaaac LME ~ ~ \ ' I 1~ ~ . ~ ~w 1, 1 ~
_ •i. 'i • uw~w~uir ® CONGOID~4LK .,..r. w~uror
v ~ • \ nazi w ~r...~ ~ _ eluaLE ~
~ .'f I ~ . ,I I ~ fWOY ww`` . I RM'RAP
,.y. . ;I "C ~
~T~CTION ROCK CHECK DAM f ' _ _ L
I ~ , ~ , r ~ ~ ~ ,,~r SEE , L/!C1,1 ~ ,I olvpiOlON Dpc~ C L/!G7 O
• ,.1; ~ ~ ~ 1 ~ ( MAT o . eROebN CONTROL
~ r .r. • u WE1'IANOS 1 ~ ti ~ ~ ~ y ~ a~~,l;i ~ 1 ~
~ I , caroPY tREE ~ ~
Z ..-1 f R 1• ~.~dt~.t ~ y:_~ ~ 90 8T1iEAM DUFFE T 1
2004 ~ • . ' ? , 60' STREAM OUTER
WA r1 l r 'I'1., - tER ~t~~A~i 4~ ~ ~ ~ ~l f f I a I _ ~ ~
i ~ TAO' OTREAM OUfFER ~
f , ~

a~roM ~ TI A EAS
j , e , ~wvi~r~i•r T PRESERVA ON R _ REQUIRED REE A ~-18-04 GEN. iaEti°.
I n~aakw NOTES AT RSNED UJ E ~s ro`~" I. 60' TYPE 'A' PLANING YARDS 11,660 SF
cor~LETED TREE coNaERVATION AREA YATION AREA " 7. 8' STREET YARD 0 ~ Mlt I~dttt DOlCripti4~l
L THE NRO!'ERTY OIINER IS RESPONSIBLE FOR MAMTAINMG THE nA~ ~ WET DETENTION POND AS DIRECTED BY TFE fAYE1ihMENTAL OFFICE HAYING JURISDICTION Ravlslalsr - TOTAL i~600 ~
, GIA R6EED PROTECTION AND ACCORDMG TO THE APPROVED MAMTENANCE PLAN ¢OR TE
,THE PER'1MENT WET DETENTION POND SHALL HAVE FULL DESIGN VOLUME AVAILABLE ~ IFICA 8 OF OCCUPANCY FOR THE SITE AND/OR PRIOR TO PRIOR t0 ANY t86UANGE OP CERT TE ISP06~11L ATI AREAS T E PRESERV ON ROPOSE D RE P
ANY P1.~4T RECORDATION FOR THE SITE. THIS MAY REQUIRE THE CI.EANOUT AND D
OP SEDn"IENT FROM THE POND, I. WEST AREA 16,D00 SF 7. NORTH AREA ?01x00 St
. THE P,ONTRAGTOR SHALL SCHEDULE A PRECONSTRJCTION MEETgrG UNTH THE CITY OF 3 R WHEN THE PERMA?~T WET DETENTION POND F64O 3. STREAM a1M1'ER nA00 C
GdiEENdBORO WATEISd~D ENG1rEE 4. No1tTwIEST AREA II,600 SF ~0
BEEN CLEARED AND THE POND HAS OEEN FIELO OtAKED. TOTAL i4A00 SF
ODICTION FOR tu4TER61#D PROTECTION AND ?HEIR A THE GOVERNMENT OFFICE W4VII~l'~ JURI I ~
A86K~ HAVE THE RIGHT OF ACCESS TO THE PER'1ANENT WET DETENT ON POND
MSPECTIgrS AND MAMTENANCE EI~FORGEI'ENT, (BLANKET EASEMENT)
.FINAL APPROVAL OF INSTALLED R,IrOFF CONTROL OTRUCTUREb WILL DE REQUIRED AT e y
FMALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE FMAI. pUILDING CERTIFICATE OF COMPLIANCE, WHICHEVER COMES LATER P NEITHER A BUILDMG PERMIT VATION NOTES T E PRESER RE
NOR A GRADMG PERMIT 18 REQUIRED FORA 81TE, THEN ANY REQUIRED RUNOFF L ALL TREE PROTECTION DEVICES MUST DE METALLED PRIOR TO LAND D18TUIea,ANC.E, ..I
1UIlE SHALL, DE SUB6IANTIALLY COMPLETED PRIOR TO MSTALLATION OF ANY BWLT• STRJC ate TIFICATION OF COMIPLETION SHALL DE MG OF ANY 1REES. A PENALTY OF 1600 PER DAY FOR FAILURE OC MCLUDMG THE CUTT
UPON AREA OPI THE SITE. ENCrINEERA+IG I RAND PRIOR TO THE REfAJIRED PRIOR TO FINAL. APPROVAL BY THE Q~lORCEMENT OFF CE TO MOTALL APPROVED TREE PROTECTION MEASURES MAY APPLY, W
ISSUArrGE of ANY CERTIFICATE a OCCUPANCY. CONTACT THE URaAN FORESTER AT 313.7160 TO SET UP A PRECONBTRUCTION W
`,tu4TCRbHED pATA ~ N ~ MEETNG PRIOR t0 LAND DI81UIQ6ANCE. TREE PROTEC110N FENGMG SHALL DE
WATERSHED • UPPER RANDLEMAN LAKE WATEIlBNED, , METALLED PRIOR TO THE pREGOrbllitJCTION MEETMG~ 0
RI1fER EtiASM -WEST FORK DEEP RIVER 3, NO GRADMG IS TO OCCUR M THE TREE CONSERVATION AREAS OR TREE CRITICAL
SIZE AREA • i,+6~ ACRES AREA M NEWLY DEDICATED RIGHT-OF•WAY • ?+i0 ACRES ROOT ZONES.
NEW LOt I • 113 ACRES
M~`.'CII"LM dJA PER POND DESKiN ~ 11.Im ACRE81b6~3X)
F'I~OF'~"'gED BUILT-UPON AREA • bbra ACRES f 98496) DISTURBED AREA ~ ACRES (
U!SOISTURDED AREA ~ ACRES l Dble 4-?9.04
1, SOIL TYPES SLOPES CxRAPHIC 5CAl.E 'af~Wn By FINELINE Cad
CcB -CECIL BANDY LOAM, ~ TO i PERCENT
_ ~e~u sdunv I ndMl b TO b PERCENT SL01°ES w P w w ~ aNV GtwCk ~ A. Hill
{IGH VFV-F W-- - r- v vaB - VANCE BANDY LOAM, T TO 6 PERCENT 6LOPE6 Job No. 04.030
Era - ENON FINE BANDY LOAM, 2 TO 6 PERCENT SLOPES
M052 - MADISON CLAY LOAM, Z TO 6 PERCENT SLOPES, ERODED bhodt f IN FEET )
MCC9 - MADISON CLAY LOAM, 6 TO 10 PERCENT SLOPES, ERODED MC02 - MADISON CLAY LOAM, 0 TO 16 PERCENT SLOPES, ERODED I inch - 1fDm Pt,
Ch - CNEWACLA BANDY LOAM ¦
8, UTILITIES - PUBLIC WATER AND SEVER (CITY OF COMENSDORO)

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US 411
• C TS ~
usEs ITION~,L GOND NO E Y IONAI. LAND gURVEYORB, 8641 w
CONTROL In tYls LI zon dlsrlct sxcs~ I ANp GE01'IETRIC DAtA PROM SURVEY D REG 3 ' srlct 1, tOPOGRAI°H C NC 11409, DATED JANUARY 13,100 , I dl• CIDER RD. 9 WEST MARKET STREET, SUITE GREENSDORO 1003. -
IFICATION OF STOR"NIIATER QUALIn 1, U.a -All tho.s wu ~:nrmlttsd In9 prGWEER'S GERT rsalorlal aplnlon that n+llorr ppAMNa'll It a pro n0 nsw btllboard. wdI !as psrmlttsd, TppOGRAPNIC SURVEY DATED APRIL 16, APRIL 9,1003, AND ADDITIONAL 111 CALEB AVEy ~ I REVISED ATA FROM SURVEY DY GIZINBKI SURVEI'MG I
a tsd Irlssrl atandarcN In stir , .Lq or the Grssl++ba'o Dewlq~~t I QM'tl tNt, purwant t0 gs'~al~j use ~ t0 bs col+trol{sd pa+' SsGtlon 30 tMl~ ~ Nsvdls Rood, sXespt ror smp ADDITIONAL. GEOMETRIC D NEYILLE RD. ARRMGT } • ,xe•pe ror •mpla,~s -6ALE~'I, NC 11109, DATED AUGU811001,
~ r ralnrell from arsa. that ati rsqu N bs5n da>t tp IINSt or s~xassd tent eld~ o IMM 1, No accsa well bs pr~^rti Idsd to sa.t and ~ hom thn Irlssl'sd atormulatN' gWllty oon~p II wcJ, tm>cl a. the propsrels. to the hs Wt and u19•t ~r~ UNNSTON AR RD. }
Ordx+ana w pontrollsd by a psrmansnt arg MInWI ~ ~ ~4 perluny, unt 0 Storawl+tsl' Mane dl.trlct, ~ ~ Grssmbor . , elao talsd to en ll e~' .nnllar zoning D (AREAS pETUJEEN THE I~ YEAR AND 800 YE SITE d~ I 1. THIS SITE IS LOCATED t800 FEET FROM ZONE TIVE DATE NpVEMDER 19,1988' IA DRIVE '
ra>c~YlraaNnt E 8 8 / ~i R FIRM. COMI"1611dITY PANEL 31®111 DOBD C, EFFEC p U'r prlnary ~GGN• FL000) PE t d ( T A'~'i WE8
~•p~ 0 III bs a~tsndsd to tYls property p the primary ~ % 9. Tread Drlvs w M THE UPPER RANDLEMAN LAKE 11,WTERbNED ~ 3. THE PROPERTY I6 LOCATED 1.
;a SEAL ror the prop.rty, FORK DEEr RIVERxWe 1v) ~
P~ SKaNATURE % S ~ 6"x8" TAPPMG P.& SEAL Q•,' : NEW ID" DRIVEWAY SLEEVE AND I aTa s~TE ~ s____ I
~ 'aN PIPE s 1~% SLOPE VALVE DATE • ~ 0 I N9. ~ ~ ~i~~ •a.. r X I6" 8" DdL CHECK R/DEVELOPER Lt~GATION
~+'9( ~1 I~I"IOVE E f,~~ IPE BACKFLOW PREVENTOR t PROPERTY DUNE RPRISEB, LLC N0 ~6 DLAND ELATE i
ION NOTE OF STOIE'MWITER pJ,WTITY CONTROL h+.o+t'H~ DRIVEWAY P GROUND p+l(iprEER'b CERTIfICAT ~ r 94 hoes' atone event IN ABOVE 1386 SOUTH PARK DRIVE ~ ~~ERSyI~, NORTH C,4ROLINA 111 I T E C T U R E
a deal to rsdl+ot' stir pat-duwlop~'~? ys+ "HOT Box" I .tructlln(.).M+a++l a+ Ian 8"~ N~E'Y/LL,~ ~ (33W 99b-b0(sb' ~ ARC H coNtACT • DAVID 6PANGLER, NEW
Iwt.r oolnro ~ ~ ?0,40 L Th..torm -daw rates, - 0 ~ to year 24 hour storm w pre N CgRp fI EXISTING ENGINEERING
pp . . .'p~ 0'.• . - - re 3 fcr~9' PUBLIC ~ Z, R~RENCES D8.4991 P. 890 LJ DUILDMrs u s
' u G Da. 5093 r.1m9b P l A N N I N
~IdNA11~ =4 SEAL r'; % ~ . ...:3w ~ Pj P~, SEAI. ~ DIP WATER • D. D. 5609 P, 119 aITUMMOUb PAVMt~ pg, 60 PG, 4l I N T t R I 0 R DESIGN
INV: • ~ ~a ~ % 93535 ~ ~ N . 98 CONC. SLAD OR PAVMG i'r,;'~,~.• P8, 96 PG
DATE S ~ ~ r' ~ I Y • • In ~ "''~ZC . ~ ,~•p I NF;.•• v~~ ' 81 3.19 Pa' ~ ~ ~ _ _ I - Ko er Boulevard ! ----I00-- CONTOUR ELEVAION 4807 C g
~ ~ 1 5' ' I , r NC 27407 Greensbo o, 3 3, ADDRESS • SppT ELEVATION ~ t1ooO~ ne 336-218-8282
tiigl N FIRE DEPT, ' 1 LAN ~ 1 +++uuu~~~ ~ CONJECTION 1 ~ 9 - ~ I ; 8100 •~Ap p~Vg Telep o
pIOpREHEAD TgI1dSI~IP, GUILFORD COWTY - , = DRAM LME -0' 6D- Fax [phone] i ~ x,940 ~ -8 80 STORM -
I ~ 1 II 1 v 11 s I 1 I ~ ~ GREEN6BOR0, NORTH CAROL. 0 www,triod designgroup,com ~ STORM DRAM MEET
. 1 1 J.. 1 ` ~ I ~ , r • TAX MAP DATA O g41 4, = STORM DRAM MANHOLE ,
1b BLDG.BETO,AGC \ ~ I I m'7 ~ I pLEZ AVERY TRANSOU I 1 ~ I , . I ~-~'I~'®'1' ~ PROFESSIONAL OF RECORD:
DB 1043 PG 92 1 D~' HEAD6W-L OR ENDIW~LI N F11LL, P.E. b. ZONMG DISTRICT L. ALLA
ACL 95-~0~8-Ilbra-I~ 1 I I _ I WATER WELLS , ZONED AG EXISTMG ~ . I - I - t;,QdDITIONAL USE LIGHT INDUSTRIAL -68-- Ilnl? I I GP L . -gg- - SANITARY SEWER LME I/IN +yl~
I) TO DE ,gpANDONED PER i F ~ ..j.'I 1 (LUC ~ 1 f GUILFORD COUNIY 1 p I ~ 1 ......944 N C~Q '~i ~J . 1 18TING USE -UNDEVELOPED _ bIWITARY MANHOLE • 4 1 b. EX 5~-- • I, g S .
, ` r~IRErENTB ~ 1 -FIRE . RE _ I I HYaR~NT , 1 • ~ F ~
. ~ ~ Q AND VALVE 1 N I ~ - TRUCK SALES AND SERVIGn - - CLE,+W OUT CO II 1. PROPOSED CO • 1 ' 1 .
~ I 1 - ~ ~--52'00" X40. ' ~ 1 1 - - ~ ~ 1 _ ~ 1' ~ (n IZE WOOD FENCE ~ ?ACRES ~ a 8. LOT 8 A . 0~ ACIQES l ~1D0%) .
1 I TMG DUILT UPON ARE ~ ~ ~ I n EX S rENGE -X- Of UWY ~ im0 ACRES CFL4M LpiC
BILLY G. HINSON I p , 0 I DB 2046 f' . 63l 1 1 I 1 - I _ 1 1 , a. 1 AREA M NEII~Y DEDICATED RK>~F1T . ~ ~ ~G. 0 (G.• IN ~ ~ 3 .,NEW LOT I • na1 ACRES ,ti~,,,r,,, TAE LME
AGL 95-~01>'~ .60-29 ~ I ~ ~1 ~ _ ~ i ZONED ~ r- pROp00ED DUU.T UPON AREA ~ A.9b ACREa ,4q~ N~ 11 ,
f a.UG I 1 1 ' . WAYO AND OPEN SPACE ~ 00 ACRES LAN 111 1 1 ~ ,4GIiEAGE IN PUBLIC DRAINAGE GILT FENCE ~+Illlulll' ~ LOTS ~ I 1 TOTAL NUMDER OF PROPOSED ,
!DI ,,..Pl...,,. ' 1 1 - - - . • • • . ,LMlAR R!T M STREETS • CONG GURIS a GUTTER JUNE 18, 2004
y I ~ o,M1y y IWITER 21 I ~ ~ proTUlwlD avlA • 14~ AufEe nl3bx) a 1 16' DLDG, SETEIACIC ~ TINDER ~41QEA ~ 661 ACRES (1164x) ----W---- WATER MAM W
. I ~ i ~ I ~ uND 6,, 1 JOSEPH ~ CONDUIT --T---
~ ~ ~ w HDPE cc . ~ 1 PB 50 PG 41 \ ~ .....H~Et•C:•TtIC3CaLE.,• -T TELEPFIONE 1 DD 4181 PG 1993 ~
` ~ ~ 1 / r ~ .r r~ ~.TBACiK 7 1 I PB 50 PC. ACL 95-1018.1160.44 0 1 ~ DB 3330 PC~~ It789 ~ G---- GAS L1~E
9~ 1 ZONED - AG ~ ~ •IIEQi-11 1 ILUC Il `ACL 95-1018 ELlCTRICAL CONDUIT
11 1 ~ s (~6 ~ 1 / ~ OUT),~884 2450"E a / 1 1 2~% MA'L " I 1 I . . ~ ZONED AG -E 1 ~ LUG-I; y' 1 4l pRE NYDRIWT
/ ! 1 ? RI1DZ NS / ~ r I L pUILDIN3 / ?
~ =TER I ~ \ VE w D4 GAT! YAL • ~ C
. x'11 2" ~ N+e Yhy a' •t . ) . , i 1 1 . p6T MDIGATOR VALVE e
~ • 'EXIT- TOLD L 584'09'30"E , , ~ ~T LM ~ ~ 181.42 CITY• . ~ ~ LI-M(T8 POUT)... THRUST OLOCIC Q Q , • n 8841510"E ~1$1r„~,~
~ ~ ~ ~ ~ EXIT' ~ , . .
~ ~ / r' / r' Q1WlATER ~ ~b ~ o PIPE BOLLARD b~'
~ TOR MSIDE BLDG. ~t .,i, BEPERA , I r • LKa*IT POLE ~O •r 1 h,. ~
, BETBArK e~~•(~ 18 ~ :~i` SEE PLUMB, DWC>t8, 1 1 ti ) • ~ TELEPFIONE OR UTILITY POLE `nl O AA,, ~
- ~ ~ ' I B'~'b~ ! •OSFD SERVICE 1 PROP .fi•~ \ ~ `~~r ~ / MIN. + ~ / +r ~ W ~w
1 i5 ~ ~ 1 ~ G r 1 ~ ILDIN . re ~ , ;Y r ~ ~1N - ~ ~+1 ` - - - - PROPERTY / ROW LME 1 ~ i ~ 4 I 1\ 7I
• Q? \ ~ 1 / PROF'. SAM, ~ / 1, ' 11 - TORIES TOP 9,:a~m g ~ 2 S ~~~7 ~ 1•• . EA6EMENTLM~E
.11 , RI • 0 a ~ i ~ . 14 . ~ + ~ . _ 1; / 1'` - ~ - 601E uA66ftIGATION ~I 1.1 ~
1 ~ t ~ ~ Q SF .4Afii, r smx MN, 46,888 ~ ti rQ ~i •S.. MIN, _ ~P~--1 ~ •.y. ,pl Qi r10NPNORPROPERrYCORER ~ la ,
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. fF • 9210 _ I / / I ~ • ~ 1 \ r t! ~ 1 ¦ STOPE MARKER OR PROPERrY CORNER 1 1 ~ 1,.
\ , 1 y A eeuER / ~ ~ - ? a ~ _ 11 DUILDMG 8ET6'G. LME ~1 A 681ER ~ , ~ ~ ~ • ? 1 ~ 1 t . ~ 1 ~a r+s
I + r + ~ i;r EXIT / r 1 / / ..Yc.... 1 I r,i.~~. 1 1 1 1 t ~ 't•~. / 1 I t 1 ® CONG,OIDE'aW.IC
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? ! . ~ \ DRAIN ,1' ~ • I ~ Il• 1' 111 1 I 1 1 1 Ci6:CK DAM 1 1 1 ~ l l y l l I I 1 1 ROCK
I` ~ I ~ 1~'IP+~"~+F•. •,I 1 .1•'l 1 1 1 DACE ! • Id f, . , ••I ' - j 'f • 1 1 I ;1 TEP'rORARr DIVER610N
L. / • ~ ? ~ rRdP, SAN N,~FI • ! • \ ..I~.. "1 1 I ' I; j + 91051 1 I I 111; 1 1.1 I ~ + / /1 1 ~ pl 1 1
` + 1 ! , I y~,~ ` . 1 ~ 926;101 ~ 1~ ~ 1 ~:.F 1 ' ~ GO 919,9 `,.~x...•.,:.,,.•. ' ~ . ~ ~ I •1 1 I CONTROL MAT / 1 ' ` p'r 1 1 1 I 11
•.I ~ , r..r. . :rlRd , ~ Mv, IN 91'IrA~ Iv r / V ~ ~ Mv, OUT $2 ` ' I •1 ~ 1 1. I 1 1 1 1'~ + 1 CANOPI' TREE , ~ y . ~ I 1 1•~) 1. I I I I I' I I O
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w ~ . ! ~ ? ~ • ~ ~ ~ + , r ? PRIVATE SEUlER MAM ~ ~ ~ ~ 7 . `r n . ~ -r r 6:Sg s 2b% EXIT ; 1~1 . . ~ ~ ' 1 ~ 1 1 1
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~y ANIES THE p~ACT LOCATION, S =E, , • / Z ~,w~ ' 1 I SEE TRIAD DRIVE
OLE AT THE GROUND S cMarHOLEB, F FIoLEB, ETw I ITIES ON TFIII /rVr ~ e-'~ s, ALL uTILITY STRUCTURE MAY eE oT~ER ~ ~ L 'F a,~ r .fi T-~ • ~ n. :~4----+•, r i 1 .J••••• li PLAN AND PROFILE
THERE FIELD LOCATED. * :.1910 et~vFACE WERE l ~ oN THE PLC, ~ l '4r ;i+_~...(~fp .....~.-''A'NT ~ I 1 I - OR G0,1 FOR 1.
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COMECTIONS TO BUILDNG bEINICE - - 480ip) j1„~ 9. SEE PLIJ'1Bl?~+ DRAWS ~ ~ 49010) , i ~ i
Y. SEE ELECTI~+~ ~1 r ~S BFIOWN FOR CO-ORDMATION ONL 86 j ! : r I11 6 ~ r I I ~ 913
4, ELECTRICAL AND TELEPFIONE L LpCgT10N6, 2 ,.Ci` LK+HTIH<s, TELEPHONE. ~ POUrER ay? ~ PLOWS FOR SITE • v`~ 1 I J .4'1 (OLD LOT LICE}. y ~ 1I J ~ ~
E A ~ ~ .r ITARY OR STORM SELLERO SI'IALL PpOHD ~ / ~1 rIPB~ n
, ALL WATER L~ GROSSMGS OF SAN " . o ~ • ' • s~ 1 ' ~ KIUC LAND CORP. 1. ~
MWIf'LM YERTIGAL SEPARATION OF I6 , t At FROM TFE EUILDIN<a• lp, • 1•'~ • Dl3 5093 PG ZI00 8
OR WORK SHALL TERMINATR ~b~ ? ,SITE UTILITY CONTRACT j4~i ~ i'' W DB 4883 Pf'a rp9 ~ 3 1 ~ DB 5093 PSG
~ ION, BEIIBR TAP T FOR WATER INSPECT 3 ~p1,L ~UpE W HI8 BID THE COS ~ RE6~ 130 LF 4y ~ ~ 4y , c~~ ~ ~ AGL 95-1mie-new-~ FINELINE Gdd
1, CONTRACTOR TION FEES, WATER METER CAPAWIY SEURR MSPEG PYC PIPE FEES, WATER AND lN~ REQUIRED) ~ ~ zoNED - L1 C~RAP~IIG SCALE DrdWn ~ PVC PIPE 'r8 ~ ~ ~ luN EvELOPED) • obx MK Qllp~ ~ ~ D w mo ~k ppy~'~ A. VIII
TS, AND BOND~+ w Ob1i MN, CON~GTICN COS , (t0 DAYL N ~ 1i lt0 DAYL ~
, ^.n* ~ ever I e~R4LLY FROM EXIBTII~s OR_ '~0 1 Iwh u., ~a-m3m
E SEPARATION -INSTALL U4TER MAIND AI 6=~1 RE A ID- ~ wv
FOOT LA SEWERS, UNLESS CONDITIONS PREVENT A -F- ~Sµ4ARLLATIONDEL UA$WEN A EG I IS NOT PROVIDED, THE WATER MAN LOIgiETENTION AREA N ~ I inch b0 ft. (DID bF) on JET. /:ZZ > t C1.2
F001 LATERAL BEPA ABATE TRENCH OR It I N THE SAME TRENCH A$ THE SEWER ON A DOW-'W OF f IN FEET ) •
UNpISTURSNP E+ED EARTH UITH A MINIMUM VERTICAL SEPARATION Of 0 W-+66 FROM 'TFE: TOP a THE MMIt TO THE 50lu-i OF Two WATER MAN,
S, UTILITY OUJIS:RS ON TM 817E ARE AS FOLLOWS 65WER AND WATER - CITY OF fw . OELL 6=14, NATURAL GAO
ELECTRICAL . DUKE POWER TELEPHOP! REENSDORO,
PWMONT NATURAL GAS.
I
i

GERM s
2' MM, FLOW 1'' lMM,) 'L' 6' MW, -
4TEEL FENCE F'O4T / ' NOTES LIVER lO REQ'D,) NGDOT
/ ~ I, Q2 ANt? QI® BASED ON 19. 6b IWF~ CLA68 'B' STONE ON I?• bb Il0¦ 1.? W/NR i' THIGICNCDO •
HOG WRED TD F+04T (OPTIONAL) I I I ~ eTRESeES FoR ~ Ib1 eroNE I~ ~I
MM. WDTH ~Ci ~ ~ 2, PEI~"I 88 DLE RFEAR STRESSES FC COMPACTED EXCELSIOR IbD P8F FILTER FAE+RIC / 801E P'OF ,H,
• ~ EXt.EL410R CURLER II 2m PSF EXCELSIOR CURLER III 23 PSF .Ex II PeF ? .EX III ?3 POP 'd' MIS •
/ h O ~ p' Nc~rH AMERIG,4N GREEN P-!Oa J GREEN P-300P 60 P8F CU FT/AC ? 0~j I
4TOrE - ~ . b. ~ {J 0 FILL SLOPE ~ ~ Q . ~ Q ? I
/ OAINAG SWA SC 0. ~ DP E LE DRAINAGE SWALE - ~ a SWALE SCHEDULE o
~ . ~ ' '0 ~ R
GRADE ,C,~~ei 4wa.~ CONDITION LMER 6 ~ l LMER 'H' 'D' b' OLOPS MAX, FLOW MAX, FLOW VELOCIII' MANNMGe bf•EAR
WRE AND FABRIC TO DE r ti DEPTI4 fGFe) (FF'0) n FORCE fF'ON ?x 0
"MIN, ~ ~ . ~ TEMPORARY EXCELRIa 1RENCFED 6 0 Y EXCELOIOR 3 I' I' 1' 0A71b 0bl' 4.11 1,16 0A739 0b1 r GIRA86 3 I' I' 1' 0,01b 0b6' 6b1 ?,90 0091
MTO GROUND AND BAGC- i' M I PERMANENT GRA84 FILLED WTFI 4f01~,
! i' TYPICAL 1 TEMPORARY EXCEL81a Y EXCELOIOR 3 I' I' 1' 006 0b0' 3,90 1,4b 00b6 I,01 r 4RA68 9 I' I' 1' 0,0b 0,46' 4I4 430 0/09? FILTER
SECTION GEO-TER ~ PE~~ GRA68 NOTES Lit I FABRIC
. r' I,oNea, TRIarGLE 4nP ~ eTONE 41IE - uRE 2" to couReE aaaRwan, TEMPOR,4RY DIVERSION I ! TEMPORARY axCELR a P00T METAL D KE 3 PERI'1ANENT 4RA60 Y EXCELbIgt 9 I' I' 1' 0A716 0b6' 1,90 130 0066 0bl A R C H I T E C T U R E r GRA60 3 1' r o01b o~14' ?31 o0s? cRO06 eECrION
USE GIENFBD OTON6
WRE MM, WDTH HoGWRE, - DETAIL C/C2.~ ME WIRE 2. LENGTH AO EFFECTh1E,131JT NOT LE84 THAN IOB FEET. 4 TEMPORARY EXCELRIa 10 GAUGE L l) NCEE4, ~ PERMANENT GRASS Y EXCEL610R 3 I' I' 1' 0143 0.4?' Ib0 lb8 0x066 0,19 E N G I N E E R I N G r GRAeb 9 I' I' 1' 0lD9 033' 100 1,06 0x109?
F PROPER lDY AM0001 OR EQUAL 3, THICq+lE84 -NOT LESb TFIAN EIGFIT i NO SCALE PLANNING ,
4, WDTH • NOT LER4 TWW FULL 1MDTH OF ALL POMT4 OR 26', OTONE ~ WARNED STONE, TO dE PLACED DETAIL D 8 ~ ~ OVERFILL 6" DETAIL D/~1.4 E~ ~ INTERIOR DEIGN
i' DEEP. 6, Wt48HMG - WFIEN NECESf~r'RY, WHEELS 6KAl.L DE CLEANED PLACE RIP-RAP AROUND L OETTLED 4 FOR SETTLEMENT ~ TOP 4' WEIR MItL
TO OE 10' APART. TO REMOVE SEDghENT PRIOR t0 ENTRANCE ONTO F'IJDLIC PIPE A4 DIRECTED 6Y ~ BCAI OPAGING PLACEMENT OF POSTS U81NG HOGWRE , RIGFIT ~ W4Y. WFEN ~ b REQUIRED, IT 4KALL BE THE ENGMEER 4807-C Koger Boulevard
PLACEMENT OF F'08T8 WTHOUT FIO~~IINRIS TO BE i APART, STAB~iLi?fD W1H CRUBEED RTA~E WHICH DONE CN AN AREA SEE SCHEi,>, Greensboro, NC 27407
I T ~ NCE DRAMS MO AN APPRIO'v!!aD 4EDM'ENT TRAP at SEDIMENT S L E ~I~ DA81N, ALL BEDIh~R 4Nt,~L OE PlIEvENTED FROM - - Telephone [phone] Fax [phone]
` ~ Ib ANY STORM ORAMDITCH, ~R WATERCOINQSE THROUGH USE 0 www,triud-designgroup,com
G:O~G. aF 8AND6AG4~GRAVELAGAI~O, oR OTFER APPROVED A ~
METHOD4, ~ P 3 ~ DETAIL A/C1.4 b, MAMTENANCE -THE ENT'WiCE 4Ka.L eE MAMTAINED IN A A ~ EMERGENCY eY-PASS
NO eGALE CONDITION WHICH WILL POF`EvR~IT TItAGCNG OR FLOUTING OF E ~ 6" p~-OW g~Ep PROFESSIONAL OF RECORD: 0 0 TOP OF DAM L. ALLAN HILL, P,E.
SEDIMENT ONTO PUDLIC IIIfiNT4 Or WAY. THIS MAY REQUIR;r PERIODIC TOP DRE46NG WITH ADDITIONAL STONE A6 GONDTTIONS
DEMAND ANp REPAMt AR'~~+OR CLEANOUT OF ANY MEAS~NQEB 1A SIDE SLOPE tlpullh, i4 ~ MAX, /Q,~
USED t0 TRAP 4EDMENT, ALL SED!'BiT BPILLEDAROPPED, SEE SCHEDULE FOR A w ~ ~H CARp 0 / ~.~ttL~~......~
WARNED, OR TR~4G~D ONTO P6CLIC RK~FRB OF WAY MUST DE ~ UkL 81ZE ~ VI 81DE eL B S / ' \ / MAJC
PLACE RJPRAP UP REMOLD ~D~fELY' 2/l SLOPE 41DE4 OF DITCH ? NATURAL ~ 4
~ GRAVEL CONSTR~JGTION ENTRANCE GROUND •
L MAX, , TOP OF - /4, V~,' WIRE MESH MAX, 4' FILTER 3' MM, ~ ~ : FAdEIC ~ '.F 9-?
I G~~S. 36 ~ R FILTER FABRIC NDTE ~ ~.01 N E~'' ~ - SEDIhENT CONTROL eTONE BNALL BTOPE OECTi4Al ~~~i'9
NGDOT TYPE 2 DETAIL. B/C?.4 ® E?E No, 6 OR No. 61 ~ ALAN ~
TYPE I PIPE OUTLET EROSION CONTROL DEVICE M t I'lllllllllll', -WIRE MESH eHALL DE H,4RUWARE
Nit bc~I.E lS ,4 ~ PRE DER ' ~ CLOTH ?3 GAUGE MIN. AND eHAU. TEMPORARY SE ~IMENT TRAP (10 YR. STORM) JUNE 18, 2004 I "
GRADE it HAVE U4 MESH OPENI~Cie, TROP DRM1At'sE DIeTUliE32:+ OED, STORAGE OED. OTORAGE OtMiFACE AREA 6URFACE AREA OED, BOTTOM TOP 801T,
DITCH ELOPE - tOP OF MESH SHALL DE A MMIMUM AREA AREA REQ'D, fCF) PIiOYIDEp fOF) REQ'D, (6F) PROVIDED lOF) DEF'TN DM lEICL) OIM l9aL) ELEY,
PIPE OUTLET CONTROL DEVICE SCHEDULE I' SEDNhENT a ONE FOOT BELOW THE eHOULDER (001 x G10) f001 x Qlp) OIR ANY DFVEReION POINT,
IW~ m~ .T. F LwERED 2, M4~ STRUCTURE TYPE L d max, d 50 d Q Y W4~:R . eTONE I 7,1 AC. AC, 3960 CF 6000 G>< 3916 8F 4040 8F 3?k80' 44'x9?' 9020
/r VARIES STR ?14 l42") 1 24,5' 21' >Z" B" 5" Ib" 1,59 ~ , VARIES . OTEEL POeT eHALL E3E 6 FT, IN ? 3.6 AC, 3.6 AC, 6400 CF 016? CF 6300 EF 6337 8F 31kIG' 43kD4' 9100 TTP, NEIGHT,.ANp EIE INe1ALLED ib' DEEP 3 1,60 AC, LO AC, 1100 CF INO Q 1417 OF 1486 bF b'x43' 115cb6' 9040
ELEVATION MINy AND dE OF THE 6Et,F-FASTENER 4 0,9 AC, 0,9 AC, 1610 CF 161b CF 1376 8F 1316 6F ?b' IOk30' ?bkb3' 0100
8TR'19 fl8") 1 Isa3' 9' 12" 8" 5" 18" 834 tpa SECTIC~J A- TOP OF BANK 9E1'OND S SECTION A-A TYPE, 6 0b AG Ob AG 90 GF 900 Cf 136 8F 016 !F 9' ~k16' 74k34' 911b
I' MIN, TOP OF STR X34 l18"1 1 10,5' 9' 11" 8" 5" 18" 8bm ~a - WOOD FOOT bHALL OE 6 FT. IN
uEIR EL.,19m MULTI -DIRECTION 'IREGTIONAL 1=LOUJ HEIGHT, AND eE INeTALLED Ib' DEEP C MN. AND EIE 3' N DIAMTER
DETAIL G/C2.4 Q
~ No ecaLE R~,~CK INLET SEDIMI :T SEDIMENT TRAP - POeT 6PACI~Kr eHALL OE A MAxlt~n OP 4' D,G,
WASHED STONE I DETAIL H/~ SEDIMENT TRAP 41L N/C2.4 ~ ~
IOLANp OVER
FLOW DOT No 4cALE 0 GLASO 4TONE No ecALE DETAIL ~/G2,4 ISLET ~ p 4' M ~ ' rK ~ t O ~
EL,118m No ecALE DNER610N I di y.
30' S' ~ _ DKE 9 ~ ~ 6 ~ a V
M I ~ (ACRES) t~Lt" ~R,4grb HOLD-DOIW = -
r--~ O s eTAKEe _ _ ~ - _ ~C
I' MM, 4' MM. I - - _ '4 R4
RECTION ~ ~ ~ ~ 1 a• C . ~C
Sd _ r. -r tb 3
ROCK CHECK DAM T soD - _ _ _ _ a ONE LEVEL , - - - - - ~ ~ C
4PREADER ii I ~ - - - DETAIL F/C2.4 - ; - - - 1TT- 10 4 O
---1~ No 4cALE ~ _1 I. w l I I i ' - - -1T1 ISLET o i- ' ~ A o
" ~ q • Fa:,bTIC fq
i LEVEL LIP coRRPeArED ~
OF SPREADER 'O C rDER MPE ~
TNJALL EL. 918 CLASS A TEMPORARY SLOPE DRAI C N C
RIP•RAP DETAIL L/C2.4 C~
T/I:EIR EL, gam 3/4" CW>~ER C FER 1"/ ORIFACE eTAEiILgfD NO ecALE `
CON4TR n. O
0
T/WALL EL. 918,m
! LEVEL SPREADER ~ , 11/x" eLR oR~acE HOLE - 4
h I EL, 91®ZS ~ ' to
DETAIL K/c~.~ ~ ~ E,4, FACE VERT, C RT, 0 E VE ~ ,
NO SCALE T/SPILLWAY EL. 915 ' 4 ~ WET DETENTION POND OPERATION /MAINTENANCE LEVEL bEGTaN
CLABR I ~ , . 6.TEEL FLANGED ' ~D ' ~ • , ~ A, THE FOLLduIJfs TA6K0 011ALL of PERFORMED AFTER EvERr Rbl-qf F'IiODUONG
RIPRAP x4118" EA, FADE IdORIZ. , ~ tIQASH RACK u RAMALL EVENT, OR MONTHLY AO A MNN11art I/8 MM, aTEEL
, FILTER FABRIC ' ~ ° TRA T N CK ~ REMOVE DEOR10 FROM TRAIN RACK RAS RA
a ` 3"0 ORIFACE HOL CFEGCK.LEAR oeeTRUCTaNe FRIOM oRf~cE oun.ET, A 6-IS-04 GEN. REV,
A I RETAINING W LL UJE R ~o ~ 3, CNECX POND OIDE OLOPEO AND DAM EMa4NCl'~R, REMOVE TRAOH AND REPAIR
Q. - _ - - - Q NORMAL POOL ERODED AREAO, Nk DAtO DmacrlptlOn
DETAIL J/C1,~ ~ ~ ' 9~m 1x4 KEY EL, 910,15 4, u~1Eac eEDrENT LEVELO eENHD eAl•FLES, REMOVE OEDI"~lT u?mr1 DEP'fN REAGNE6 3/4 BAFFLE NEIGtlr, Rf V IOIOn!
No 1cALE • WATERSTOP ;R13TOP 0. TFE FOLLOUNNG TAOKO OWtLL OE PERFgE°ED EVERY TFMEE MONTNO.
I~IPRAP PA_D EL. 9101s7 IMIN,I I, OR CT OTOR'Ql4TER COLLEC1iON 6Y6T9~1 !PIPING, OTRJCTLIiE6, OY641.E0)
EL. 912.ID ' ' ' 0 0 rSllZ" O,C, 6YA PROPER OPERA11A1 Rts"ID?R TRA11~, IEp1'lNTe ~ pEMTR11GTIp~11 FROM " O,G, 3
~..'am , FOREdAY SEE PLAN EL. 9~ ~ " ~ 1 CT RIF'RAP ENERGY DNIrATORO FOR EROOION AND UNDERGRTMIG,
MBTALL AFTER ALL AREAR 902m R AO I~fiJMEID
PTO POND ARE 4TA8U.1=ED ~ u I T/FTG y T~FTG. REPAIR ERODED AREAb AND REOEED OARS 6POT16 TFNIOIiGNOUT, TO REDUCE
• ~ . ~ EL, 9~ EL. 908.0 eEDrENr GENERATIQL
FLOOOUrATdt 4TAGE RIPRAP PAD ~ , BEEDE1.Jl'G2Z ~ ~ , . Q 4, N6PECT ~ OUTLET DEVICEe AND CHMt~EL DOWreTREAM Of DAM REPAIR ¦ OR DAMAGE TO CHANNEL LING.
TEI'R II,Q STORAGE ~ ?'-0" LAP i S. cHEUC oaureTREaM DAM FACE FoR EVIDENCE of OEEPAGIE oR ovERTOPPNG, W
- ?x4 KEY
- - - - - 2 PERM, W~, 6TORAGE ~ . 'f I . ~ i G, TI! I'OLLOllllrri TAOK6 OHALL DE PEN'ORPED EVERY OIX MONTNO, Z 0
- - B' ~ ' - ~ L N6PEC1 MEItlOR Q OUTLET OTRUC11111E, REMOVE ACCUMULATED 6ED1'ENTO Q ' ' ' ' OR OO4IRJGTIONI: Z
- - - PERML SED"'ENT STORAGE -.I 1'-0" 1'-~"fl-~II 7, CHECK POND DEPTH Al vARI0U6 LOCATIONO, REMOVE ~4000MULATED OED1'~1T0
u 1 y IF DEPfN IO LE00 THAN 3l4 Q . ? ~ OP[CIFIED.
I' TFK NCDOT NGDOT " 3, CLEAR TREED AND OAPLIIGO FRCM OAM 8'EIANKMprT, ~
~614TONE GLA44 a OTA~E $'-m" D, GENERAL 0
GONG. WEIR W LLWTERbTOP Z ~ I, MOW FOHD BIDED REGULARLY TO MAINTAN MAXMJ'I GRA00 HEK~NT of 6", W
WET DETENTION POND / SED~~IENT BASIN 'A' DET,41L K G~.~ 1 REMOVE TAT Q vfGE ION WdICN GROUIb WITHN FOIE, EXCEPT uETLAND GRAeeEe V 0
DETAIL M/C~.4 ND 4GAl.E ALONG PERnETER
No SCAN PLAN ~ U1ALL s, MONITOR POND DRalrDOUN TIME, IF DRau~Daw EXCEEDO TADULATED TIhE, REMOVE 00011ilIGTION6 FROM 111eER ORIFICE.
SEDIMENT BASIN CALCULAtfONB CONSTRUCTION JT. 4, IIePECt EMEIOG~cY
I TURDED SED. STORAGE SED. STORAGE BEDN"@!T TOE MAX BE,D. DESIGN DEWATER HEIR E5.~1RM pR4MAGE D S TEMPORARY SEDIMENT BASM 'A' SHALL DE COMPLETELY CLEANED OF S;~Ih1ENT bPILLUWY. REPAIR ERODED AREAO AND REMOVE OD0IRJCTION6.
Nc, AREA AREA REQUIRED PROVIDED DEPTH Da'1l~I610N DEPTH oUTLEt FLOW lQ2) TIME LENGTH AND UPGRADED TO FUNCTION A8 I°ERMAI~IT DETENTION POND AFTER ALL PEIE'1ANEtdT DETAIL N/C2,3 ~~~"""1~1 ' ~ , ENGINEER S CERTIFICATION OF POND AND DAM SAFETY N AR~r
CF Ir' WA i' !Y ORPACE iR,4 CF8 2-4 DAYS 8' ER0810N METt•IODB ARE ESTABLISHED A4 MDICATED ON FMAL 81TEUIOIQK A 29,12 AC, 14m AC, 25A~ CF 89,5N PACKAGE DRAWNGS, NO SCALE ~ ~ E S S I, L. Allan µl1 PJ:. aredy tNt tht ~torlwltw pons M+d dM Il+orn on w~ plan I+tNhp
•pF `t • raqur~nt~ or uy Noru+ cxrolw 61at~ n~ e,r '.N or 1061 fa Alwd•d 1996) DdtQ 4-?9.04 • iMouBh ~ Q ~ ; Z rnd tr+~ Rulr and 1•tar~l x~ plw~ne~d 1+ thr North C~olw Adin~nNtrxtiw Cody T~tw bq,
WET DETENTION POND CALCULATIONS id S~~I. ~a ~ bubohrptu ?K • DM r Ewn n tFr caw r~ t#r cIM IF~aun on trw pn q ebtrn~d Dlduln By FWELINE Cdd
• ~nn? : ? bu NIA IA ly ver~1 Mfw Ur ~Mw.r ,wW r1.~ l.e~....~~....Y_.... ' 1 - ~ - - -
ON 6ITE vrr nib AKa. PERM. WQ POND AREA POND IL'~A TEMP. WA TEMP, WQ PERMANENT SEDIMENT PERMANENT SEDIMENT WA. Wa RELEASE TIME OF 1•i,ue ; ; - ~"~-T• w.. vw w, ILWJTH C'm9n dog -WO, cwtly Owt the pond &nd die rre dm to be "to &nd rdeglwte ror 40 M
I DRAINAGE BUILT-UPON L REQUIRED PROVIDED STORAGE REVD. STORAGE PROVIDED STORAGE REQUIRED STORAGE PROVIDED OUTLET TIME CC'~ITRATIOW I-10 Q-10 . AREA DRAMAGE AREA DRAINAGE AREA STORAGE DEPTH SAIDA - nww"W i q vw GYM111 Will Qb Q-I~ LEN~s .•F~ pro "wn Of Publlo huhh wht* wolbre, old doww om property, I wdw*Umd Owt thw
1.91% 19,136 OF 90A00 w 41,666 CF 141,104 CF 10,163 CF 40,916 CF 3,0'1 4.93 DAYS ID MIDI 68 M/HR S63 GFS 809 • < ,Q . oertdlatan N 4w dmlW enerew "I, not rehwv"oawr or +tor or the pcond and dea JOb No. 04.030 963 CM 8~ kA* 132A3 M XN %ft ? from th low, dorm, am4ptiar, and hrbiht~ or r~ rton ovrw"or stmt 4 , oper fast
43.19 AG, 1Z8i AC, 0.41 AC. 4~6 FT ~tuaa OlW6W"" &nd brl or NO Lwwood
PIPE SHALL BE 14 GAGE HELICAL AUrNr OR EQUIVALENT Fwabo awl "Wow (~;7
C2m4

. , , ~~o ~ , , ~ . ~ ~ . , ~ ~ ~ ~ Triad

~ ~ ~ ' , Dell n
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~
.~ti~ ~ . ~ . ~ Group
s ~ ~ ~ I I I I ~ ARCHITECTURE
P ENNIAL ~ \ \ ~
PRiNG HEAD \ I .I I I I ENGINEERING
- 926) ~ ~ ~Q~L..~ PPRN ' ~ + I I I PLANNING
I ~ 1 I I I I INTERIOR DESIGN
' I / I ~ 4807-C Koger Boulevord
I I / i I I I I Greensboro, N C 2 7 4 07
~ / ~ ~ I I Telephone [phone]
i Fax [phone]
~ - / 0~, WETLAND AREA. ~ ~ . tEA. / ZQ ~ I I I j O ~ I ~ I www.triod-designgroup.cam
4 LTD ~e J 2 w~ I ~ a ~ o~ I~ I~ ~ ~
CC.~ 2 Q~~ ~ 1 FLAG JUN E 2 04 STD ~ ~ ~ • / ~(/~~~ST~ ~ EVE ~ ~ ~ o
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_ _ _ .
~0 NI,~BLIC R~W~ ~ ~
- ~
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\ ~ ~ / ",4 910 ) ' -
zo ~ ~ . ~ > > , , ,
NE 3 ~ ~ III ~ ~
~O~E ~ ~ . ~ ~ I I ~ ~s ~s o \ ~ WETL Ali%: ~ % RE% S
2 ZONE ~ ~ ~ ~ ~ I 3 ~~NE ~ v 1 9 p I ~ Mk Date [~erription
9 0, ~ ~ ~ l~l/ETL,~ lV~.~ IMPACTS 9 Revisions
I
7 SO' O 0 Z~NF ) \
~0 3 2 2pNe 3 ~
. /NITS TS ~UT\ Z ~
lp~
~ GRAPHIC SCALE
\ 1 ~ 0 10 SO ~ 130
1 ' W
B'ORETE (~>75 SF ORETENTION AREA #~1 ~v -
>75 SF) SEE DET. /C2.2 c "~T' ~ ,~~h - zo y
WE1I.ANDS I W~ ~ROU
AUG 2 3 2004
WATER ~U+~~n SECTION Dote Aug. 18, 2004
Drawn ~y JFA
L;heCK by Jh A
File No. 04-030
Sheet

us all •
ITIONAL USES COND USES NOTES ~
I, Uese -All those ova permitted w+ th. LI ; no nsW billboard6 Will bs psrmltted. 1, 7pPOGRAPHIC AND GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS, 8644 w ~Ittsd r+ the LI zoning dlatrlct except se•mlttsd, WESt MAFKET STREEL SUITE 100, GREEN680R0 NC 11409, DATED JANUARY 13, 4009, CIDER RD. _ •
p ~ REVISED APRIL 3,1003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,1003.
2. No ecceN WIII be provided to Neville R ed to Nsvllls Road, except ror employes ADDITIONAL GEOP'ETRIO DATA FROM 6lNQVEY DY GIZMSKI SURVEYMG 00.,141 GALES AVE., NEVILLE RD. q~I~,T t are WMSTON-SALEM, NC 11103, DATED AUIeUST 1001. ~
parlung, until wch tnne a6 the propertis~ oleo zoned to an LI or •imiler zonwig dl~i tlw propsrtlse to U» saes and Illee RD. miler zoneng deetrect, SITE ~
4, THIS SITE IS LOCATED 1000 FEET FROM ZONE B IAREAB BETWEEN TEE 100 YEAR AND 500 YEAR T I DRIVE
3, Tried Drove WIII be excanded to the prq Por the property. ded to the propxty ae tYa primary aceae FLOOD) PER FIRM, COP7'~~dITY PANEL 3101110085 C, EFFECTIVE DATE NOVEMBER I6,1968,
3, THE PROPERTI' IS LOCATED M THE UPPER RANDLEMAN LAKE Wl4TERSFIED lEAbt AND WESt 1,4
FORK DEEP RJVERXWS N) 0
SITE DATA
LpGATION MAP
G PROPERTY OWNER/DEVELOPER ra eGALl9 E>I.AND ENTERPRISES, LLG A R C H I T E C T U R E
1386 SOUTH PARK DRIVE
KERNERbvILLE, NORTH CAROLMA 11184 E N G I N E E R I N G CONTACT -DAVID SPANGLER 1936) 996-6060
D N L
EXISTING NEW P L A N N I N G 1. Ii~EREA10E8
DD, 4991 P, 390 INTERIOR DESIGN D,d. 3093 P. 1096 U DUILDMG u
u D, B, 3609 P, 1n
Ps, 30 PG. 41 BITUMMOUS PAVING 4807-C Koger Boulevard
P,B. 96 PG, 96 Greensboro, NC 27407 P,B, 96 PG, 90 CONC, SLAB OR PAVING Telephone [phone]
Fax [phone]
3 gpp~88 ----100---- CONTOUR ELEVATION www,triad-desi n rou ,com 99 P 8100 TRIAD DRIVE ~ IB00 SPOT ELEVATION " (~®J
MOOREFEAD TOWNSHIP, GUILFORD COUNTY
NoRtH CAROLMA =8" 8D= STORM DRAM LME -O~SD - PROFESSIONAL OF RECORD:
0 4, TAX MAP DATA ~ STORM DRAM MLET L. ALLAN HILL" P.E.
93-1016-1160-1, -46 p
STORM DRAM MANHOLE ,1,~N~uu~p~/~ I ~N CARp a,
3. ZONMG D STRICT L CD-LI -CONDITIONAL USE LKsHT MDUSTRIAL HEADUJALL OR ENDWte1L ~ . S S / .
!CASE X3135) - - - - SANITARY SEWER LME N S 88
~ ~ • b. EXISTMG USE -UNDEVELOPED - g - SANITARY MANHOLE -~0--'- •
. ~ M~ w~N
wv. P'pp 1, PROP08ED USE -TRUCK SALES AND 8ER'VICE _ - - -o CLEAN OUT ~ Q;:~
• . 1 "Qv. 8. LOT 81ZE = nb1 ACRES -o--- WOOD FENCE ~ '9( N~ ~
1 = 0.00 ACRES (0.00¦1 ~AN EXISTMG BUILT UPON AREA ~~~p~~tN~
TREE PROTECTION / I AREA IN NEWLY DEDICATED RK~HT OF WAY = 4b0 ACRES CRAM LMK FENCE -X- NEWLot 1 = 11m4 AcREe ,,,r.w,,r,,,r~, TREE LME ~ JULY 30, 2004
FENCE,IYP, . , . °'.•+"".r"`•w•r 0 ~ ~W I ~ ~ / ..w PROPOSED BUILT UPON AREA = 8.96 ACRES 145b1~)
8EE DET, L/C2. rwc v ~ ~ , TREE RVATI6N AREA ~ ,i I I I~ ACREAGE M F'I~LIG DRAMAGE WlAYB AND OPEN SPACE = OA AC SILT FENCE -~-"0"-0
d' ~ ~ ~ I~ TOTAL NUMBER OF PROPOSED LOTS = I LINEAR FEE1 IN STREETS = GONC, CURD ~ GUTTER
1 ~i _ eIILIY G M=MON \ DISTURBED AREA = 14~ ACRES (1136)
a Boa ro ai ~ ~ r•xr•iw•~ ~ ~ POND DRAMAGE AREA UNDISTURBED AREA = 3b4 ACRES 118b4%) ----W---- WATER MAM W
F • ' F ~ -T---- TELEPHONE CONDUIT T ~ ~
fir \ / \ / d'- ~ ~ JULY90,?A04 G---- GAS LME G
_ \ CONSERVATION AREA ~ ` • ,~ee~ i TR8 re.oin~ w~ ~ _
15A¦'~ SF ~ ~ , 7C , ?I . ra N ~ewiw u ~ n a ---E---- ELECTRICAL CONDUIT roeoro4i \ Mr oe uw ro ion `
oaiw.o a «w + ~ 7C , c°"=u c•ue6 - ~ ~ u,e~x°ei or0sini ro ~ / 1 ~mN ~ ,.a r•xv-iw•n "are" FIRE HYDRANT Y C ~~.,n eD=^.erotw . ° as tr ier•iw•u C
~ wauww<~~ ~ D4 GATE VALVE \ O
C ~ Feosr IND1eATOR VALVE V
i 1~ e 8 _ 1 PERMANENT C f T VEHICLE BARRIER
r \ ,i' ` , . PRGP,OSEO . THRUST DLOCK Q ~ i o ` O
l' \ • / ~VIW ~ ~ - a PIPE BOLLARD ~ ` , , TREE CONSERVATION AREA C O
~ R .r 16411 IF / t< ~ ~401d00 SF "p No ~ LKaHt POLE ~ ~
Tr'. FIA6T FlAOR' / .1.. ~
\ 1 ' ~ ^ ~ , a ~ ~ TELEPHONE OR UTILITY POLE `'Q+ L ~ C .I O 'w
~ ~ + ~ / ~ vA i, ~ TREE TECTION _ V °C . ~ , I ~ - - - PROPERTY /ROW LME k" \ 1 yp V. 21 ~ 7! 1 ~ 1f1 Itlri
. ~1\~ ~ \ 1 . I__.1..... SEE DE11 ~./~~.1 $ASB'ENT LME
a 1 roa ~ ^ • r i J • - • • • - SOIL CLA881FIC,4TION
I ` ~ ,
\ • ~ ~ ~ ` QQ N90N PM OR PROPERTY CORNER u.. 1 ~ I i,..• C
~ ~ ~ ~ ~ , \ ¦ BTOPE MARKER GR PROPERTI' CORNER
~ V ~ ,i~ \ ~ O O ' ~ • . pUILOMG SETBACK LME
1 y ~ 1 w~°.~~,' ® coNC.81DEW141.K
. ~0 ~ I•.. ro~ror C \ ~
~ r ~ . s a ~ ~ a~ I I
~ r< ~ , ± ~ ~ PRAP
~ • i~ . ~ TIDE F . , •C C7 T1ZkE T~ctION { Roue CHECK DAM
i ' y1YM. / J .y / I
~ r.~„~ T 1 D , L/01,1 ~ TEh1PORARY DIVERSION DIKE \ ~ .I ~ O
f ~ . , ~ ~ ''1 ~ ER0810N COINTROL MAT / d
~ ~ / r~~ J ~ \ .1 ( oFF SITE 7 ~ i ~ ~ ~ \ t.AiNOPY 11R:E
~ 1 ' \ ~ DRAMAGE ~ ~
' 1 ~ 1 .L- ~ = w~_ _ 0 POND 90' STREAM BUFFER - ~ • . _ . 4,1 ACRES \ iw"
60' SCREAM BUFFER _,r,w _ ~ \ ,
_ r''~ - _ _ ,",N ~ ~ u","~a„ ' 100 STREAM DUFFER
~ f ~ . ~f 1. --~`-•=1.00 ~~.L
~ a L ~ ~ , C 1-30-04 CITY COhB'1ENT3
,'1 i Kwc vro oaa. ~A ' oa eeu rrc,re i
oe uu ro nee oe eeu ro ~~eo `rte » p';~ ~ I ~ _ RVATION AREAS B 1-13-04 CI?YCOMMENTs oeeeuro~~eo QU I RE D TREE PRESS _ RE
X41 1 r ~ xa r-iar•~..•r U1ATE RS E D q~,, y H NOTES '"R I ~ ~°opo~~ ~x~ro ~ A 6-IS-ID4 CsEN, REV.
l'~CI t~ ~ - r ~nai,w+ TREE CONSI - r ~0oe«:+w w" I, 50' TYPE "A" PLANING YARDS 61,550 8F TREE CONSERVATION AREA "''01'"''" ~~a•w 8' STREET YARD 0 ~ r11e. Date: Dsee:rlpllOn
1, THE PROPERTY OIi~IER IS RESPONSIBLE FOR MAMTAINING THE COMPLETED PEA eov~ In«,1.o~r, ~u h ~ TI AS DIRECTED BY THE GOVERNMENTAL OFFICE HAVIIJG JURISDICTION ~ 11,800 SF
WET DETEN ON POND A D MAINTENANCE PLAN, FOR WATERSHED PROTECTION AND ACCORDING TO THE PPROVE TOTAL 61,550 SF ROV Ib IOnb
2, THE PERMANENT WET DETENTION POND SHALL HAVE FULL DESKaN VOLUME AVAILABLE pRAINAGE AREA PRIDR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY FOR THE 81TE AND/OR PRIOR TO BIO-DETENTION < Q,AINAGE AREA t0 - Et TIONAREA NATION AREAS o D ~ P ED TREE PRESER PRO OS
ANY PLAT RECORDATION FOR 1HE SITE. THIS MAY REQUIRE THE CI.EANOUT AND DISPOSAL.
OF SEDIMENT FROM TIC FOND. 1, WEST AREA 15~ ~
3, THE CONTRACTOR SHALL SCHEDULE A pRECONSTRUC110N MEETNG WITH THE CITY OF 1. NORTH AREA 10,000 SF ~ Z 3, STREAM BI,FFER 11,800 ~
GREENSBORO WATERSHED ENGINEER WHEN THE PERMANENT WET DETENTION POND HAS 4, NORTHIUEST AREA 11,500 8F
pEpy GLEAREp AND THE FOND HAS BEEN FIELD STAKED. ~Q
4. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATER8I~D PROTECTION AND THEIR TOTAL 64,800 SF a W
ASSIGNS HAVE THE RIGHT OF ACCESS TO THE PEI~'1ANENT WET DETENTION POND FOR
MSPECTIONS AND MANTENANCE ErF01lT, I~ .Q
9. FINAL APPROVAL OF INSTALLED R~INOFF CONTROL STRtiICTUREB WILL BE REQUIRED AT y W
FINALIZATION OF THE GRADING PERMIT OR AT ISSUANCE OF THE FINAL BUILDING NATION NOTES = TRCE PRESER
CERTIFICATE OF COMPLIANCE, WHICHEVER COMES LATER IF DITHER A BUILDING PERMIT NOR A GRADNG PERMII IS REQUIRED FORA 81TE, THEN ANY REQUIRED Ie1JNOFF CONTROL J y
STRUCTU~ SHALL BE SUBSTANTIALLY COMPLETED PRIOR 10 MSTALLATION OF ANY BUILT- I, ALL 'TREE PROTECTION DEVICES MUST BE METALLED PRIOR TO LAND DISTURBANCE, J INC.U ING tHE CUTTMG OF ANY TREES, A PENALTY e7F t300 PER DAY FOR FAILURE Y¦ lD
UPON AREA ON THE 81TE. ENGINEERMG CERTIFICATION OF COMPLETION SHALL BE REQUIRED PR90R TO FINAL. APPROVAL BY THE EPFORCEMENT OFFICER AND PRIOR TO THE TO INSTALL APPROVED TREE PROTECTION MEASURES MAY APPLY, W
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY,
1. CON"ACC THE URBAN FORESTER AT 313-1150 TO SET UP A PRECON81RUCtION W MEE"'ING PRIOR 10 LAND DISTURBANCE, TREE PROTECTION FENCING SHALL BE
6. WATERSHED DATA IV GWA WATERSHED -UPPER RANDLEMAN LAKE WATERSHED, WS , INST~~ILLED PRIOR TO THE PRECONSTRUCTION MEETING,
RIVER eASM -WEST FORK DEEP RIVER ~~n~N o a$ f 4Q1 a~~l~~ 3, NO G~'iADING IS TO OCCUR M TIE TREE CONSERVATION ALAS OR TIDE CRITICAL
SITE AREA = 19b1 ACRES 8001 ZONES,
AREA M NEWLY DEDICATED RK~HT-OF-WAY = 1b0 ACRES NEW LOT I = 11141 ACRES SEP 13 2004
MAXIMI,M BUA PER STOItl'1UlATER DESKIN = 11,96 ACRES 166m6
PROP08ED BtI1Lt-UPON AREA = 8,96 AGREE 145b1lU,) DISTURBED AREA = 14m ACRES 111360 'eNATE~i t~lfAIITY SECTIUlu
UNDISTURBED AREA = Bbl ACRES 118b4%1 Daf,e 4-Z9-0a
1, SOIL TYPES CsRaPI-TIC SCALE Ordain By FINELINE Gad
Cc8 - CECIL SANDY LOAM, T TO 6 PERCENT SLOPES
CcC - CECIL SANDY LOAM, 6 TO 10 PERCENT SLOPES ioo o eo ioo 2" 4M Check By Q Will
ApS - APPLING SANDY LOAM, T TO 6 PERCENT SLOPES Ch - CHEWACLA SANDY LOAM Job No. 04.030
8, UTILITIES - PUBLIC WATER AND SEWER (CITY OF GREENSBORO) IN FEET Sheet )
I mch = kd0 ft,
Ci 00

CONING DATA
CONDITIONAL U SES . USES
ITEM REGaLIIRED ACTUAL NOTES
I. Uesy -All those aces parmutsd ~ the L MIN, LOT SIZE 10,000 ©F 854b41 SF no new bdlbo r US 421 rmuttd the LI za+~ng duuict txctpt 1. TOPOGRAPHIC AND GEOMETRIC DATA FROM SURVEY BY REGI
a de wdl bt permitted, MM, LOT WIDTH 100 FT ~ ittsd. ONAL LANp SURVEYORS, 8641 ~ WEST MARKET STREET, SUITE 100, GREEN880RO NC 11 409, DATED JANUARY 13 1
MIN, STREET FRONTAGE 15 FT 1, No ecceee will MIN, SETBACKS be provided to Neville REVISED APRIL 3,1003, AND ADDITIONAL T I ~ 003, o OPOGRAPH C SURVEY DATED APRIL 16,1003, w ~dtd to Ntvitlt Road, txcept for smpitytt ADDITIONAL GEOMETRIC DATA FROM SURVEY BY GIZINSKI SURYEYMG
FRONT !SOUTH) 15/50 FT 90 FT parlung, until each time ae the propertia se the properties to the teat and West art WIN810N- COv 111 CALEB AVEv CIDER RD. SALEM, NC 11103, DATED AUGUSt 2001.
oleo toned to an LI or eimder sorong di REAR INORTN) 15/50 FT 181b8 FT sunder ionmg dutrict, lr
SIDE !EAST) 15 FT 100 FT 3. Tnad Dnvs will SIDE (WEST) 15 FT 103,13 FT be extended to the pr. 1. THIS SITE IS LOCATED 10210 FEET FROM ZONE B (AREAS BETWEEN THE 100 YEAR AND 500 NEvILLE RD. q~~T Y- wdtd to the proptrty as the primary accts FLOOD) PER F,I,RM. COMMUNITY PANEL 3101110085 C EFFECTI YEAR RD. ~ •
MAX, BLDG. HGT, 50 FT 18 FT ror the ~"O~''y, VE DATE NOVEMBER 18,1988. IT Q SE ~
MAX, BLDG, COVERAGE 60f~ 8,13x PARKING BPACE$ 3. THE PROPERTY 18 LOCATED M THE UPPER RANDLEMAN LAKE LLWTERBHED (EAST AND WEST TAD DRIVE FORK DEEP RIVERXWS Iv)
5 + I/10~00 SF DISPLAY AREA
l5 +56,500/10,000 SF) II SITE DATA
1/3 EMPI.OYEEB ON LARGEST SHIFT 1100 " 1/3) 61
I PER SERVICE VEHICLE 10 119 8' STREET YARD, I, PROPERTY OWNER/DEYELOPER
TorAL as 5 - - NEY/,~~ HANp10,4P SPACES s ~ /E'O,4 SEE DET, A/C2.1 BLAND ENTERPRISES, LLC ATI t'1A 1386 SOU1H PARK DRIVE LOC ON P
D© L O KERNERSVILLE, NORTH CAROLINA 11184 N° SCALE
6' LONG, 8R 1913 STRIP b@' PUBLI _ CONTACT -DAVID SPANGLER, f336) 996-6060
C~ 'UREIC ` E RNI 2. REFERENCES EXISTING NEW A R C H I T E C T U R E
I ~ 'P~ D8.4991 P. 590 D9.5093 P, 1096 E N G I N E E R I N
L ~ ~ ~ 85. 4'55~~E ~ ~ D, B. 5609 P. 119 u BUILDMG L,..~ G
I81. ~ r ~ I ~ ~ I P.B. 50 PG, 41 PLANNING
Pb. 96 FT's. 95 BITUMINOUS PAYNG
~5~1~" I81,40' P9.96 PG. 90 ~ CONC. SLAB OR PAYING INTER I OR DESIGN
I i PLEZ AVERY TRQNSOU I ~ ~ 3. ADDRE88 - - - - - - - CONTOUR ELEYATICN -{100)--
DB 1043 PG 92 • • . 8100 TRIAD DRIVE 4807-C Koger Boulevard L MOOREI~AD TOUNSHIP, GIIILFORp COUNTY ~ 1000 SPOT ELEVATION ~ ( 1 Gree
AG 95-1 1 -11,0-10 1 ' 19 ' " L ' L 0 8 ~ 5 BLDG, SET ~ 14' ~ - i • ~ . . ZONED - AG -----~.gACK 12 l ~ H.p, pyMi: ® 4 ; r O~i'E 100.0 nsboro, NC 27407 H.D, pyj~ GREENSBORO, NORTH CAROLINA ' =8" ST " _ Telephone [phone]
l LUC 1I ~ Pq b i RC?NG ONLY KING q,~Y - ORM DRAM LINE 8 SD Fax 3 - )12 ?4~ ~ 4. TAX MAP DATA 36 218-8010
I ~ ..P1!hlT,.. R , ~??r'.. R ~ STORM ~ www.trlad-desi n r L 95-1018-1160-1, -46 DRAM INLET g g oup,com
m ~ , 11 0 STORM DRAM MANHOLE
.~S85'5?' iA ~ 14' 15' ~ Q' • 1' L. , 00~E .40.19 ~ n Q g' u; a 0 1 7' H~, _ . 1 b. ZONMG DISTRICT a,p, CD-LI -CONDITIONAL USE LIGHT INDUS I PR F
R H,p, n ~ i ~ 9' . *S' PVM1. I L .....T, ~ i ~ PVl'11. 'A TR AL HEADUI4LL oR ENDU14l.L O ESSI ONAL OF RECORD: _ Q. ; (CASE x3135) L. ALLAN
HILL, P,E, aD. P1~hIT ,p - -88- - SANITARY SEWER LME 88
BILLY G. HINSON ~ I L , 6, EXISTING USE -UNDEVELOPED ~~N~~arr?,, i0 -'-Q- - SANITARY MANHOLE CA~,, ~~b
^ DB 2046 PCs 631 w ~ _ _ _ ~,.,~10,,,_~~ I 14 ACL 95-1018-1160-19 m x_ a 40' TY ' ' ~N....: W ~ PEA 1. PROP08ED USE TRUCK SALES AND SERVICE _ ~7 •
~ 3 ZONED - AG ~ I ~ I ~-?x i v LANDSCAPE YA - - -0 CLEAN OUT • S I --r N RD, CO CO ~ 0 , 3 SEE DET. A/C2.1 8, LOt SIZE = 1981 ACRES _o_, ~ ~ ;
~ 0 ~ ILUG II 9 I I k t .n 50 TYPE A z n i EXISTING BUILT UPON AREA = 0.010 ACRES l0.00%) UlDOD
€ - LANDSCAPE YARD, ~ ~ , ~ 40 TYPE A T1'P,10 AREA M NEWLY DEDICATED RIGHT OF ;--A-FRAME FOR ~w ULQY = 180 ACRES CRAM LMK FENCE X ~
~ SEE DEr. A/C1J I LANDSCAPE YARD, ,n UNDECKING LOT i = 11.01 ACRES PROP08ED BUILT UPON AREA = 8.96 ACRES (4581%) TREE Lp~ •.,ti0
SEE DET, A/C2,1 ~ ~ Iu v ~ REAGE IN PUBLIC DRAINAGE WAYS AND OPEN SPACE = OA ACRES V
N 4 PERSONNEL 15 BLDG, SETB,gCK 1 1JIVEL TOTAL NUMBER OF PROPOSED LOTS = I SILT FENCE -~--a---o ~iq~ ~I~ ss ? !5 CqN
80' TYPE 'A' b' OPAQUE 1 GATE LANDSCAPE YARD, ~ FENCE PIP ' SETBACK LINEAR FEET IN STREETS = ~i~~~~u~~~~ CONC, CURB 1 GUTTER
SEE DET, A/C1,1 m C ~ 8C ITV LI~ITB lour) PIPE ~ JOSEPH I SMITH DISTU D AREA = 14,0 ACRES (1136%) PB 50 PG 41 UNDI D AREA = 581 ACRES (1884%) ~ JULY 30, 2004
S84'24,50'~E c~v h rn ~L~' DB 4182 PG 1993 ----W---- MAM W 6' OPAQUE ACL 95-1018-1160-44 HAZEL C. TUGCsLE
25~g~ FED ZONED - ACs PB 50 FCs 41 ----T---- TELEPHONE CONDUIT T
LOT LINE) ~ (LUC it DB 3330 PG 1089 ACL 95-1018-1160-22 G---- GAS LINE G
~ _ 40' TYPE 'A' ZONED - AG LANDSCAPE YARD, ~ (LUC U ----E----
r ~3~ , , h m 9 ~ ELECTRICAL CONDUIT E SEE DET, A/C2.1
~ # ,SETBACK \ ~ ~ ~ FIRE HYDRANT Y 50' TYPE 'A' w
w ~ ~0, 9' TOLD Lc (OLD LOT LINE) 584'09'3 LANDSCA,PE YARD; D4 GATE YALYE N
e ~ 3 ~ ~ A .e 3,g. ~ ~ . 181,42' 8EE D T. A/ -,~C~ITT' LIMITS (pUT) E C1.1 in n P08T INDICATOR YALYE
~ In I6 ~ ? , ~ I I~ 181.5 ri
4 ~ 1 CONC, DUMPBTER PAD 1 ~ ~ THRUST BLOCK Q
z ~ ~ s3 0 3)11 x1?? Tl'P. SEE DET. /C1,1 PROPOSED 6' CHA I M L I ~ - ° PIPE 80LLARD o 6' CRAM LINK FENCE, "
8L DI S BUILD SEE DET, /G SEE DET. /C2.1 ~ LKsHT POLE
ING h l TO BE H.D. PVI'1T, h ~ ~C
SCREENED) Z " STORIES 8 , PVMT. • n ~+t TELEPHONE OR UTILITY POLE ''0~
h~' ~ 46 888 F ' s, , S ~ . PVMT. L 0 3 > . - - - - . - - PROPERTY /ROW LINE J ~ I~ O
~ ~3 e ~ J0, a ~ 6 , FIRST FLOOR ~ ~ E I ~ / ~ ABEMENT L NE ~ ~
~ 0 y 4 xi ~ ` r ~ ~ SOIL
Ha, PVIhT, " FFE 921.0 H,r,, F'YM1 ~ LoaDMG H,,, PVMT. ~ CLASSIFICATION Q
? ~ S STREEt YARD, DOCK ? ~ SEE DET, A/C1.1 ~ Q IRON PM OR PROPERTY CORNER Bg, ~
~ h~ Q GoNC, . ~ ?Q STONE MARKER OR PROPERTY ~ ~ O CONC, PVMT. 1q, 11 ~ GOI~JER _w~
~ SCREEN u~ALL/ a , ~ 1 , I ~ \i q ~ BU LDMG SETBACK LME L
a ~ RAMP W,4Ll., " H,D, PVMT, 6 SEE ARCH. DWGB. 4 14 ~ CONC. SIDEUI4LK C Q
~ ~ CONC. APRONS ? ,
~ ICOG STD, 501) 4 iy 1 CONG, PVMT, ti ~ 4• a ?4' „ 0 13 ?4~ DETENTION ~ 8Ub4LE
~ . ~ CANOPY p. ~ ABOVE ~ O O POND I RIPRAP
~r 1' ~0~ ~ AI ED 6' ~ 4 PER80MIEL GATE ~ 0 ~ ~ ,OVER AND R PCOL pONp D1~UE y
~!~*p ? " WG SIGN K ltV WG ACGE88ABLE ~ SLIDING. x 0 ~ ~ AL ~S , GATE ~ EL. 910?b T ROCK CHECK DAM ~S S 5' AROIND ~ Ci . ' ' ~t i 1 TION POND
? ~ ? 3 RDWARE ~ ~ e I TEMPORARY DIVERSION DIKE I ~ ~
\ 1 R RAMP ~ 14 a3t. / I ER0810N CONTROL MAT ~ !~w
~t ~p E DET, C2,1 40~ '
\ ? ~ . /B ~ 6 5 CONC SIDEWALKS ti.: ~ CANOPY TREE ~ ~ 1 1 `
\ ? ~ ~ ~ 30, WC SIGN ~ ~ I o
on s I
/ i~ I ~ . x ? .ac. aRD RAIL, / ~ I
b SEE DET, K/C1.1 ~ ' i 'gym ~ CONC. WEIR WALL I
161, / \ ~ 8EE DET. K/C1,d I I
~ R5~ J 1 R ~ ~ do I I ~ I
9, e, • . 86 ~ 'p~ 8 5 5 I , ~
\ ~ ? 1 1o-• 1 Q' ~ I ~ I I I , ~
~ I p,~, OvER AND I C 1-30-04 CITY COhIMENTS
\ ? STRIP ~ a k H,D, ? ~ ~ \ ~ x10 SIGHT ~ • ~ . • o~ " 4 v ' Pa~D T
? ~ Ali ?ix N,p b Y ?5' ARID ~ I B 1-13-04 CITY COMh1ENTS rr ! ? ION POI'S ~ a ~ DETENT ~
I I J- A 6-18-04 CxEN. REV.
\ 'A \ 3 ' I ~ ~ Mk Dana Dsecr~pt~on
• ~ 18.' LANDSCAPING N T \ 0 ES ~ ~ I Ik i I ~ 15 BLDG. SETBACK j~ d Rtvl,lons
~ ? ~?x ~ ~ i j re~i, re~iu ~ ~ ~ ~
WATER WIRE CANOPY TREES MUST BE A MNIMUM OF TWO INCHES M CALIPER, MEASURED SIX INCHES ABOVE GRADE WHEN ~ ~ ~ ~ ~ / o ~ I ~ I ~ ~ SEGMENTAL BLOCK I ~ ~ ~ / ~ ~ N -
PLANTED, WHEN MATURE, A CANOPY TREE SHOULD BE 40' NIGH AND HAVE A MNIMUM CROItN WIDTH OF w @ \ ~ h~ 0 ~ ~ i ~ TREES MUST BE A MINIMIq'10F THREE INCHES M CALIPE M ~ ~ OTHER CANOPY ll~ ~0 R EASUIQED SIX INCHES ABOVE GRADE WHEN PLANTED, ~ ~ 'x10' SIGHT - - - RETAMING U~4LL /J ~ 8 I / ~
~ , I ~ (DEe~ srQ Re) / ~ ~ ~ ~
WATER WISE UNDERSrORY TREES MUST BE A MMIMI,M aF ONE INCH ING I S STREET YARD, \ " ~ TRIANGd~E ~ ~ ~ ' - - _ ~ „ A,L PER MEASURED SIX MGHEB ABOVE GRADE WHEN SEE DET, A/C2,1 ~ ? ? ~ ~3+p PLANTED, WHEN MATURE AN UNDERBTORY TREE SHOULD BE 15' TO 40' NK:H, OTHER UNDERBTORY TREES MUST BE A ~ \3 _ ~
\ 1,?9 p4. MMIMUM OF ONE INCH IN CALIPER MEASURED SIX INCHES ABOVE GRADE WHEN PLANTED,
\ ~ ~ \ ~ ~ - 4+40 ~ ~ ---~a. i GRAVEL ~ m
ALL APPROVED WATER WISE BHRIJBB, USMG REQUIRED PLANTMG TECHNICaUEB PLANTED PARALLEL TO THE EDGE CdF ~ ~ 5 _ - - - - J \ ~ STRIP ~ p ~ PARKNG LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS AND OUTSIDE STORAGE SHALL BE EVERGREEN ~Z S STREET YARD', --1 - 2 I /b ~ - - - DRIVE / _ • rpiq ~ - h
~ SEE DET, A?C2,1 ' S METALLED AT A MINIMUM SIZE OF 18 MCHES, SPREAD OR FIGHT WHEN PLANTED AND REACH A MMIMtM HEICsN OFsb" AND ? Z I ~0' ~ oz I PUB ? © $ ~
A MMII"II,M SPREAD OF 30", REQUIRED LLt4TER WISE SHRUBS M OTHER I ~ ? Z LOCAT OHS, OUTSIDE OF THE AREAS LISTED A w v ~ i l MAY ~ EVE \ I
RGREEN OR DECIDUOUS, SHALL BE THREE GALLON M SIZE AS PER ANSI STAJ~IDARDS AT THE TIME OF MSTALLATION, / \ ~ GuARDRaIL~'- - 5 coNC. - _ - - - - _ STRIP - . - - ~ I ~
~j` \ ' 8EE DET. K/C2.1 ?7+00 .f„/ I l 39, - ,r. _ - li ii - - '~88
'PS \ a ~ THIS 18 A CONCEPTUAL LANDSCAPE PLAN, THE APPLIGA~IT MUST SUBMIT A DETAILED LANDSCAiPE P'LAJJ (WHICH DEPICTS / J ~"Q ~ctiD - rHE PLANT TYPES AND LocATI0N8) WITHM 90 OAYS FROM THE ISSUANCE of THE BUI ~0~ fi er~q ) I ~ _ / - - _ _ _ ~~`IT, +00 COG S I 1 ~ - -i- _ _ - + _ - TD. CONC,
LDMG PERMIT FOR REVIEW BY THE R'r'U St ~ ac PLANNNG DEPARTMENT, THE LANDSCAPE PLAN MUST BE APPROVED BY THE PLANNING DEPARTMENT PRIOR TO RECEIVING CF ~ ? . 5' DBIVEUl.4Y APRON W
AN MSPECTION FOR THE CERt'IFIGATE OF OCCUPANCY. ~ \ / r \ ~ i ¦ 8
WATERWISE PLANTMG TECHNIQUES \ L ~ ~ ti~ K~,, 0 ,4CCFg8--- _ - _ 3000 y ' W
~ ~ ~ / ~ ~ tia~ / ~ N81 48'40"W ~ - - . _ _ _ 3J+00
I, 801E PREPARATION FOR THE ENTIRE LANDSCAPE YARD INCLUDES rHE ADDITION OF ORGANIC AMENDMENTS TILLED TO A ? \ DEPTH OF EKoFIT l S) TO TWELVE ll1) MCHEB. ~ i ~ ~ I~ TOLD LOT LINEI T 9? ~ !LL-
~
' 1, ALL PLANTINGS IN THE LANDSCAPE YARDS SHALL BE MULCbED INCLUDING INTERIOR PARKING LOr ISLANDS UNDER LANDSCAPIN r G DATA ~
FIVE HWD~D 1500) SQUARE FEET TO A DEPTH OF THREE l3) TO FOUR l4) MCHES AND MAMTAMED REED FREE THEREAFTER I gR J ~c ' ti a s
PLANT NG AVC,. cA~loP~l' 'FREE tMDERBroRY 8HRU8 r0 AREA TYPE WIDTH RATE TREE RATE RATE OF ? ~ ~ KIUK LAND CORP.
3, EARTHEN BASINS ARE TO BE CONSTRUCTED AROWp THE INSTALLED PLANTS, a 3 w DB 5f~93 PG 2100 ' ` ~ DB 4883 PCs 1159
~ MINI ~ DB 5093 PCs 21Dm
wu n C I IQ I T AirP S' 7/100' N/A 4. PLANTS, AS PERMITTED BY THIS ORDINANCE, ARE TO BE GROUPED TOGETHER WHERE PO"15LE. WEST TYPE A g0' I,~~ R o,~ -r "/,g- TYPED ACL 95 ~0~8 1159 16 -
4/100 10/100 33/100, NORTH TYPE As 90/ J/ 40 41100 101100 33A00 F X30 Tj LANDSCAPE YARD, ZONED - LI Date 4 29-04
S. FOR ESTABLISHMENT AND SURVIVAL, PLANTS SHALL BE WATERED IN THE FIRST YEAR OF PLANTING, NORTH STREETYARD S' 1/100' WA 11/100, SEE DIET. AJC2.1 (UNDEVELOPED) GRAPHIC SCALE ? 38. Drawn FINELINE Cad s
EAST STREETYARD S' 1/100' WA 11/100' 6. IRRIGATION - IT IS SUGGESTED THAT DRIP IRRIGATION, WHICH INCLUDES DRIP MASTERS, BE USED FOR REQUIRED EAST TYPE D 5' WA , a 26 so 20 P ISORETENTION AREA w Check A. Will
LANDSCAPING PLANTING BEDS DURING THE REQUIRED ESTABLISHMENT PERIOD. AFTER ESTABLISHMENT SUPPLEMENTAL PARKING PARKING 1/100 IS/100 LOT WA I/11 SPACES DMJJ.E. OVER AND 15 ~ (61B SF) SEE DET. /C21 vER AND IW AROLNp Job No. 04-030
WATERING CAN BE REDUCED AND USED ON AN AS NEEDED BASIS, TRADITIONAL SPRAY IRRIGATION IS PROHIBITED EXCEPT e oREtEMrIOM AREA - FOR TURF AREAS' 0 INDICATES 40' TYPE A YARD WITH b' OPAQUE FENCE AS NOTED ON PLAN SHEET :NTION AREA A8' STREET YARD,
SEE DET, A/ C1,1 ( IN FEET J &Wet
I inch = 6m ft,
cl A

IFIGATION OF STORMWATER QUALITY CONTROL ENGII~ER'S GERT
CONDITIONAL USES I Gtt1{'y thlt, pureuent to gerlerelly eeceptsd snglnsarmg eunderde m the eoemu,Ity, It a aly prol'seelonel opx+la+ that runoff NOTE -ALL THE NECESSARY APPRovALB HANE/WILL BE OBTAINED SES NOTES
from tFle hnt Inch of rainfall h~om ersee that are rsqulrsd to bs controlled per 8selxxl 3®1 U2 of the Grse>f'Iel~oro Development FROM THE STATE AND CORPS OF ~CsINEERB FOR ANY WETLAND I, Uea -All those uea used x~ thle LI sons US 421 d x~ thlo LI sonlrlg dl~trlct exceps I. TOPOGRAPHIC AND GEOMETRIC pATA FROM SURVEY BY REGIONAL LAND BURvEYOR$, 8641
ter h 11fY been o1p to meet a exceed tht pISTURDANCE/ AND STREAM CR0881?~ pIBTt~BANCE. ~ Ordlnencs s eontrollsd by a permenerlt engineered etora+W+ que sy ~A 18n~ no new blllboerde w01 bs Ittsd, nutted, WEST MARKET STREET, SUITE 100, GREENSBORO NC 11 4@9, pATED JANUARY 13, 2003, ~
r ulremer?t xt tw Greensboro 8tormweter Menegement M+nwl, CA?~/ p°r^' ~•••N••y; ~ 'I E S S~ 1, No eccea w111 bs provided to Neville Road REVISED APRIL 3,1003, AND ADDITIONAL TOPOGRAPHIC SURVEY DATED APRIL 16,1003. w A Neville Road, except for employee ADDITIONAL GEOMETRIC pATA FROM SURVEY BY GIIINSKI SURVEYMG COv 111 GALES AVEy CIDER RD.
0~ 0'• 'i ~ y.~ ~ perlcing, until sash finis ae the propeniee to I propartiee eo tFls eeee and uaee are wINBTON-SALEM, NC 11103, DAfEp AUGUST 1001, ~
~q SE'J~ 7 ~ oleo zoned to en LI or enniler zonwlg dletnct~ PF.BK>!NATt~RE ; zonwl9 dletrlct. N vl
PE SEAL ~~J809 ~ 3, Tnad Drlvs well be sxeerlded to the pr Kta 1. TNIB SITE 18 LOCATED 2000 FEET FROM ZONE B (AREAS BETWEEN THE 100 Y A E LLE RD. ARRNGT Q E RAND 900 YEAR RD. z ~ to ehs properey a~ tht primary acts' FLOOD) PER F,I,RM, COMMUNITY PANEL 310111 @@86 C, EFFECTIVE DATE NOVEMBER 18,1988, Q
7 30 ~ DATE ; • ~F ~ for the property. 51TE N
~ '•~Q I N'G•~~ ~ b"x8" TAPPING .,4 NEW 15 DRIVEWAY SLEEVE AND 3. THE PROPERTY IS LOCATED M THE UPPER RANDLEMAN LAKE U.IATERSHED lEABT AND WEST T IAD DRIVE
''i, ((AN N e.~ PIPE • I,ml1 ELOPE FORK DEEP RIVERXWB Iv)
ENGWEER'8 CERTIFICATION NOTE OF BTOR"NU4TER QUANf ITY CONTROL h~ej~~r~~~jeee VALVE EX 15" b" DBL. CH CK SITE DATA
The storm enter control struetlrefe) shown on this len Is deelgled to reduce tFle pat-devsloplrls,t+t 1 yNr 24 hour storm scant DRIVEIugY PIPE E
end the 10 r 14 hour storm event to pre-dens ?etes. ,eN~r'~~r'r?rrr/ BACKFLOW PREVENTOR ~ gee CA IN ABOVE GROUND N p,., ~ ~ • • • ~ u " I, PROPERTY OUNER/DfvELOPER
• ~ NOT BOX ~ s S~ ~ - NEVI BLAND ENTERPRISES, LLC LOCATION MAP 1386 80UTH PARK DRIVE NO SCALE
. of o . - _ _ Wv ALE R _ _ _ 4~4D y• d ~ ~ KERNERSVILLE, NORTH CAROLINA 21284
PE,BIGNATURE : tq SEAL = P .REAL ~ - _ U SR 1913 _ _ CONTACT -DAVID &°ANGLER 1336) 99b-6060
DATE 3 S 'I5SO8 t ~ - 6f~~ 7 d ~ PUBLIC . _ R/W R~ W 2, REFERENCES EXISTING NEW A R C H I T E C T U R E
, • b 935,35 ' - - u> D,B. 4991 P, 590 `
~ ~ • ~ DIP WA D$. 9093 P, 1@96 E N G I N E E R I N G ATER"' • D. B. 5609 P. 119 DUILDMG LJ _ _ u
r e ~ ~ nl eer N~ ~ 0 5 E .n _ ~ 181.5• INV. u o'~ P.B, 5@ PG. 41 P L A N N I N G
FIRE DEPT. ~ 933.19 ' ~ , 1 „ I • J P.B, 96 PG, 95 BITUMMOUS PAVING
COMIECTIOP ~ u i•' ~ ~ I'
3, ADDRESS
8100 TRIAD DRIVE
~ , 15' BLDG. SETgA~ MODREHEAD TOLLNSHI I P, GU LFORD GOINTY ~ - GREENSBORO, NORTH CAROLINA
I
I I ~ S85•II' ! 3 3 S85•II' h CONG BLAB OR PAYING I N T E R I O R DESIGN 3 ~ 181.40'
I I ~ ~ r r I+ ~ " ~ ~ I 1 - - - - - CONT01~ ELEVATION -{IO@1-- l 4807-C Koger Boulevard 3.
1 ( ~ 1~2 SPOT ELEVATION = ll@@,a~ Greensboro, NC 27407
PLEZ AVERY TRANSGI - - . , DB 1043 PCs 92 I r I J. Tele hone 336-218-8282 - ~ P ' =8" SD = STORM PRAM L INE -8' SD -
ACL 95-1018-1160-IQJ I ~ y- r ~ Fax [phone] ~ ~ . • • •,......941 4, TAX MAP DAtA ~ ~ www,triad-desi n rou ,tom
ZONED - AG I I r 00~ 8' i r / (LUC I1 EXISTING WATER WELLS I - r , 1IE' a 11 ~ STORM pRAIN INLET 9 g P 95-1018-1160-1, -46 O
I TO BE ABANDONED PER I r I BTOFiM DRAM MAJJHOLE --f-
GUILFORD COUNTY , I ~ I I 0 ~ ~ ~.,I. I 5. ZONING DISTRICT I 1 PROFESSIONAL OF RECORD: , CD-LI -CONDITIONAL U8E LKItHT INDUSTRIAL HEADUl4LL OR ENDWALL
585' REQUIREMENT6 ~ 0 r I ~~3 X2'00" ~ - 0J. . ~4m. 1 I 1i ~ ~ n ~ ~ ~!!QE ~DRA~T 0) 1 '•-••••9a4 ICABE X3135) L. ALLAN HILL, P,E.
Q I I r AND VALVE _ I I 1 1 - -88- - SANITARY SEW;:R LME SS LVE I 1 ~~alurr
1 ? ~ 1 16~ ,1 6, EXISTING USE -UNDEVELOPED - S - 11 • .`~~,1 CA ~rrr, I 1 BAN ARY MANHOLE -Q-- , ti N Rp r,
BILLY C. HINSON w ~ _ _ _ I I ~ Ii~:.~•• 11 DB 2046 PG 631 m 1 ) 11 1 1, PROPOSED USE -TRUCK BALES ANp SERVICE - - - ~ • S S .
ACL 95-1018-1160-29 I I I ~(°~S ZONED AG ~ I 1 1 1 v ~ CLEAN OUT ~ ~F p• 11 ro . ~ 1 8. LOT SIZE • 19b1 ACRES -a- plOOp ~E ;
~ ~ ! 1I I I I 'I' -\~F 1 XISTI I • ~ 3 E NG BU LT UPON AREA 020 ACRES l@20%)
~ 0 ~ LUC I I,• .6 I ~ ~ • ~ L I I y+m 1 ~ ' • • . , AREA M NEWLY DEDICA1Ep RK~HT OF WAY = 1b0 ACRE8 CHAM LINK FENCE -X- ;
~ I 0 lDlpl _ S S I , ~ NEW LOT I = 1121 ACRES 0 1 m PROPOSED BUILT UPON AREA = 8.96 ACRES 149b1%) TREE LME / '•.•G I NEB: ~
~ I i } tp ~ i~ b `cab TEE.•' (9266; < c~`. - - ~ ACREAGE IN PUBLIC DRAINAGE WAYS , , , ~ ~ AND OPEN SPACE = A ACRES I b~( N n`
t ~ ~ ~ U ~ ',I I l~ 2" WATER AP 11 `r N I . , , 'a I 1 • •,tOTAL NUMBER aF PROPOSE OTS = I 8 LT FENCE r4 LAN 11 r 1 ~ D L 1 29 LDG, BETB,ACK ~ LINEAR FEET IN STREETS = CONG CURB t GU
• ~ '29 ~ ~0 , s ' 4 ~ '18"HDPE • S ,1 l OFF 81TE , ~ CO ~ S e-------_ ~ TTER as 1 JOSEPH I Sl~f'I~I~ DISTU ~ D•AREA .lag ACRES c1I~36%) SEPT. 01, 2C~~4
/ 1" \ 1 I ' DRAMAGE ' r r 1 1 11 PB 50 PG 41 ~ WDI D AREA= 9b1 ACRES f18b4%) ~ ---W---- WATER MAIN
I I CI TO i°OND .y b •.l a I N LiEtiITS LOUT ~ I I • . + , DB 4182 PG 1993 ~ W 1 ACL 95-1018-1160-44 ~ ,•~'"'••HAZEt'C.'TUGGLE.,,
n I ~ S84 24'50° n 0,5 ACRES I r i~ " 9; , ~ . 250 / r ' 8 ~ • ~ ~S + ` 93~ 1 ~ + PB 50 PG 41 T TELEPHONE CONDUIT T ~ Q I '1 I ZONED - AG ~0 ~ DB 3330 PCs 1089
I I .D I / ~ + 2.0% MIN, 6. I ~ + ~ CQ 3~ + i , ILUC I) ~ ACL 95-1018-1160-22 ---G---- GA8 LINE -G
I ~ ~ L r. I ~~,2,. ~ RPZ INSI v r I \ ~ _ ~ BUILDING 1 ~ ZONED - AG r 1 1 F ~ ---E---- ELECTRICAI. CONDUIT 1 OFF SITE • • . ~LUC U
I; I . ~ ~ ~ I', I ~ 2 MATER ~ I ~ ,r„ 0 1 ~ ~ 1 DRAINAGE dl ~ T ~ ~ FIRE HYDRANT Y'
I I ~ - ~ +r 'EXIT ' ' 0 POND ~ w 1 ' 1.b ACREa ca
TRACK I ~ !93?~,~, C ^ (OLD LOT LI ' TOLD LOT S84' • ~ GATE VALVE LIN 1 . ~ 30~~E ~ 0
I ~ ~ ,`i EXIT' - • , W III , - ~t~ , ~J t ~ ~ h1IT8•' ~ (OUT) • POST INDICATOR VALVE 8 , 8 ~ 84 ,
0 h , , ~ OlLN1ATER . . ~ I I , r, 1 SEPERATOR INSIDE BLDG. ~~(y1 ) ~ N '15'10"E ~ - Ci 1 bl' ~ I$I.Sb'
? ' ~ ~ I I ~ ~ I . ~ q~ • • ' SEE PLUMB. DW~SB. ~ , ~ ~y1 _ ~ Y THRUST BLOCK Q ,.r . ~ \ I ~ ~ ~ ~ 0
9 . I I ~ ti ' .f ~ + ~ • • b" PVC SEWER ~ , • r t ~ 4 FMPE BOLLARD o 0
I.I I ~ ~t ~e F. ~ z , , \ PROPOSED sERVICE • + ICI I ~ >pj + r ~ ~ M a'' l;l I ~ ~ I , ~ IN. .•ti' r< ) ' 1~ LIGHT POLE =0 C
, I ,I.,. , , . , , , 19 DING + I w r i~ r / I ~ , ~ ar + TELEPHONE OR UTILITY POLE ''Oa
' rf P RIIC01 ~ I ~ ~ • \ (~7 1 -
. ~ ~r '~8 ~ a• ?a
t~ r COQ ~
r r~ • + 3
r+ 1 rr ,
I t ~ 1 it 1 r ~
' ' , , ~ 2 TOI;IES " T 92 OP Z0''•• k A I 8 RD I 1 j I ' ~ INV. OUT 921,4 8" RD • . - ~ 21 - - - - PROPERTY /ROW LINE / 8"RD• , ~
~ 2m~ M~ 46,888 SF ~ ~ z~ MIN,- • y ~I, .12~, MIN. + I - EABEhIENT LINE ' ~ ~ ~
1 , I FIRST FLOOR•''' ~ ~
I~ I ~ ' ~ + , I ~ - ~ FFE 91~1.D ' ~ ' •i • - ? - SOIL CLA88WC,4TION O r ~ ~
1, 1, ~ I ~ • MiON ~ 1@(~.LF ~ VCP ~ ~ . ~ ~a + + '1` t 1~ r ~ PN OR PROPERTY CORNER ~
~ . Ex1T + , + , / r MAIN x,3;8 pRIVA`~ SEWER " ! ~ ~ ~ + • ~ ~ 1 + 1 ?Q STAGE MARKER OR PROPERTY CORNER MAIN ~'~,B% ,r ' . r ~ ` 1 +\111'l~1,, •
~ , ~ ..1.<.... I 1 4 , ,111 + `w...~ RIpRAI~ APRON - - -
1 ';~ti ! , / •,a , ? .BE:D,G/C2,4 BUILDMGBETBAUCLINE y t l 'ry• r . I ~ ~ ~ i f, ~ 1 , , .r., . a I 111 !
+ ~ \ \ r ~ I / off' : i', ~ , . ~ ~ ` ~ , \ DROP NLET / , ~ ,t , ~ ! CONC. ,...~.1.~ ~ a,1 •,.J..I.I ? ,?I I ~ 81pEWALK
+ / 1 TOP 922,4 / ~ : ~ , 4 O ~ • I '1~1, 1 1 1 1 ! a I I , I . , \ BWALE r ~ -1 1 1' DETENTIyy,~', 1 1 1 .II 0 0
' ~ . • • ~ ~ / ' ~ . • '1 I.1 I I l r l ; ~ RIPRAP POND . / ~ 'w
~ ~ , . C : ~ ' , 15 RCP / \ ~ . ~ ~ ~ , I , ' f?ROP, SAN. I"~H ~ 1 I, 1 '.I 1 , 1 I I'• I II I,~ 'O'VER > /a ~ , 1 Y I I 1 ~a"~ ,r • , PO01 , ,1 1 ' , 1 1 PONp
1 ! , I, I I ~ T ROCK CHECK DAM C \ IS ~EL,910~9 ,•.1 r I r , . . 1; ~ ~'l, , 1 1 ; I , , I ,I• ~ ARC
9 ~ l4p ~).g ~ ~ ''AND V + , o~ •'TOP 925,10 ~ ~ ~;t ~ ~ ~ 0~ ' ~ ~ CO 919 , . , ~ c M ~~?x0 C~ , h ~ INv. M 91b,4~! ';:sr, ~ , ` . ~ • ,'0l" I, , , ' , . , 3'•, ~ , re ~ " INV. OUT 9 ,22,E a~. , ~ , r • ' ^ 1 ~ 1 I I.1 ~ i 1; 1 ' 1 • ' I, i pE?E?'ITIO~POND TEMI°ORARY DIVER810N DIKE y 1.~. .f' ~~'I 1 i i i i~ 1 I ~I I~ ~ ~
? . . ? \ ~ . ~ a:;.~~ 4 PVC SAN, SEWER • 'o , ~ "I' , , 14 h ~ •iu'-'~. ''1 i, 11, , 1 I I'•l Ip EROOIONCONTROLMAT
~ ; + l , ~ ~ ''i"' SERVICE • 2!A%'MIN, ~ ~ a ),0 ~ N ? EXIT r. r 1 1+ 1'1, 1 I I 1 1 I CANOPY TREE W
~ ' r ? • ~ +Q ~ ~ ASS; ' C9~ , i' ; ~ 1 ..22m' LF'b~" YCP t ~.i . 3~ •.i. ~,p .•i'j w~,~~ ~ l + 1 1 1 ~ ,1 1 I 1 1~1 11 i7..r4 I,~a ~ _-~,i. ? I I",•.....-. ` r 411 1 1+ 1 1 1 1 X 1 1 1 ^,1 II 1 1
\ . ~ l 4" , PRIVATE SEWER MAIN ' ~ ® C ~~8 ~ ~ /B r , . ~ 916 . I;~ ~r 7.'.11 910 ~1, 1 1 \ ~ y 1~ I li•I
~ . } ' ~ 6 \ ? ~ ~ a ~ EXIT .('M ~ F 1 ` t 1 ~ 1 1 /j •1 III 1') ,
~ • ~ \ k0 ~ 6,g off' .a
, /I ~ ~ •,1 . ' 1, 1 1 't~? I 1 , 1 P1 \ 1 II I , • ~ ,
1•' r ',1 I 1, 1 I~hl, I, I 1 I I, tee, \ 1'1
, I' I I 1 ~I~I 1 1 1 1 a i , r R , 1 .n~.~. i~ ,
'li, 1 1 I I , „p 1 WEIR OUTLET ~ 'I ' ! ' ~ ~ ~ ~ ~ ' • I. 1 1 1 1 ip I ' 1 SEE DE1, /CITa ' - ~ ~
l0l~j I a X 1 1 1 1 , ~ q 9 IV'r ~V W~~I~1
t .,?Or~~ ? X I•~, , pr AND'. ~ C 7-~ 04 VIII VVI 1 li:l\T5 r i r! I 'a I I 1 1 r ? OVER \
~ ~ ' ` s./ 1 2 MIN, 0 r / ~ \ ~ ' 4J% ! 1 1 Lam. 111 ' 1 1 1'•I I I'! rf'IV- D1•Ibl I • L' ~ i 1 1 :a 1 ~ , '1 ' 1 15x2@ 1 1 , WET' ~ i3 1-13-04 CITY COMPIENTS
- .15'HDPE • ~ . a ~ ti 1111 1111 , 1~ , I I I, 1 ~5 A 'I p^ I,r- Y 1 r ' ''.1 1 1 d''' I I'' 1 I I I ; E'~~~ P01'1P ~I) , ~I . . p ',PAF) ^ 1 ^ I I I , I 1 ; I _ 6 18 04 GEN. REY,
~ ~ 0101 1' a. ~ n• I I ' I II I 1 ~ \ I ~ I ,
a, a.01'a' ~.1 I 1 1 1 I ~ ' , ~ , a. I t , III ,1 I Mk Data DseCrlpt,lOrl
s , .r• ~ , ~ ~ I \ ~ / I ~ , B ~ 1 POND I ~ , ^ , I 1 ' RIp~QP' APRON ~ ~ 1' 1~. 1, 1, I I~ ID. 1I "7' , ' r , ' 1 , , I, BOTTOFI I I c I ~ 1 SE8 BGHED. G/C2.4 19 BLDG.~SETBACKI I Q R@VlslOnB I I I I I c
I ~ , \ j`\ ~ ~ I 1• , . 9A 2'. ! v 111 I, \ ~ } • ~ ,I 1 I I 1 1 1 ,Ir . / I III I , ',I -
I / I ' ' a~8t'RIYi~#.OD,• , , , a , 1 I ~ I I I ~f~ '.r 1
~ 912 , • ~ ' ~ / ,1 1 , 1 I III , I `~J',p~w
ti 9 ~r ~
~ I
0 1 rr a ~ , 3 ,f 1 , ) _ ,TC,r. 1 ~ a r i 1
U IL TY NOTES Y ~ .yam I• Nl aa) - r ~ \ ',I 'rte ? m(~,,~,~~~ a 71 ; ~ 1 , I
480 LF 8" VCP 1 • ~ • , I, EXIBTMG UTILITIES SHOU.N ARE FOR Y CON T I I SERER (PUBLIC) ` ~ * ~ ~ _?~1I4 ~ 9 REFERENCE ONI- , TRAG OR SHALL VERFY W TH ~ ~
ti ice. ti ~91~ UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDERGROWD UTILITY LINES, ~ ~ -t' r~ rRi - x,18,;)' . 11 I.
2 ~ 0. i _25+pp ,FOR/,?iE / r _,r~ e. - IJ ~ I'~
2. ALL UTILITY BTRUCTUREB (MANHOLES POUJER 8 TC~ VISI L AT t • ~ ` _ ~ P1JB ~ POLE , E B E THE GROUND ~ I,/ BU~ACE WERE FIELD LOCATED. THERE MAY BE OTHER UNDERGROUND UTILITIES ON TH18 W , ~ 1 I'~ , $ I~ , _ , 1. v , , l
pI I C WMIL-M AR MW I OWAAJN VIM I MC MAIVO [ +o0 I` 1, C-Ec ;51
3. SEE PLUMBING DRAWINGS FOR CONNECTIONS TO BUILDING SERVICES. .28+00
~ ? ~"Cf "~~-ter -tom f~ri. % - -IF-=__ •1 till L CD r~ I 2 I t
4, ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO ORDINATION ONLY, SEE ELECTRICALU 0 PLANS FOR SITE LIGHTING, TELEPHONE, AND POWER LOCATIONS, CFO D. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A
1 30+00" l~300J ~y~ ? 0 i 2 Access - t'
\1 i x l % ST RE N81• ~r____3J+
MINIMUM VERTICAL SEPARATION OF IS", 2 ^ M 3 C
i. SITE UTILITY CONTRACTOR WORK SHALT. AT 6' z TERMINATE FROM THE BUILDING. / 5~1 LP'4N1 (OLD LOT LINEX r - - - _ TEp 0-
z 1, CONTRACTOR SHALL INCLUDE M HIS BID THE COST FOR WATER INSPECTION, SEWER TAP ENGINEER'S CERTIFICATION NOTE OF $TORMWATER QUANTITY CONTROL 30 / I / ~s cv m ~1 PE r/ C4 v"1
FEES, WATER AND SEWER INSPECTION FEES, WATER METER CAPACITY USE FEES, A stormwater manegevent study in not required for the bio-retention area, 8X 2 \ 8 SEE TRIAD DRIVE M'
? CONNECTION C08T8, AND BONDING (IF REQUIRED), than 10% of the total drama area to the site, Total dove area = 0.10 acres, Total drainage area to the site = 14 acr R Z ? KWK LAND CORP. PLAN AND PROFILE t W 05 5093 PG 2100 8 OR C0,1 FOR
9e ~"e^t a., rp ~ 0 SEPARATION - INSTALL WATER MAINS AT LEAST 10 ET LATERALLY Near 0 FE FROM EXISTING OR ,N rr ~ 50 LF 4"~ 9 D5 4883 PG 1159 CONTINIATI 50 LF 44 D5 5093 PG 2100
PROPOSED 9EWER8, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION, WHERE A 0- LiN CARP PVC PIPI PVC PIPE nVJ v ACL 95-1018-1159-16
FOOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAIN SHALL BE LAID IN A Z/ R T e 08% M Prm. S*NATURE • E S S / 0l l (TO DAY 05% MIN, 8 \ ZONED - LI DdlO 4-?9-04 1 (TO DAYL )1J
SEPARATE TRENCH OR IN THE SAME TRENCH AS THE SEWER ON A BENCH OF pF 0 Q-1/4 kqC 00 UNDISTURBED EARTH WITH A MINIMUM VERTICAL SEPARATION OF IS INCHES FROM THE TOP PE' s ; Q DATE ; 8 ~e \ (UNDEVELOPED) GRAPHIC SCALE ~ Drawn Bij FINELINE Cad
T . a ti 830, OF HE SEWER TO THE BOTTOM OF TbE WATER MAIN. SEAL ~3e. ~ eo o ~ eo ~ /~J \ Chock Ey A. HIII
i 15809 UTILITY OWNERS ON THE SITE ARE AS FOLLOWS SEWER AND WATER - CITY OF 151ORETENTION AREA w \ (515 SF) SEE DET, /C22 Job No. 04-030
DMUE, OVER AND WAR GREENSBORO, ELECTRICAL -DUKE POWER TELEPHONE -BELL SOUTH, NATURAL GAS 4, ~ N~. ER AND W ARD IND CO INV, 904.5
PIEDMONT NATURAL GAS, BIORETENTION AREA - "01,(ANN\ 1*10N AREA ! IN FEET J 81'>aQt RIF'RAP APRON
r,r raarNN~ SEE SCHED. G/02,4 I Inch = 50 ft.
C1 il

- -
SAW CUtB ll/8"x? 3/4" t i/4"xV?")
TACK COAL 2" TYPE 89.50 SURFACE 6" b" T I3" TYPE 1191dG BINDER FILL W/ JOINT SEALANt 18'_0" " Ig'_0"
1b' 123' PRIME COA . 123' , MAX, , NOTE ~
13 8HRU88 2 ~ q 2 B~NDJBS LY EQUALLY 8„ CONCRETE LOADING DOGC E EQUAL EQUAL WITH CONSTRJCTION SPACES SPACES SPACES
Y EQUAL , ~ _ EQUALL AGED SPACED A 6 ~ .•r• . JOINTS AT A MAX, 2,a'
SPACED ~ A , • SPACNG < EXPANSION JOIN78 AT A MAX, 6(d' FOR "W"26'-0" OR LESS 3 E D D E D D E D D E D
. i SPACING, EXPANSION E2EXPANSION JOINT I I I I
4 JOINTS SHALL ALSO p2p~MY JOINT BE LOCATED AGAINST PREF01~"IED
ONTRACTION JOINT RETAINING WALL, BUILDING, ETC. JOINT PATTERN EXPANSION
COMPACTED gu 9" V4"= 3/8° JOINT MATERIAL
T STANDARD 2'-(0" CONCRETE 8" SUDGRADE u2" PMF STANDARD 2 0 GONGRE E 1" "t.'
T YARD PLANTING MODULE STREE t CURB 4 GUTTER CURB GUTTER HEAVY-DUTY PAVEMENT EXPANSION CAP a ON UNBONDED SIDE
~ b" b" " ACE DUMMY JOINT EXPANSION JOINT •
PRIME COAT 2 8F9.BB SURF ' 4.. JOINt DETAILS 8..
123' 25' 25 25 123 ,IQ" I • b PREFORMED ~ ~
~0 ^J EXPANSION JOINT MATERIAL
6 BFNEJBB 6 SHRUBS _ . N 1 M • 2 i 1 xl SMOOTH DUJLS a A R C H I T E C T U R E
~ O,C. COAT BAR ONE SIDE ~ ~ ' OF JT. U,V BOND BREAKER ~ 't
ENGINEERING STAGGER UNBONDED SIDE ~ - =XPANSION JOINT d TURN DowN Aa
9" ALTERNATE DWLS. f~EQUIRED TO 9"
„ I. LIGHT-DUTY PAVEMENT 4" KEEP "A"•3" MIN 4.. 3' P L A N N I N
~ I 2 - CONCRETE SPILL 2 (o CONCRETE ~ SP LL ~ SAW CUTE (U8"x? 3/4" s U4"xU?") AT ASPHALT PAVEMENT AT GRADE AT ASPHALT PAVEIENT INTERIOR D E S I G N
CURB ~ GUTTER CURB t GUTTER s" FILL W/ JOINT SEALANT NOTE -ALIGN CKs JOINTS EpGE DETAILS 4807-C Koger Boulevard
o ~ a" WITH SIDEWALK JOINTS Greensboro, NC 27407
DETAIL B/G2.1 1. 8" Tele hone 336-218-8282
NO SCALE . TYPICAL SIDEUJALK DETAILS P Fax [phone]
www,triad-desi n rou ,com 99 P
Ru ABC i i I" xl'-6" SMOOTH DtUL9 DETAIL E/C2.1 ~ O,C„ COAT BAR ONE SIDE ~ SCALE
OF JT. W/ BOND BREAKER PROFESSIONAL OF RECORD:
b BHRUDB 3 SHRUBS WASH 3 e N T AY MENT CO GRE E P E CONSTRUCT >NSTRUCTION JOINT STAGGER uNBONDED SIDE •
i ~ U 8"1 STD, PIPE , , DWLS• VAN ACCESSIBLE L. ALLAN HILL, P.E. SIGN (AS REQ'D.)
TY E A PLANTING YARD MOD LE P FILLED W/3000 PSI GONG, , DETAIL G/G2.1 X00 PAMT YELLOW W/ NON- D~ a - - I r- - ~ CA ,,~I/
RUSTMG EXTERIOR PAMT NO SCALE TAI ,1 I I ~ DE L D/C1 , ~ ~ RE ERVED . ~ ~ _ _ ~ - RVED RESERVED RESE - - ~I . ~,F S .
123' 25' 2b' 25' 11,5' No SCALE ~ ~ ~ '
b' OPAf~IJE FENCE R,-8 - PARKING KIN PARKING PAR G _ _ ITH ~ ~ t r; :
RESERVED PARKINCs SKIN, SIDEWALK IS FLUSH WITH b SHRUBS 6 SHRUBS TYPE R1-Sd AND Rl-8d OR R1-SE THE PAVEMENT IN THIS AREA , 8 AREA : %
' AS APPROVED FOR USE , Rl-SD ~j ~'•N
' UNDER G8~ 2031-b GONG, (MOUNTED ON POST) 81 EWALK .~O~NE,., v. ~j . ~
B USE 'VAN AGGES818LE" D CAN
FINISHED GRADE SIGN M ADDITION TO SIGN Rl-8e WHERE SL. DN, SL. DN.
~ INDICATED . . . _ JUNE 18, 2004 IMUTCD R1 8 - i? x18) AXIM M
M U
FOOTMG, ~ ' 0 NALTY PE >n IMUM MAX
3000 PSI GONG, m 12H/N VA N $250 P NALTY E
' MAX nax~un ~ ACCESSIBLE $250 cr~TCD• R1-8E - Is'~?6")
F~gIJDIC,4r EPHCEO IELEB lF14LL 6E V4' I•ER I'. PER I',
MET,41. GAP ~ (MUTCD~ Rl-SA - I?"x9") IMUtCD~ R1-SD - 1?"x9")
WELD ~ GRMD SMOOTH u ~ II ~I I II
3 SHRUBS -b BHRJBB 3 SHRUBS 1,-0u u ~ u ~ COLORS L _ ~ I_ - ~ LEtTERiNG AND BoRDER•GREEN C
A IRk'OUSJ BEN C
TYPE 'A' PLANTING YARD MODULE TY IGA BOLLARD a" PANTED P L I ING TYP. WH TE L ON BLUE BAGICGROUND tING HEKsHTB BAgWROUND-WHITE altar, MouN I
' U ~ENGE eTR ~ ' UJ/6 OPAC~ E U~
DETAIL F/G2,1 5' , CONDITION 1 -PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND eIGN, HAND ICAP SICzNAC~E DETAIL CONDITION ? -PEDESTRIAN PATH GOES BY, UNDER OR AROUND SIGN, ~C
DETAIL A/G2.1 s oR a R~"1xhi," LG, ,Ta ~~•5 ~ DETAIL N/C2.1
SCALE I"•20' ~ ~'E 8' SPLICE BOLTS LANDSCAPI1~Ks NOTES s REa'D. PER JT. ' JT, IU6x9,0 ~ Q 'R NO SCALE ® i.
NAND (GAP PARKING DETAIL LG. W/81D. 1/81D, iv w~
11, LEGEND WASHED ~ I MED. WT, GALV, ttb48HER MED. WT, ~ ~ ~ _ ~ , n 5 40 F, F. 5 ~ ~ ER GUARDRAIL ~
CANOPI' TREE 2"fMMJ CALIPER AT TIME OF PLANT6IG IMM. 8 N HEIGNt) DETAIL G/G2,1 b" 18' 18' b" WHERE 4
UNDERbTORY TREE I"!MIN.) CALIPER AT TIME OF PLANTMIG !MIN. 4' IN FEKtHT) SCALE 1" ' ~"/xl~r" LG. HEX, BOLTS I'-' 2 REQ'D, PER POET WITH 3~r ? ~ NOTED ~
? ? MED, Wr, GALV, WASHERS c~ ON PLAN. 'b
IS"f MM.) HGT, AT TIME OF PLANTMG, 9i'YMM.) HGT. AFTER 3 YRS. 20' i SWRUDS P~ r EACH oR ?+~"/xlyt" LG, r 4~° 9. ?,3 q 4~ C 2 - 2.33 3 0 ~ HEAVY HEX, BOLtS ~t _ 2 ~ ~ ~ ~ 'C
2, ALL WORK RHAL L COrF01GIN TO GREEN880R0 DEVELOPMENT ORDINANCE SECTION 30-R-4 ~ ~ a• - • NOTE MAX t.URB ELEVATION ~ ~ ~ / i~ y
3. RPECIEB SHALL CONFORM TO CITY OF GREENSBORO DEVELOPMENT ORDINANCE APPENDIX 6. ~ - I;,, NORrIaL t I• 2 DIFFERENT FOR C
~ - CROU~I SECfiION S 0b0 CROWN EVEN WITH „ ` STD, ? b ~
4. LANDRCAPING RHOWV 18 CONCEPTUAL FOR BITE PLAN APPROVAL/PERMIT ONLY. CONCRETE DETAILED LANDSCAPE PLAN TO DE BUDMITTED WITHIN 90 DAYS OF DUILDMG PERMIT ISSUANCE. !TYPE A) 13/16 HOLES TOP CURB CONCRETE CURB IO ~ FOR BOLTS O
t GUTTER ~
6, AFTER COMPLETION OF GLEARMG AND GRADING THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE DERK~ER AND THE CITY OF GREENRBORO PLANNMG DEPT. TO ARBEBR WHETHER REMAMpJG ~ ti a NORMAL CROWN SECTION ~ CURB ELEV, ~ 'Q
TREE6 MEET LANDSCAPE YARD REQUIREMENTS. ~ DIFFERENCE GRADE ~ ~0
SPECIFICATIONS 0.60 I.bl ~ ~ ~ ` ~ PLAN 5 40 F,-F. 5
0,10' 1.94 'C MIN. MIN, ~
,4. PERMANENT SEEDING NOTES I, SATISFACTORY ROILS -UNIFIED SOIL CLARBiFICATIONB VATION 0.80 2.22 1,0 SURFACE 189b~ ` ELE ,
DEFINITION -SEEDING DISTURBED AREAS WITH PERENIIAL GRASSES AND FOR) GW, GP, GM, GC, 8W, 8M, ML, CL C~AURDRAIL 1,50 0.90 q. O
COMPACTION • COMPACT SOILS TO THE FOLLOWING PERCENTAGES OF LEGUMES TO PROVIDE A PERMANENT VEGETATIVE COVER TO LESSEN RUNOFP MAXMWM DRY DENSITY AR DETERMINED 6Y ASTM D698 AND SOIL EROSION PLAN TAI 2.18 3~ ?.5 BINDER l S11,5CI 4 ~ DE L K/C2.1 1,00 r ~
RUBGRADE AT BUILDINGS ~ PAVEMENT 100% FILL AT dUILDINGrb 1 PAVEMENTS 96~ PURPOSE - TO LE88EN 801E ER0810N AND PERMANENTLY STABILIZE DISTURBED ASPHALT ' 3.05 E~ . ~ No SCALE 1.10 4~ (VARIAB~ ~ ~ ASPHALT
FILL AT LAWNS 96x AREAS CREATED DY GRADING OF CONSTRUCTION 81TE8, I% 1.10' 3,33
3, PERFORM I COMPACTION TEST M SUBGRADE OR LFT OF FILL OR BACKFILL I I AVEMENT AREA OR 10000 SF OF LAWN CONDITIONS WHERE PRACTICE APPLIES -ALL BARE SOIL AREAS ON ~ • ' ' FOR EACH 6000 RF OF DU LD NG OR P " ABC
AREA CONBTRUCTIO~V 811'C8 WHICH ARE NOT COVERED DY STRUCTURES OR OTHER ER0810N CONTROL DEVICES.
D. PAVEMENTS VARIES DUE TO DIFFERING MANUFACTURERS DIMENSIONS SUPERELEVATED SECTION
I, ALL WORK SHALL CONFORM TO NCDOT STANDARDS, PREPARATION -PREPARE SEEDBED DY RIPPING, CHISELING, HARR;OWMG, OR TI N PLOWING. TO DEPTH OF 81X MCHEB 80 A8 TO PRODUCE A LOOSE, FRIABLE SEC 0 I''O" THE FABRIC SHALL BE FASTENED TO THE toP RAIL BY HOG TY ICAL STREET SECTION 40' FACE TO FACE
C CONCRETE RURFAGE, REMOVE ALL STONES, BOULDERS, BTUM}'8 OR DEBRIS FROM THE RINGS SPACED ~ ?4" INTERVALS. P
I, ALL WORK SHALL CONFORM TO AGt STANDARDS, SURFACE WHICH WOULD PROHIDIT GERMINATION OR PLANT GROWTH. pUMPSTER PAD C.O~G. STD.~606
2, CONCRETE FOR CURD t GUTTER WALKS, ETC, SHALL DE ?'c • 9500 P81 ~ 28 DAYS, AIR-ENTRAINED. INCORPORATE 800-1~0® POUNDS 10-~-10 FERTILIZER PLUS 500 POUNDS OF 3 STRANDS BARBED WIRE (4 POMT)
1 20>r BUPERPH08PHATE PER ACRE AND TWO TONS aF DOLOMITIC LIME PER ACRE DETAIL J/C2.1 3. CONCRETE FOR PAVEMENTS SHALL NA1/E MIN, FLEXURAL STRENGTH OF 550 P8 SOIL TESTS INDICATE THAT A LOWER RATE OF LIME CAN dE USED. TOP RAIL A b-IS-04 GEN, REY,
D. STORM DRAINAGE ~ SCALE I, ALL WORK SHALL CONFORM TO NCDOT STANDARDS, MULCH AFTER REEPMG WITH 18 TONS OF GRAIN STRAW PER ACRE AND EITHER ® Mk Dafe Daeulptlon
2, CONCRETE PIPE - ASTM CT6 CLA88 3 WITH BUTYLMASTIC JOINTS CRIMP STRAW INTO SOIL OR TACK WITH LIQUID ASPHALT AT 400 GALLONS PER
3. ALUMMUM PIPE - AA8HT0 M-196 AND M-191 WITH GABKETED JOMTB OR EMULSIFIED ASPHALT AT 300 GALLONR PER ACRE. 4. FILTER FADRIC - NCDOT SECTION 1066 -TYPE 2 ~V I'lOnB
b. RIP RAP - NCDOT SECTION 868 SELECT SEEDING MIXTURE AND DEBT PLANTING DATER FROM TABLE BELOW,
RY SEEDING NOTES 81 TEMPORA PERMANENT BEEDMG 7AdLE B STRETCHER
BAR BAND 3/I6"x3/4" STRETCHER B
DEFNITION - BEEDMG DISTURBED AREAS WITH ANNUAL GRA~86E8 OR LEGUMES REEDING MIXTURE SEEDING RATE fLDJACRE) PLANTMG DATER TO PR0IIIDE TEMPORARY GROUND COVER TO LERBEN 801E ERORION
I T I I GRADED CUT AND FILL SLOPES THAT TALL FESCUE 100 ' 160 LDS, AUG 16 - OCT 15 • TIE WIRE (M6 A ?4" CENTERS , TO BE USED O IE THE FABRIC
PURPOSE - TO TEMPORAR LY 8 AB L ZE f LOW MAINTENANCE) FED. t5 -MAY I TATION WITHM THIRTY DAYS AFTER • • e CANNOT dE SEEDED WITH PERMANENT VEGE TO BRACE IL
COMPLETION, TO TEMPORARILY STABILIZE GRADED AREAS OF BABE ROIL TALL FESCUE 200 - 260 LDS, AUG IB - OCT 15 • BRACE RAIL
WHERE PERMANENT VEGETATIVE COVER 18 NOT NEEDED OR WHERE GRADING WATERW,4Y8 AND LAWNS FEB. 16 - MAY I ° • • • HA~4 NOT DEEN COMPLETED AND PERMANENT SEEDNG WILL DE DOVE LATER (HIGH MAINTENANCE) • • • • J
• CONDITIONS WHERE PRACTICE APPLIES -WHERE BARE SOIL HA8 SEEN EXPOSED BLEND OF TWO TURF-TYPE 200 - 250 LD8 AUG 15 - OCT 15 • '4- 0 ~
DY GRADING, AND VEGETATIVE COVER IS NEEDED FOR ONE YEAR OR LESS. MAY S f90~) AND FED. 15 - MAY I ~ ~4 TIE ROD
RUCH AREAS AS TEMPORARY SEDIMENT POND, DIVER$IONB, 801E TALL FESCUE • • INCLUDE TWO OR MORE IMPROVED • RTOGKPILEB, DUILDMG PADS, ROIK•H-GRADED RDAD BANKS, ETC. ~'~KY DLUEGRABR • • W
vA I TIES f 106) ~ " • • • • • WIRE CLIPS IE8 t0 BE USED TO ATTACH F IC TO F'OSt 0
PREPARATION -PREPARE SEEDBED BY RIPPING, CHISELING, HARROWING, OR R E H OF AT LEAST SIX INCHES 80 AS TO PRODUCE A L008E, !HIGH MANTENANCE) • • • PLOWING TO DEPT ll2" CENTERa
FRIABLE SURFACE; hJCORPORATE 150-1,000 POUNDR 10-10-10 FERTILIZER AND TALL FESCUE AND KOBE 100 L88, FEB. IB - MAY I • • ,319" DIA, ROUN W
AC (NOTE LIME MAY NOT BE • UP TO TOW TONG OF DOLOMITIC L ME PER RE A BPEDEZA " 20-25 LDS, AUG, 15 - OGT 16 • IF A SOIL TEST INDICATES A Ph OF 6.D OR HIGHER) MULCHING IS OR KOBE LE DEEDED ~ • • ROD UYTU
REQUIRED ACCORDMCs TO THE GAME SPEGIFICATIONB A8 FOR PERMANENT TALL FESCUE AND 50 LE?S. NOV. I - FEB. I •
REEDING UNLESS WAIVER dY ROIL 6CIENTIBT, SELECT REEDING MIXTURE AND BER~A LEBPEDEZA 60 LDS. fUNSCARIFIED) • DEBT PLANTMG DATES FROM TABLE DELOW. •
JUL. AND AUG. TALL FESCUE AND 60 LdR, ~..I 'I' f 1, , f 1,
TEMPORARY REEDING TABLE GERMAN MILLET OR AND .,.L~ ' TENSION WIRE h GA, . I ~ . I ~ r l ~
I REEDING ROTE fLBIACRE) PLANTING DATER RUDANGRARR 90 LDR, CRITICAL ROOT fl' PER INCH DBH) SEEDING M XTURE ~ e'. j 1. 8' ~ I I lm' OR 1?' ~I .I ; ~ E I L'I I • in
JAN, I - MAY I TALL FESCUE AND 10 LdB, NOV I -JAN, 90 RYE GRAIN AND 120 EBB. R:YKsR41N 26 EBB. b I• . 'I I, I. I , r FENCE WHERE ~ ' .I I ~ R OR BRACE P08T ~ I I I I' r -NOTE-
LEBPEDEZA b0 LD8 METAL FENCE SILT FENCE WHERE KODE ~ ~ POSTS ~ b' OG SILT FENCE 18 REQ ~ FENCE IS REQUIRED iv , ~ I~ I CORNE .'I LINE P08T I I ' "
MAY I - AUG,16 Ca"I~ BERMUDA- 8 LD8 f HULLED) APR IB -JUN, ~ ORANGE DERMAN MILLET OR 40-50 EBB, ~,q88 B - 2 0 LDS, FEB. I -MAR 90 E ORANC~ , : ~ I ; f SEE GATES FOR GATE POST . I I . I ~ l 60 HEKsHT FABRIC AND UNDER 6H,4~LL -YE?N1,LENE , I, I . DIMENSIONS) NAVE 1? POST SPACNG, OVER b>a FABRIC
RUDAN GRABR fUNHULLED) POLYETHYLENE e SAFETY NETTMG I : , IN HEIGHT SHALL HAVE 10' SPACING ~n' ?~E1tING ~ Date 4-?9-04
RYE !GRAIN) ~0 LBS. AUG. Ib -DEG. 30 ~carlTi~d tss, For 1aa rau end ul~m~r ~ CONCRETE ANCHOR ~ CAPS ARE REQUIRED ON PIPE POST,
/MdY 41I•i1ATITITF Ad7A _ Far ~I''Ing ~s~dling~,_ua u J 1pp~due . ~ _ Drawn BV FINELINE Ced
^ ~wpm8~, w. urw.onn~u ~~ww, i ~ BEFORE OCT. I OR F 10, gM g« iitI 3. ALL CHANGES IN DIRECTION OF FE4f:E LINE
WHEAT FROM OCT, I - Annuals such as Millet, Sudangrass and brain nwt be kept at 10" - 11" n OF 30' OR MORE SHALL BE CONSIDERED Ct ck By A. Will AS CORNERS.
NOV,1b' naximm height, TREE PROTECTION TYPICAL FENCE DETAIL Job No. 04-030
ANNUAL RYE GRASS 40 LOS, AUG 15 - NOV. 30
U,EEPING LOVEGRA88 , b LBS, MAY I - AUG, lb DETAIL L/C2,1 DETAIL M/C2.1 &wet
* WEEPING LOVE GRASS IS A PERENNIAL GRASS 15UT IS INCLUDED WERE NO SCALE No SCALE C2m1
BECAUSE OF ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY SITES.

ABOVE GROUND ENCLOSURE SIAMESE HOSE CONNECTION w WIl1) HOSE CAPE t CHAINS ~
CLEANOUT SHALL BE ~ IFAGE CAPE TOWARDS DRIVE) 3
GONG. I" ASPH, CONC. SURF. COURSE, TYPE I -Z "J08AM" Mbbm44 ~ NEW ASE COURSE, TYPE H OR 61T, PAVINCs 5 ASPH. CONG, B cAet IRON IN ~ILV DBL, CHECK VALVE
b" ,a,>3C 12"x12"xb" CONC. PAD 4'_~° NOTE
(Ib"xlb"xb" IN COVER SCONE BASE ASPHALT PVM1T,) W-E,,~T PLUG BOLL BOLLARDS HYDRANTS SHALL BE i ~
_ AS INL AS INDICATED CITY OF GREENSBORO ~
~XI9TINCs EXISTING cLEA~IOUT Box ON Sit BACKFILL W/ - ON SITE PLAN STANDARD 3-WAY HYDRANTS, i VALVE BOx
AR ..---LINE OF - - - - - - GRADE VALVE GRANUL i t GOV MATERIAL i EXCAVAT ON 6 t DOVER ~
COMPACT W StOR'M NE ~ I n ~
IN '~'r
LY TRIM \ DRA _ , ACCURATE . ,Q r SUBGRADE TO SHAPE APPROVED BACKFILL , .t.
aF PIPE ACTED PER SPECS. ~ x COMP ~
Q u8 BEND - 4CONG, PAD TO BLDG, W/S xl1 BLOCKOUT i
NOTE 6" DIP
1'_m" i m OD UTILITY TRENCH 0 - TYPE N BINDER b" GATE N TE ~ ARCHITECTURE GATE HYDRANT VALVE MUST BE
TO BE INSTALLED IN TWO > VALVE ~L~ RESTRAINED TO HYDRANt
DETAIL B/C2,2 Z I~~~ LIFTS OF MAIN of I NOTES ENGINEERING MAIN OR TEE WITH TYLER SW vEL aTER HYDRANt FITTING OR EQUAL.
T NCN ~3EDDING No SCALE cABT IRON y WATER RE OR PVC PIPING- FIRE LINE - ZE LINE I, ALL REDUCED PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED P L A N N I N G ALL MATERIALS DOWNatREAM AgpyE GROUND IN A HORIZONTAL F'081TION,
DETAIL A/C2.1 TONE OF FIRE DRPT. CONNECTION 1 BST OFF yALyES SHALL BE RESILENt BEAT WITH FLANGED ENDS roNE !5E UL/FM APPROVED.
_ CRUSHED S ,q~„L AND HANDWHEEL, INTERIOR D E S I G N OGKING ~ f IOR AND EXTERIOR IRON SURFACES SHALL HAVE EPOXY BL 3, ALL NTER I/AUAUA C550,
~ ~-E I PATTERN CONCRETE BLOCKING TYP CAL PER APPLICABLE SCHEI :ABLE SCHEDULE COATINGS TO GONFOp'1 TO ANS C0~8 WITH ONE
fi ICES SHALL HAYS 4 TEBT 4807-C Koger Boulevard 4, THE BACKFLOW DEV I OF THE INLET GATE VALVE. INSTALLED ON THE CITY B DE Greensboro, NC 27407
4% q NYDRAT` TTING DETAIL 5. APPROVED UNITB - HERSEY 6CM, WILKINB 315, 415 oR 915, Telephone [phone] HYDRANT SE 16YD Se0/BSOv, WATTa 990, 991, 909 oR 009, _
M~' ry 0 UNDERGROUND PIPING FEBCO 815, 860, 8 ~ _100 AMES 400088, 40018SN, 4001882 Fax [phone]
, DE TAI /C2.2 CONBRACO am-100 oR 4m , DE ~ D 500058, 50018s, www.triod-designgroup,com b, APPROVED ABOVE GROI~ID ENCL08URE8 - "HOT BOX",
A ~ A - T TO TRAFFIC BEARMG TYPE (TYPa r dt° p( CLEANOU BE NO SCALE HYDROCOWL, 81'11 lMODEL'~B68-EHPDZ, 880-EHPZD, BIIO-EHPZD,
I n CLEANOUT DETA L BI55-EHAZD) OR BFP IMODEI ~ 640-APD, 800-APD, 950-APD OR 1150-APD) „ 08URE MUST HAVE A DRAIN, PROFESSIONAL OF RECORD:
4 i. 11 ENGL li?'~ °n PENEtRA- L. ALLAN HILL, P,E.
rr ,N DETAIL C/C2.2 LOCKINCs 6EGtI0N B•B q I 8'4" ~ .I ; T1oN atop N CK DETECTOR ASSEMBLY ~,111!'~~, ~ , a DBL. C E i,,~
NO SCALE R NGS ~ JN ~ t ABOVE GROUND INSTALLATION _ ~N OaRO In ~ Ili „ ~
= RING t COYER }COL 4 7 ~ / , „ , „ DETAIL. E/G~.2 ;
n s 1 CORE •~lo HOLE, TYP. Q - I~ ~4 ~4 ;
= `n ~ NO SGAI.E ~ ~ ~ •
4"I m.4m' GRADE RING ~ 2 .D AEA DATA - TENTION R ; BIORE ,F
261 CONES _ Q FI TER BED SURFACE FILTER BED SURFACE PLANTS REQ'D, ~ '•.NG 1 NE~:
1" 4,25' '0' RING JOINT ~ 533' _ I~ TION DRAINAGE % IMPERVIOUS RY L 8 / AC. i` • BIORETEN 10.05 + (~09) % IMP.) AIWA REQUIRED AREA PRDVIDED 1000 STEM ,4q~ AREA AREA f 10~ x Rv x DA.) •i~ SAN
PLAN ASTM G-361 1~mm' ~Illna~~~
5" 133' RISERS I, M.H, STEPg 161' 25 4 n,1x Os048 O,Di~ 0,013 Ac' 13 JULY 30, 2004
4 -m ID 4,mm' 23':14° , . COPOLYMER I Oba Ac,
~4 Ric 1311 " a 2,00' BASE ~ Iii POLYPROPYLENE PLASTIC
_ NOTE NOTE -SEE LANDSCAPMG PLANS FOR PLANT SIZEB AND LOCATIONS
b" in ~ ~ ING TO BE ANc-HORED WITH g~~~ MANHOLE R 1 TION OVER WATERSI~D PROTEC?ION •3 DEFORMED THE GOVERNMENTAL OFFICE HAYING ,~1RISD C tION AREA6 FOR
CLASS B REDHEAD STAINLESS ~rEEL ~ S ALED BPT EN RING AND THEIR A881GN8 HAVE RIGHT aF ACCESS TO THE BIORETEN ATOP STEEL ROD I C110N AND MAINTENANCE EI~ORCEME?'I?,
6'-1m" ~ ~ ANCHORS AND E WE 've AND CONE WITH BITUMASTIC SEALER NBPE
_ - 6'-m" PRECAST INV. 1A 3~n TION AREAS ACCORDING TO CTION A-A OWNER IS REQUIRED TO MAMTAIN BIORETEN ~SBOR,p 81< MANTENANCE PLAN AND AT THE DIRECTIgJ OF THE CITY OF GRE
USE tHIS RING AND COVEa IN NON PAVED AREAS, 31~a" PENETRATION rloN
SECTION A-a 51,8,E C
NoTEa 81 A MANHOLE STEP STAND RD ~
TM G-418. 11" 1 GORED ASTM A-48-61 CONCRETE SHALL BE 4,000 1°81 AS PER AA HOLE,TYP. FOR P' CONCRETE MANHOLE O FOR PRECAST
A MAX, OF 3 GRADE RINGS SHALL BE USED, 4.. Z5° 4 ON NEW INSTALLATION ~ IA) MINIMUM AVERAGE uIEIGHT OVERFLOW D V
ALL MEET ASTM G-~S (4' DIA) OR ASTM G-418 l5 D 33 W/14'ht14" GRATE (COG STD. 410)
STEEL REINFORCING SH RING - 118 L~sg, 10,15 DETAIL. J/C2.2 ToP 9 O
a RED AFTER rl H,18 SET IN PLACE ON BRICKS. COVER - 115 l gg, 8 CONC. BOTTOM t0 BE POU " INY, 904.15 ~ NO SCALE
" I EPTH SHALL BF PROVIDED WITH STEPS I -4 O.C. SECTION TOTAL - 333 t_gg, MANHOLES OVER 3 6 N D it : ~q~p, No. 4 DEfORMED STEEL ROD STEPS ~ ~ ~ ~
STEPS SHALL BE ~-CORROSIVE, PLA81 GRA88 80D FILTER STRIP OR ~1ED INSIDE AND OUTSIDE BUIQFACEB FABRIC 1 ~ ~ v ~
MANHOLE SECTION JOMTS SHALL BE GRa 80D W/FILTER SSARY TO TE 5,4NITARY MANHOLE (WHICHEVER IS NEGE ~ TEST PRE55URE OF 150 PSl Q ~ BASED ON ~ •O
NTRIG PRECAST ~,ONGRE c H RING ~ COYER PREVENt EROeION a~D STANDARD EGCE ,nT,4NDARD MAN OLE ATloru ~ ~ ,~i ~ i~"r NON-PEJ'~~ ~ ~ ~ 4 PIPE ~ ~ / P~ i ~
ITH MONIOLITNI~% BOTTOM ESTABLISH VEGET W / 2,2 AROUND PERIMETER OF DETAIL N C BIO-AREA , , ~ F3 0
NO SCALE ~ ~ ~ N' e
DETAIL C~IC2.2 ,
NO SCALE STONE , T~., , w ~ Q ,l a al C O 4
DIAPHRAGM ~ ~ ~ ~ l i , I 1 / i v/ ~ ~ M h J H Q ~ •J
EL. f' ? HARDWOOD I , , ~y s/i r, w ~ ~ ~ O
SHEET FLOW ~ _ ~ .G. i I ~ I 1 1 i ~ ~ i I~ Q ~ ~ 0 J 1. ~i x~ ~ v x Q i I I I 1 1, , /i ~ ~ ~ ~ J J~Q ~J VJ
BERM ~A~ I 1 I 1 i ~ i ~ i ~ ~ to J J i I I I, n 1~ I ~ H J
EL. E PONDING EL - FILTER BED ' I I I m ( ~ ~ - v 1,~ 1 W ~ NA, iii
. i m i I I I I I 1"~ i v ~ _ F Q n Q AIL ~ W I ~ 1 I MUkGH J ~ V to Q lL
•
1' . , . 4" PVC CLEANOUT ~ i b I
I I I ~ ; 1 ~ ~ ~ BtONE DIA,PY4RAGM pli4 812 1 FT 1 I
• ~ , .SAND. fILTER BED ^ I I I ' r , . , I 21 i~ 1653 1 FT
. ~ OVERFLOW • ~ o o NCDOT nb GOG STD. 410 ' 1 I I.~ ~ v 1 GRASS SOD,FILTER STRIP 2 I I I I 4 I ' I I ' ` SEE DET, 11 45 3241 I FT I I ' ' ~ ' ~ 1 I I I 2 b I
• ~ ~ • , WASHED ST~ , DROP INI.E • . ' 0 Qo W/24 x24 GRATE i I I I k 90 5994 2 Ft 3 I , 1 I I 1~ ~ i• 2 I 1 1 1 4 1
. ' Oo0 00 00 • 0 I , ~ ~ ~ y ~ 4 o PERF. PVC ~ PLUG 4239 I FT
. o . ° 0 GRAVEL 1 SAND BIO-AREA ~ I I I 1 .Xi 8 I I , I I 1„ ~ , 1 FT 1 1 I 1 I 2
. 0 O ' FI TER O Oo " po INV.9m415 L ~ I , I 1 ~ ~ ,r „ • ~ ~ ~ 11 i4 1444 3 1
b EL, 1 i 0 ' GEOTEXTILE ~ i ~ ' ~ K~ 1 1 li • 1939 I FT1 2 I 1 1 I ' i , IO 1~\, / ~ 22 a I 2 6 I
. o 4"o NON-PERFORATED FABRIC A 912,0 ~ ' UNDERDRAIN PIPE 'g' 91015 ' I ' I I ~F ~ 45' 5113 2 Ft 3 I I I ' I I I i' ~ ~ 2 2 3 II 2 C 1-30-04 CITY COMMENTa
AYLIGHT) °O 0 (TO D 4 1 PERFORATED PIPNG 0 ~ m,5% MIN, W/G,RAVEL JACKET, 'C' 910,0 i \ ~ I. I I I ry` I 90' 1(4656 3 FT 6 1 2 • I I ' 1 ~ 4 I 1 1 2 $ I COMf'1ENTa
_ SEE DETAIL ~ gmb,~ , I I I I 1 ,T~ PLUG 1536 1 FT B 1-13-04 CITY
NOtE 'D SOAPING PLAN ~ SEE LAND ~E~ 910,15 I I I I 1 ~ r ~ 10 - N, REV, I ~ I I 3 I A 6-18 04 GE I,,•' I y,. ~ llli4• 2256 1 FT 2 1 I
FOR f'LANTMG9 i I f I I ' , • ~ ' , . 1 3 1 1 1 2 5 i Mk Data DQecrlptlon ' I I . ' ~ ~ ~ / 22 i~ 459? 2 FT
COMPACTED 55-SECTION elms ~ - TENTION AREA CRO OTEXTILE FABRIC SUBGRADE TYPICAL BORE GE 'G 910,15 ~ ~ I I h / 1 I ~ v 3 Ft 5 I 2 2 3 10 Rfvlelon~
~ ~ RIPRAP 0, DEVICE 45 9020 I ~ , P/C2,4 t2 g 2 3 3 5 11 1 ~ ~ ~I ~ BEE DE gm 16651 5 F 2
" DETAIL L/C2.2 ? 6 BCFEDULE 4m PVC ? I ~ , X9/0 ~ !NOTE RI IQ - 3 FT b I 2 2 3 12
PERFORATED PIPE NO SCALE ? ~ ~ CO ~ ' ~ i BE SH PE S LEVEL PLUG 11115. ~ ~ INY, SPRE ) 12
T ? U11TN GRAVEL JACKE ~ ~ , 2 i I I I 3 I " rF i 48 I FT
RFORATED PIPING PE N CRITERIA A EA DE51C~ TENTION R BIORE :ITERIA . ~ R~ II 4 32 1 I , ~ ~ ~ ~ ~ ~ i~ • 6612 2 FT1 4 1 I I 2 ~ ~ 22 a 3 13 2
DETAIL K/C2.2 2 1 45 12988 3 FT 1 1
NO SCALE I. FILTER BED ACE MUST 8E LEVEL t0 ALLOW FOR UNIFORM" • THE FILTER BED SURF MAX~MI~ PONDnJG DEPTH SHALL BE b . THE IFORM 3 N 24 BE b", THE 23916 b FTC I2 1 3 3 6 •L - A A ~ J
PONDING OVER THE CELL. QUATE PER`1EABILIT`' 10,5 FT/DAY) AND PLANTING 801E SHALL HAVE ADE T LIFE IT SHALL CON818t of 5m% > AY) AND BIO RETEN RE 4 n 1 FT/D 2 2 I t aF 50% PLUG 1695b 4 Ft 9 I !B
AREA ORGANIC GONTENt TO SUPPORt PLAN I A MAXIMI,~1 CLAY LE FOR BIORETENT ON LEAF MULCH, AND 3m% toPSOIL W tH 1 CLAY TAI M/~2.2 I ARE FEET MEASURED DE REACTION BEARING AREA N SQU
MAINTENANCE SCHEDU BAND, 2m% tHE foLLOW~G FRAY TIME CF TFE YEAR CONTENT OF 10% OR LE88, THE SOIL SHALL AL80 E FOLLOUIING IN THE TRENCH SIDE AT AN ANGLE SCALE I" • 10' 200(4 PSI IN A VERTICAL PLANE
FREQ~Y THE ~ TFE YEAR cl.I,gRACTERISTIGB DEBCIBPTION METFIOD CONCRETE OF 90' TO tHE THRUSt YEGtOR W
PLANTS PH RANGE 5.9-6.5 ORGANIC MATTER 1,5-3m% "-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY, USE b
MACaNE81UM 35 LB8/ACRE AL AND REPLACEhEN1 SEE PLaNTIWG 1UICE A YEAR 3-16 t0 <-30 AND /ACRE NOTE
YISUAI. MIONiNLY MGNINLY I gpECFICATIONB 10-I TO fl-30 PHOSPHOROUS(p205) Imm LE?S 1 AND REPAIR OF ALL DEAD AND D 8EAt1E'D I (K20) 85 LBS/ACRE SPEC CONSIDERED POTA88 ~ T EXCEED 6mm PPM EROSION VF.~ETATICN SOLUBLE SALTS NOT 0 GROUND ~ 1 TIG WATER SERVICE AND
A>61,l,4LLY SPRING BEYOND 1REATMENT APPLIES TO DOMES CTION ~ WA`~ER MAIN UPSTREAM OF THE FIRE DEPt. CONNE ~
TEST PH i~T~' OR WA VARIES, DEPENDS ON MSECT 2. MULCH LAYER IST OF HARDWOOD MULCH OR CHIPS SEA TREAT ALL DISEASED MECHANICAL 7R CHIPB ' J . VERY ~1 RODa A SAS FOR
OR DISEASE INFESTATION THE MULCH LAYER SHALL THS. THE MULCH SHALL BE VERY A TREES AND SHRUBS BY N~WD WITH AN OPTIM0.N'1 AGE OF 12 MON TIC6 ETC, LNG R~ STANDARD REACTION BEAR
TE8 SOI GLEAN. FREE OF WEEDS, SOIL, ROOtB, PL , 1 L TOXICITY TESTNG EVERY 5 YEARS SERVICE WI4IERMG CF PLANT MATERIAL BY HAND IMMEDIATELY AFTER NJA ONTAL WATEi~ f If E BENDS NOR Z
BFIALL TARE PLA,~ AT ~ ~D 3, UNDERDRAIN SYSTEM IST OF PERFORATED PIPINCs WITH A WITH A SUFFICIENT BEARING
OF EACH DAY FOR 14 THE UNDERDRAIN SHALL COMB I SHALL BE PLACED AT THE SOTTO ORGANIC LAYER I DAYS AFTER GRAVEL JACK.Et, GEOTEXTILE FABR C AY FROM GETTMG INTO THE AT THE BOTTOM C.O~C7, STD. ~I(db x, INTO THE AIWA TO SUPPORT
NAIL WI~VER NEEDED WaENEYER NEEDED ~ ~ aF 7HE EXCAVATED CELL t0 PREVENT CL RFJ'ULGH ANY VOID AREAe BY PLANTMG HAS BEEN COMPLETED PIPE, THE PIPE SHALL BE BGI~DULE 4m PVC AND 6E PLACED ~ I I ACED ON TOP OF CONCRETE NO SCALE ~ FEET, (SEE CIVIL
A THE FABRIC, A RUN OF PIPE SHALL BE SPACED EVERY Im FEET, (SEE c ti PREVIOUS MMILCH BY HAND ONCE EVERY TIW SPRING ~ BY HAND AS NEEDED NI ANS FOR EXACT LOCATION), THE BOTTOM OF THE CELL SHALL BHAL.L
YIHG TO TREE YEARS ITIVE SLOPE TOWARDS ALL Pif'E8, THE LONGITUDINAL LAYER BEFORE APPL q~Y REMIOVE STAKES PROVIDE A POS 7NGITUDINAL WATER LINE STORM SEWER A LNG AREA FROM CUBIC YARDS OF CONCRETE ANCHOR VERTICAL BEND BE R
IONAL) PLACE STAJCES AFTER G>`E BY HAND 01'~E A YEAR SLOPE OF THE PIPE SHALL BE m.5% AND CONNECT TO A STOFE'18EWER NEW LAYER (CPT RE M 1HE SPRIWG SYSTEM OR OUTfALL TO A CHANNEL IN ANON-EROSIVE MANNER NON- DER FOR NQRIXONTAL I ~p TABLEa I~ • 2?~a' BEND 45' BEND -
Y HAND WAVER NEEDED WHENEVER NEEDED YEAR TED PIPING SHALL BE CONNECTED TD THE UNDERDRAIN AND REMOVE DEBRIS AND ALL B PERfORA RDRAN BENDS PIPE DIA. 114 BEND I ~ Daee a-?9 04 ANOUTB. S12r 1653' ~i C,Y, 3241 1,0 C.Y,
MATERIAL BY HAND NIA WHENEVER NEEDED Epp TO THE SURFACE OF tHE PLANTING SOIL FOR CLEANOUTB. fL0A1ABLE MATERIALS W4TERMG OF PLANT NOTE 6 « ~ =i C.Y. 5113" 1,5, C.Y, Drdan By FINELINE Ced
r.,ecv n~v MMITLJP, ePRMCsfALL s~.,~.re?ifvv.i a eutmlr,A _ _ _ _ .,,..r., awe„~.-~ tiun s'~ 1444 ~/a C•Y, 2939 4
CHECK FILTRATION RATE v ~ ° f G^ GENERAL A MINIMUM OF 3 SPECIES OF EACH TREES, SHRUBS, AND DENSITY OF :IMACen, OF Cly.
Y MONTW Y OBSERVE FILTRATION VISUALLY EVERY SIX mWM SPRNWFALL PLANTINGS SHALL BE PROVIDED WITH A MINIMUM PLANTMG DENS pJbPECT PAYEhENT VISUALLY 1MONTNL NC R DEtAILMG, WATER MAIN UPSTREAM OF APPLIES TO DOMESI K, WA r-m v=rw-Y'~F ~.r. 2.55 CN s DENS THE FIRE DEPT, CONNECTION 10.- 2256' '/4 C. Y. 4591001=i4 15 C.Y. 902 tCk IN A Will C.Y. 6611 C,Y, 12988" 3.5 C,Y,
1000 STEMS/ACRE. 8EE LANDSCAPING PLAN FOR FURTHER DETAILING. MJTERFACE FAIR CRACCKM KING - P PEWERFORMANCE 12 3248« 1m Job No. 04-030 C.Y. 111560 30 C,Y, 00 bm G,Y, Ids 13 09
OREAKAGE INSPECT ENEI;*Y DISSIPATOR VISUALLY pJARTERLY OUARTERLY B. BIENTION OVE STANDARD VERTICAL BEND ANCHORS I6 51150 S LARCsER &Wet ORM
AN N Ov OVERFLOW BYPASS SHALL BE PROVIDED TO PASS STORMS LARGER FOR PROPER FUNCTION THAN THE WATER QUALITY VOLUME AWAY FROM THE 51ORETENTION ilh* ON FLUBNED c.o~. sTC.rnm NOTE - BASED ON 150 PSI TEST PRESURE BEING
AREA. TO PREVENT THE WATER QUALITY VOLUME FROM BEING FLUSHED CHECK UNDERDRAW AND VISUALLY TEIRLY (i14R1ERLY OUT OF THE CELL BEFORE IT IS TREATED, THE OVERFLOW SHALL BE SHALL 8E
6TRUCTURSG LOCATED ON THE UPSTREAM SIDE OF THE B10F ETENTION AREA. OvERFL0IU AREA, C2m2

STD, 411 PRECasT arD, all oR a28
EXPAN, JOINT CONC, TOP CURB IW.ET TOP ,q ~ STORM DRAINAGE SCHEDULE A A 10 YR. STORM FREQUENCY
B~ ~ ~ I ~ ~ ~ ccNeTlalcTlow DATA V I DESIGN DATA
BSI ' ' ' I . . L I I BTRJCTINiE OTRJCT10iE TOP NY9QT N MrfRT N MNERT OIR PIPE ~ PIPE 0TR ARb4 AR*A MDI611T 1r?LOII At II.OW IUD PIPE
~ PM'E blg R,01~ YEL • _ _ ~ _ _ _ I NII'DER TTPE ELEvATICN ~ LENGTH OLOPE (ACS (AgiE~ C (NM1IQI fCF6J (CF>~ HEAD ~w s1.oPE ~
8" I • MTL. S I ~ r ~ I YI TNROAI 9~0 2A0 9290 m8m 680 1114
,,d + A A - 1°TYP, I 14"0D Ibm' 008 2A0 11,14 14"bD 006 6b3
~ ,.m ~ ~ EXPAN, S I _ 6 MN 922b 9n,19 DEL •
JO " q ~ I A ~0 ,gyp STD. c ~ ~ B'"J 4 R TYP. ~ ~ 4 ~ «
STD. 411 1,,m + L -L-- - J I ~ 2 DI 9210 920,90 ,60 ,96 680 2J6
5,.m - 3 R,, R NG COVER NorES PLfw w1TN PL~w u~t I ;OVER PLAN I6"SD 16'
T " 3 ",TYP. i 6, TYP, ALL MORTAR JOINTS T~° 8 191/1" ~6 s,u ID"BD 0mD 3,92 3 DI 921b 920b2 92092 bm ,9D 680 1.16
ARE TO BE V?u s US" '-I "401 - I/8"- I/8" I/8"
~'-a" 403 STANDARD CURB INLET THROAT 2!'8D 62' 016 10 662 ID"0D 016 661 p~ p -
DRICK MASONRY CAN , ?'-II" ~ STD, 411 RING " i u I covE ~ 1=08 2 -6 CURB t CxUTTER " BE STANDARD CLAY ~ ~-a" ~ " 6 I/2 , TYP, N D MN 912b 919,39 DEL
BRICK JUMBO BRICK, 3 R STD, 41108 428 I 4 CI 9140 916,92 ,K ,9p 680 86
OR GONC• DRICK o ? CURB INLET TOP I ~
4'-r gat n I 11/8"' FOR DEPTHS OVER ~ 2'-3" • ';1~~;;':,. SECTION A-A 11/8" 4' 11/8" 1b'0D 1b' 006 ,I6 ab ID"0D 0mD 3bm ARCHITECTURE
4 -0 USE STEPS " F " 4 VCP , ~ „ ~ B.J 1 I/8° „ 18° „ D MW 922,6 916.64 9nb9 1 1/8 2 1/8
ON I'-3" CENTERS. S I 8 81~1P8 C I 0. BTEPB SHALL BE I , 1'-II I/4" 90"00 6D' .®mb 9,D6 nb4 0ms 6be E N G I N E E R I N G
` ~ I IN ACCORDANCE WITH I ~ PLAN SECtION A-A a cl 9136 9n16 DEL P L A N N I N G
8TD.4u. MORTAR oR 250fs~ pei COND. ~ ~ ~ I~" b CI 923,9
~ I" ~ SECTION A-A SECTION B-B ~ 91631 ,96 880 llm INTERIOR DESIGN -1/8" RING - 7m LBS. ~ ,
STp. 401 INLET tOP REG~UIRES 4, SECTION E3-E3 ~ DOVER - I15 LBS, ~ p 1m I,Im ID"8D 0mb 3.16
TAN A I MASONRY CU IN T '4 GARS IN STREET FACE, S D RD BR GK RB LE r10 4807-C Koger Boulevard - ~6„ ~1~ 6 cl 9136 91631 DEL Greensboro N
STD. 403 INLEt tOP REQUIRES 4, C C 27407 C ~ 1 MH 9110 9107 9100 7D Telephone [phone]
S M l I aF 1) S ~ BARS IN STREET FACE, C.O~G. 4(d?/ 403 ~ „ D,em 1'14 Fax [phone]
ALL OTHER REINFORCING STEEL ~ I V2 - Ib"bD 160' 01 ' 76 - - 114 ID"DD 01 47D www,trlad deslgngroup,com
STANDARD CURB INLET THROAT Is «4 E3a~s, - ~ 8 CI 919b 918,E 9n1b 9n0i d1 91631 31 Dbm 1,16
REMOVE As MUCH of I ? 1=0 2' - " ~ Y.__ EX STNG R 0 CURB GUTTER ~ u ~ ~ 3/4 3m"6D 232' 006 401 PROFESSIONAL OF RECORD:
PIPE Aa REQUIRED TO INSURE STANDARD PRECAST CONCRETE CURB INLET TOP ~ 1 POSITIVE DRAINAGE, 11b4 9m'6D 006 6,91
C.O~G. "401 /403 ! 1 aF 1) L. ALLAN HILL, P.E. 8ECTION B-B II CI 92110 92),90 DEL
• ~ C.O~G. STD "411 a _ STA>` I STANDARD INLET RING ~ COYER 9 cl 920,4 9n~9 ~ 680 A4 ~N CARp
r ~ I I C.OrCa1. STD."411 .
I 3'-3" I „ 16'9D bm 006 06 ,44 Ib"6D 006 376 ` ~ ~ S~~' .3 NOtEB
8" ?3 8" • 25 V4" 3" Bu Im CI 920A 9n74 91104 Ob ,96 D80 39 . . ' S
TYPICAL PATTERN ' 13 3/4" 3/4" • . ALL MORTAR JOINTS
' 13111" VS° ARE TO BE 1~1" t I~6" I6"8D a' 006 ,u ,11 I6"0p 0mD 3bm 1 0 II CI 92270 9n0 916,15 ,4D 96 680 1A6 ; ;
9 Y A I I A" ` r A A ~ - ~ P RT AL SECT ON Y-Y SI e~~g" A BRICK MASONRY CAN •.G~ N~.
- STANDARD CLAY 9m"8D 238' 0mD 4bm 24.19 30 '~i~( ~ _ BE 'bD mmD 6,11 CAN N,.`
A 5I8° A ;ai8" ! ~~N~~mNN in BRICK JUMBO BRICK, 19 CI 9149 91461 DEL N in OR CONC, BRICK
NOTES i4 - 9 " 1/S ~ ~ - JULY 13, 2004 - a DI 92075 9I6A0 76 ,9b 680 143
CTI X-X ALL MORTAR JOINTS ARE TO @E >~a" :N4y", 8E ON ~ I/S" DEDUCTIONS ~ CONG BOTTOMS SHALL
CONC, TO BE CLASS "B" FOR BASE, q - I" S FOR ONE PIPE BE PAID FOR AS S'~ ll6' .mmb sb u3 15"8D 005
JUMBO BRICK WILL BE PERMITTED. CONCRETE CORED 12" I" COLD PLAN .,API BRICK MASONRY 13 CI 9149 91461 91682 91401 n 99 580 ~I
BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE ~ . ~ ~En. PIPE USED IN LIEU OF CLAY BRICK ~sb 4 15" 4" P SI GM, R.C. ~ 36'8D 86' 0~6 D06 21,43 36'0D 006
io ^ _ ~ STD, /STD. 4ra1 / 14 CI 913,16 13
RMG 1 COVER FOR MANHOLES WITH A VERTICAL WALL DEPTH 33` iZ" 0Id10 0.031 GRATE LE tHAN 11' I ~ " STD, 413 OR 9S , 8R CK MASONRY WALL THICKNESS ~ GRAtE t FRAME 9 ~ .96 e,em 166
413- B SHALL BE 8 , 15" 0,031 0.041 g.. 1 0 iv MANHOLES OVER 3'-b" M DEPTH SHAL SECTION A-A g„ 36"0D Ilm' 006 1906 36"BD 0mb
_ „ L ~ PLAN „ 0.044 _ PROVIDED WITH STEPS 13 ON CENTERS, STEPS IS 0,65 ~ ~ANTITIES b 91313 91313 ,93 .9D 080 6,12
I- ' SHALL BE M ACCORDANCE WITH STD,1~, 414, MI I I BASE H' 96"8D Imo' 006
~ N ~1M AVERAGE WEKsHT i - STD. 400 la FOR 11 36 PIPE, RING - 130 LBS, (C,Y.) IPER FT, HEIGHT) 3410 ~
X X " COVER 115 LBS. CLASS B CONC. ~ 0,198 (d,Z56 ?3 YI 911.11 91211 Q ~ ~
STD. 401 MANHOLE IS FOR PIPE OVER 36 . ~'OTAL -346 LBS, V 36"8D 4m ,mme C
" SECTION A-A ('~14IOU 60 s' FOR MANHOLES OVER D VERTICAL WALL DEPTH STANDARD MANHOLE RING t COY 1 A-A 24 PED 91?0 ~
ICK M I ER BR ASONRI' WALL TH CKNESS SHALL BE 11 g" BEGIMIING AT D', 1=08 BRICK MASONRY MANHOLE STANDARD BRICK MASOr!RY DROP
!RY DROP INLET FOR 24" x 24" CxR4TE ~ cl 9/a,4 914.4 ~m ,96 680 270 ~ ~ ~ ~ t0
C.O~G. 5TD "413 2f`bD am' m2 i ~ N 110 I6"0D 02 4A9 ~ \ ~ \
C.O~G. $TD!41~ STD. 410 ~ n CI 9144 9110 9116 mA6 ,96 680 1.46 O
I6'0D 48' 00b6 ,9D 466 b'0D DODO 171
l'40fd) b'-4" 9" 9" SLOPE AS INDICATED
l~'42U ~'-4" 4' QN PLANS 11 01 926b 9190 OEL o ~ 0 4' \
b YI TNRDAT 9130 8m L 9?1.m 96 580 4,41 y
SECTION ON CENTERLINE 8"8D IOm' 01 ,Om 4,41 15"0D 01 576 C Q
83 6'IQD ~
STANDARD PRICK MASONRY STORM SEUIER MANHOLE 4 ` N ~ 19 DI 928,90 9220 911,16 bm ,96 6,60 1.11r ~4 dARB S~ 812b8 Q 1 + Q
C.O~ ~G/U/ ~ ~ - Q 1 ~ I6'0D 130' Om929 ~ L90 1,n M '0D 00929 DOD
L ca. PIPE y 1m DI 9156 92066 6~D 91096 .9m 6! 6,00 4,99 ~ ~ 92196
t ~ I. ~ ~ I6'0D 104' 0166 1,20 D,13 b"0p 0166 1,96
„ PLAN . I/I6
11" ,G' M, ,G' 'B' DOUEL (BAR "X') ?I DI 9156 9nb 9nO 7m 95 6 ~ ~ ,B, 8m llm CONST. JOMT 18 USED)
I~" _ PENETRA- 24"bD Ibm' 0063 936 16.01 24"6D 0063 19?
8 3/4" - I/8" ~ tION STOP END ELEvATI - ~ END ELEvATION 6,~ ` ?2 MH 9210 916,16 9n06 916b6 0
~ NEADUI4LL OM'ENaION DU14LL OM'ENSIdr6
5/S° ° I" ° II/4° i i i i COM'10N 0 o u I I I I I I I I COM'10N SINGLE DOIBLE 14"6D 206' 009 996 1681 24'6D 009 1.41 'H' 'B' 'G' 'L' 'M' 'L' 1HRDAT
p Q - I/4 I/4° I I I I I I I I ~ H B 0 0 = I I I I 13 TI 9200 91380 9q,11 91121 17D ,96 DAm 6,69
C I I 15" 3'-4' 1'-S' I DOUEL 2 3'-4" 1'-S" 2'-b" 5'-0' I'-11' b'-II' 42"BD 4m' 049 6,10 61,11 41"60 049 634
I I I I I I I I 18" 3'-1" II-I®" 7 Q _ - 14" 4'-I" 2'-I" 3 3'-1" I'-10' 2'-II' S'-10' 1'-3" 8'-I" 4'-I' 2'-I" 3'-S" T'-4' 3'-0" IO'-4' 24 PE0 91076
- ~ ~ 3m" 4'-1" 1'-4" 4'-1" 1'-4" 4'-5' 8'-10' 3'-9" Ml'-1'
~ ~ 'L' 36' 5'-I' 2'-T" 11' cn 5'-I' 2'-1' S'-Z" 10'-4' 4'-b" 14'-I®" 26 CI 919J8 916,16 18 ,9B 580 164
42" 5'-1' 1'-Is3' 8 6'-1' 1'-IO' 6'-II' II'-10" 6'-3' n'-1" b'-i" 3'-I' b'-8' 13'-4' b'-0' 19'•4' 0mb ~ 164 I6"RCP 008 6b
ELEYA110N 48' b'-t" 3'-I' b CONSTRUCTION 26 CI 919J6 914,98 914,16 18 ,96 680 Ib4
JONT B 1-13-f~4 CITY COMMENTS
COPOLI'MER 16"RCP 116' 006 b6 906 ID"RCP 008 66 A 6-18-04 CsEN, REV,
POLYPROPYLENE cNCDOT STD, a~s~u PLASTIC 83800 16 CI 916b1 913Am BEL
DETAIL ~/C2.3 Mk Date Da6Crlpt1011 ~/C2.3 21 u ~ 916b1 9x89 ,19 .96 680 J2
No SCALE ~E R~v1610116 I6"RCP 4m' 006 J3 ,12 IB"IiCP 0mb bb
"3 DEFORMED STOP STEEL ROD
28 CI ~ 916b1 9rlb9 913A0 9pA4 ,13 ,96 680 .12
4'-0" NOTES sECTION a-A „ ib"RCP 86' ,F+:26 82 4b1 I6'NiGP 016 68
4 PENETR4TION 8 1-8 8 DEDUCTIONS ALL MORTAR JOINTS 29 FE6 91016
FOR ONE PIPE ARE t0 BE 1l1" f Il8"
STANDARD PLASTIC STEP 9m CI 9333 9293 ,I6 .96 Db0 89
PIP ~ - FOR BRICK MASONRY STRUCTURES cM. R.c. BRICK MASONRY CAN a c SIZE A A _ • RI COCs STD, 411 40' ~ ,D 83 16"RCP 01 bb
E ~ ~ BE STANDARD CLAY RING t COVER 31 GI 9333 9?860 9183 ,Ib ,9D 6 ,00 83
C.O~C,. STD. 414 I~ OmsO m~31 ~ I I BR CK, JUMBO BR CK, r ~t
15" 0,0~i 0.041 OR CONC, BRICK I6"RCP 320' 04 3m Ib b I6"RCP 04 60
iA 99 CI 9200 916b DEL
18" 0,044 0.06 CONC. BOTTOMS SHALL NOTES 92 CI 9100 91D,94 ,8 ,95 680 83 W
BE PAID FOR AS CONCRETE SHALL BE CLASS 'A' 15'RC1° 01 ,D a3 D
BRICK MASONRY 4,_ „ 0 "RCP 01 66
COG, STD, 4Z5 TOP SHALL HAVE A SMOOTH 33 CI 9200 916.94 9196 9151 ,D ,95 6,pQ~ ~+3
8" x 8" BRICK CONC, COVER FINISH " 0 RCP 9m 066 A6 392 Id"IVCP 06D 1b ~
PIER AT EACH 3" 94 fE8 910.16
CORNER TUJO 66-1010 3" COURSES NIGH 3" RAD, TYP, RCP DENOTES CLASS III RC WITH T
P ONG11E AND GROOVE JOINTS AND BUTYLMASTIC SEALANT _ SD DENOTES DOUBLE WALL HDPE PIPE WITH CLEATED LOCKMG JOINT6 lHl-Q BY RANCOR OR N-12 BY ADS) 0
7 GI DENOTES COG STD, 401 CI CI ~ pENOTEB COG STD, 403 GI
QUANTITIES ~
BASE H PIERS YARD INLET T
IC,YJ IPER FT, HEIGHTIlC.Y, EACH CLASS B CONC. ~
~ ~aG ~ ~z~ ST,4ND,4RD 4 x 4 PREG,45 PREG,4ST GDNGRFTF Ddte 4-?9-04
SECTION A-A
YARD INLET COVER WITH RI STANDARD 4' x 4' BRICK MASONRY YARD INLET CA,G. '425 WITH RING 4 COVER Drawn By FINELINE Cad
0415 C =k By A,1401
Job No. 04-030
G.OG. '424
~t
C2m3

j.- BERM
2' MM. T' M.) 'L' S' MM, ~ NCpOT
LMER (IF REQ'DJ CLASS 'B' bTONE
STEEL FENCE POST ~ NOtEb ~ I. Q1 AND Q10 BASED ON 11= 5.5 I I' THICK NCDO ~ ~ ~l 11= 5.5 IN/HR Ilea= 1.1 IN/HR r518TONE
I i
WIRED t0 P08f (OPTIONAL) ~ HOG D9 1. PERMISSIBLE SHEAR bTRE88E8 FOF , 9 I aTREeaES FOR I ~ _ '8F ~ ~ ~ 'H' 1
EXCELSIOR 155 PSF 91" MM. WIpTN ~G COMPACTED ~ ~ SOIL EXCELSIOR CURLER II 1ld P8F N ~ iX II 1ld PSF
FILLER FA$R ~ ~ O~J1 +F1. EXCELSIOR CURLER III 13 P8F GN ~ ~ NORTH AMERICAN GREEN P-30m1' :X III 13 PSF 'B' MIN. CU FT/AC 1 0 080 I
® 0'0` 44 GiQEEN P-3mmP 6.m PSF L 1 I ~
STONE - , W. , O O, ~n DRAINAGE SUTALE 0 0
• ~ FILL ELOPE ~ ~ 0 SUJAL.E SC 0 ~ DRAINAGE ~UJALE SCHEDULE Q
~ ~ • ~ ITION LINER , 0 0 d~ bIUALE carp ~H' ' ' 'B' 'T' ELOPE MAx, FLOW MAx, FLOW vELOCITY MANNINGa SHEAR LINER D DEPTH fCFb) fFPB) n FORCE (PSF)
GRADE ~ 6 'b~ 1% 0 0
• ; . OM1 •~0 ' EXCELSIOR 3 I' I' 1' mID15 mb1' 4,11 1.16 m1d33 m,51
WIRE AND FABRIC TO BE •.Q I TEMPORARY EXCELSIOR r TRENCHED b" MIN. . ' Q ~ ` I PERI"IAIrENT GRA88 ~ "M GRASS 3 I' I' 1' m~15 mbb' 5,81 1,98 m1d31
INTO GROUND AND BACK- 8 . 1 TEMPORARY EXCELSIOR ' 91 3 1' 1' 1' m~15 m.58' 3.9m 1,45 m,mbb 181 FILTER EXCEL OR FABRIC
~ FILLED WITH STONE. 6 tYPIGAL 1 PERMANENT GRA68 GR~ 3 1' 1' 1' m,p15 m.45' 4.64 4.38 m1~31 R C H I T E C T U R E A
SECTION GEO-TEx ' EXCELSIOR 3 I' I' 1' m~16 mb5' 1,9p 13m 066 ®bl CR088 SECTION
NOtEb LINER 3 1EMPORARY EXCELSIOR 1" TO 3" COURSE AGGREGATE. TEMPOR,4RY DIVERSION DIKE 3 PERMANENT GRASS GRA86 3 I' i' 1' m~15 m.44' 1,41 1.31 mfd31 E N G I N E E R I N G
P08T METAL - b' LONG, TRIANGLE BEEP 1, STONE SIZE • 118E USE CRUSHED SCONE. ' EXCELSIOR 3 P 1' 1' mld3 m.41' 1,5m 1,58 m~bb m,19 P L A N N I N G
D TAI G/G2.4 4 TEMPORARY EXCELSIOF I 31 MIN. WIpTN HOGWIRE, E ~ T GRA88 W RE 4 PERMANEN GRA88 3 I' I' 1' m~3 m.33' 188 186 m~31 ~B~ OVERFILL 6° INTERIOR DESIGN
GAUGE LINE WIRE 1. LENGTH - A8 EFFECTIVE, DUT NOT LE88 THAN I~ FEET, 10 NO BCAI.E 3. THICKNESS -NOT LE88 THAN EK~H'I'f8) MCHEb. a~ FOR SETTLEMENT
FABRIC PROPER lBY AMOCO) OR EQUAL. 4, WIDtH -NOT LE88 THAN PULL UNDTH aF ALL POINTS OR 15. DETAIL DETAIL D/C2.4 DEa1GN eErnED
STONE ~4 WA81•ED STONE, TO BE PLACED ,WASHING -WHEN NECESSARY, WHEELS SHALL BE CLEANED PLACE RIP-RAP AF~OIND L NO SCAL b DEEP. 5 t 4' WEIR MM. 4807-C Koger Boulevard NO SCALE OP Greensboro, NC 27407
lsa' APART. TO REMO~ SEDI~1fNt TO ENTRANCE ONTO PUBLIC PIPE AS DIRECTED BY aEE SCHED, 80 Telephone [phone]
BPA,CIIrG pLACEhENt OF P08T8 USMG HCGWIRE TO BE RKsNT OF WWY, WFEN WABHArG IS REQUIRED, IT SHALL BE THE ENGMEER I°LACEMIENf OF F'0$TB WITHOUT HOGWIRE TO BE b APART. ~ ~ q~q STABILIZED WNTH CRUSHED STONE WHICH DONE Fax [phone]
DRAINS INTO AN APPROVED SEDIMENT TROP OR SEDIMENT www.triad-designgroup,com 0
SILT 1=ENGE BA81N. ALL SEDIMENT SHALL BE PREVENTED PROM ENTERING ANY STORM pRAINpITCH, OR WIATERCOURBE THROUGH USE
G.O~Ci. ~i ~b aRDS OR OTHER APPROVED OF SANpBAGB~SRAVEL,BO X p 3 o EMERGENCY BY-PASS A ~ ~ 6= BELOW SErnED PROFESSIONAL OF RECORD:
METHODS. ~ A LL ~ 0 TOP aF DAM L. ALLAN HILL, P.E. ~ 0 0
DETAIL A/GZ.4 b. MAINTENANCE -THE ENTRANCE SHALL BE MAMTAMED M A CONDITION WHICH WILL PREVENT TRACKING OR FLOWI1rCs OF ~ 2/I 81DE SLOPE ,~~tHrrrrrrrhr
NO SCALE SEDIMENT ONTO PUBLIC RK~F1T8 OF WAY, TH18 MAY REQUIRE ~ MAX, N CARp .n ~ ~ ~ ( .
PERIODIC TOP DRESSING WITH ADDITIONAL STONE A8 CONDITIONS DEMAND AND REPAIRAND/OR CLEANOUT OF ANY MEASURES SEE BCHEPULE FOR 0 W ~ • S ! -0" VI SI • ~ DE ELOPE ~ ~ S
USED TO TRAP SEDIMENT. ALL SEDIMENT BPILLEDpROPPED, SIZE I / MAX. NATURAL ~ ~ ~ 2
WASHED, OR TRACKED ONTO ~LIG FiIGHTB OF WWY MUST BE _ D ~ Ill SLOPE ~ , 1 ~p p
REMOVED M•EDIATELY, PLACE RIPRAP UP
SIDES of DITCH ~ yEL CONSTRUCTION ENTRANCE ~ (3~ MAX. 4 FILTER 3' MIN. MAX. 4 FABRIC ~ •,,G ~ N E,,~ ~
~ ua" WIRE MESH NOTE ,,.q
Ta' ~ C.O~G. X436 FILTER FABRIC WEIR T CONTROL STONE SHALL IAN N~~`~ - SEDIMEN STONE SECTION rrrrrrrrrN~~~ 0~ BE No. 5 OR No, 51
NCDOT TYPE 1
DETAIL B/C2,4 VIC I IPE OUT ET EROSION CONTROL. DE E TYPE P L " a SHALL BE HARDWARE AUG. 10, 2004 ' -WIRE MESH 0 Y SED IMENT TRAP (10 YR. STORM) 0TH 13 GAUGE MIN. AND SHALL TEMP RAR e v cL =
No scALE (SPREADER) iv HAVE U4 MESH OPENINGS. TRAP p~,~ DISTURBED BED. 810RAGE BED. STORAGE SURFACE AREA SURFACE AREA BED, BOTTOM TOP BOTT,
GRADE 7 AREA AREA REQ'D. (CF) PROVIDED (CF) REQ'D, (SF) PROVIDED (SF) DEPTH DIM. (BxL) DIM. IBxL) ELEV. r -TOP OF MESH SHALL BE A MINIMUM lOml x alp) lppl x Qlp)
DITCH SLOPE FOOT BELOW THE SHOULDER
T C 0 EYICE SCHEDULE UT E ONTR L D ~ PIPE 0 L FILTERED SEDIMENT ~ ONE OR ANY DIVERSION POINT, I 1.1 AC. 11 AC. 396p CF 6p8p CF 3915 SF 4m48 SF 1~ 32k8p' 445c91' 9p1m CONTROL
STRUCTURE TYPE 'W' 'L' d max, d 50 d min. 't' 'Q' ~Y' WAR I'-b" vARIEB 2 3b AC. 3b AC. 648p CF 8151 CF 53pp 8F 5331 SF 1 315c1~1 43kO4 9~m ' VARIES y STONE -STEEL P0618NALL BE 5 FT. IN lm ~ ISpp OF yH8 ~ 1412 gF 1485 BF 1 15k43 11k55 9p4,p
MM. HEIGHT, AND BE METALLED 19' DEEP 3 Ibp At:, T~'P, 4 p9 AC, m,9 AC. 161p CF 1619 CF 1325 SF 1315 SF 1b' Ipk38' 1bk53' 81p+p ' MMY AND BE OF THE SELF-FASTENER 5 pb AC p.5 AG, °+pm CAF 9pp CF 136 SF 816 BF 3' bkl6' 24'x34' 911b
ST +24 l42"J I 24,5' 40' 12" 8" 5" 18" 1.59 fpe TYP. R SECTION A-A TYPE. b 1,5 AG. 15 AG, 21pp ~ 3144 CF 11p8 BF 2244 8F 1' 15kbp' 33'xb8' 9p1,p
ELEvAt?ON _ SECTION A• STR +29 l18") I 10.13' 4m' 12" 8" 5" IS" 8,34 Fpa - WOOD P08T SHALL BE 6 FT. IN S IMENT TR,4P O
TOP OF BANK BEYOND 5 ~ ~ " 8.5ra a METALLED 1,5' DEEP ED
' IN. 10P OF STR +34 l18 J 1 10.5 Ora 12 8 5 IS }'p T I -DIRECT 101` I M MUL WEIR EL. 119,0 ~ TIONAL FLOU1 HEIGHT, AND BE ISL4ND ovER ~ IREC MINy AND BE 3 IN DIAMTER TAI /G2.4 INLET ~ O DE E 4 MIN,
BIO-AREA l15) I 8.16 1,5 12 8 5 18 0 a _ A MAXIMUM ~ ~ O POST aPACMG SHALL BE
ROCK INLET SEDIM ~ 1 QETAIL G/C2,4 ET SEDIMENT TRAP NoacALE DIVERSION F C OF 4 O.C. IKE ~ r ~ D ~ ~
'S WASHED STONE ~ DETAIL. I-I/ AIL N/C2.4 No. of 11"~ _ _ - . O DA. - _ L
I NO SCALE (ACRES) SLOPE DRAINS HOLD-DOWN ~ _ - O NO SCALE 81AKE8 - _ ~ - O
~ NCDOT NO SCALE - FLOW _ p CLA,Bb 'B' STONE - - 3/i O
_ ~ O
5' EL.118m VARIER (SEE PLAN) 5' 2 - - - t rs~r 1.0 _
n ~ 15 3 ~
F P` _ - ~ O
I'MIN. 4'MIN. N 5' 6 _ I=I ~ 1.0 4 ~O - - - - ~ MLET ~ j; I_ ~
~ y
SECTION cu LEA i = I - n'1'~=T?* S1,OPE _ - - _ - - - _ - - -I 11- I I C - - - I- ~ - - - = I=I I 1=1 ~ Il o PLASTIC is
- - - _ _ I I_I I I_I II III bOD _ _ I III _III III ROCK GNECK DAM STONE LEVEL ,1= _ _ _ , _ _ _ _ _ - I I-III-III- rr" - - i CORR.IG D
- - - - _ 1_111_111_ ER _ _ . I_I 11 11 _ SPREAD _ I I I -III II - - -III-III- PIPE -ti O . I-III III II O - - - I T ~ 0 Y S OPE DRAIN '0
_ _ _ = I=1 I I=~ _ _ II II , _ III III / 24 II III DETAIL F C . - - -I I E''?P R4R L ~ -III I• ti II , ~I I I-' ' 00 C
NO SCALE • ~ DETAIL L/C2,4
9 LEVEL ~ ~P •P STABILIZED ~ ~'~E O O
8' LEYEL SPREADER of bPRk:.~DER ADER OUTLET O
TNlALL EL. 918,1 CLASS A DETAIL K/C2,2 RIP-RAP O L
No SCALE 3/4" C~gAh1FER MFER ~~o i ~ 3 OR FADE 0 0 0
TAIEIR EL. 9150 ) °
CONBTR JT, 1'-0" LAP I/1 xl/1 IMAX, SCREEN MATERIAL
1x4 KEY TNJALL EL. 918.1 4' MIN.
~ ~ • ~ 11/2" CLR ~ LEVEL SECTION T TENTION POND OPERATION /MAINTENANCE ~ U1E DE
3"0 ~ 3 ' , ORIFAGE HOLE
I , Ir D , - A. THE rOLLOWNG TASKS SHALL DE PERFORMED AFTER EVERY RW-OFF t'ROOUCMG
EL. 9105 ' . p ' . +5+14" E.~. FACE PERT. D . PERT. 61 STD. 1'-0" b' RAMFALL EVENT, OR MONTHLY Ab A MMII'AM, ACE ~ ~ GUTTER D g-~-f~4 CITY COMMENTS RIP-RAP I, REMOVE DEBRIS FROM TRASFI RACK
T/SPILLWAY EL. 915.0 - C 7-3f~-(d4 CITY COMMENTS ~ 2, CF~CIUGLEAR OBSTRUCTIONS fROM ORIFICE OUTLET,
FLANGED h ~ WWTERBTOP STEEL 'IC'ED ~ ~ " ~ ~ TAPER CURB -
cLAbb I ~ +4®18" EA, FACE NORIZ. ~ TRASH RACK r 3. CHECK FOND BIDE SLOPES AND DAM EMBANKMENT, REMOVE TRASH AND REPAIR g 1-13-04 CITY COMMENTS .K 1/8 MIN. STEEL FLUSH UU ~
RIPRAP I a TR FL,aryGE r - ERODED AREAS. - - TRASN RACK GUTTER I ;p g, REMOVE SEDIMENT WHEN DEPTH A 6 18 04 GEN. REV. N ~ 4. CHECK 6EDIMENT LEVELS DEHMD BAa*LE
FILTER FABRIC ~ I1 3 o ORIFACE HOL I REACFEB 3/4 6AfF:LE HEK~HT, Mk Dais DsscrlptlOn
PLAN ~ IuALL ~ = _ ~ ~ D, THE F'OLLOWMG TA81K8 SHALL DE PERFORMED EVERY THREE MONTHS. --Q_NORMAL POOL Rsvlelons
RETAINING WALL U1EIR TION JT. ~ CONSTRUG - - - - - - I, MSPECT STORMWATER COLLECTION SYSTEM f PIPING, BTRUCIUREB, ITBW ~EB~ EL. 91ra.15 ASPHALT FOR PROPER OPERATIOF4 REMOVE TRAbH, SEDO'ENTB ~ OBSTRUC
Zx4 KEl' • ' , DETAfL ~~G2.4 T EL.911b9 EL.916A7 DETAIL N/C2,3 SURFACE eYaTEM.
100 YR 8 ORM No SCALE NO SCALE ~ • WATERSTOP I'ERSTOP 1, INSPECT RIPRAP ENERGY DI881PATORB FOR ER0810N AND WDERCUTTING,
916b4 ~ ' 10 YR STORM EL EL. 91fA19 R1F'RAP PAD EL. 908.+9 REPAIR AS REQUIRED.
1 YR bTORM EL. 915b5 - - - - - - - - - EL. 910.m o 0 0 ° ~ - ~ +5+12" O.C. PLAN I _ P 3. REPAIR ERODED AREAS AND RESEED BARE SPOTS THROUGHOUT, TO REDUCE '12 O.C. 3 STD, 2'-0" R P RA sEDirENT GENERATION,
.9ra5~ ~ ~ ~ - EL ~ ~0 ~ ~ i 1.5/I CURB i GUTTER SLOPE PROP. 4, INSPECT POND OUTLET DEVICES AND CHANNEL DOIWSTREAM aF DAM. REPAIR KJ Z
FOREBAY SEE PLAN EL. 9181 ~ ' C 6-+5 3 I T L AFTER ALL A,REAb DRAINING ^ U GRADE uNDERGUTTMG oR DAJhAGE to t;Fb4NNEL LMING, ~
NS AL o o T/F' INTO POND ARE STABILIZED EL. 9ta3A7 T/FTG. IDENCE aF SEEPAGE OR OVERTOPPING, Q 6, CHECK DOWNSTREAM DAM FA,GE FOR EV
I ~ o ~ EL. EL. 906.0 in ~ c. TFE FOLLOWING tASKB 6HALL eE PERFORMED EvERY elx MONTHS, F., i
RIF'RAP PAD FLOODWATER STAGE ~ ~ ~ . ~ ~ ~ ~ _ BEEpET.J/C1.1 ~ - -~pp / T 8 1URE. REMOVE ACCUMULATED SEDIMENTS W \ I. INSPECT MTERIOR OF OUTLE TRUG
r ~ e W - TEMP. W,Q. STORAGE EL, 9100 . ~ ~ ~ ~ - ~ y TIONS. ~ - ~ ~ oR oeeTRUC Z / ~ . I~
, ~ ~ ' \ 1, CHECK POND DEPTH AT VARIOUS LOCATIONS. REMOVE ACCUMULATED SEDIMENT6 0 F DEPTH IS LESS THAN 3/4 SPECIFIED, z
- - - - - - - - 2 PERM, WA. S10F'AGE n is ~ tJ
n I ' - 15 ANCHOR SYNTHETIC 3. CLEAR TREES AND eAPLMGe FROM DAM EMBANKMENT. W y 0 FILTER FABRIC INTO
- - - - - - PERM. SEDIMENT STORAGE D, GENERAL o THE EARTH oc
2 u I. MOW POND 81DE8 REGULARLY TO MAINTAIN MAXIMUM GRASS HEKeFIT OF 6", ~ eeee SECTION
I' THK NCDOT NCDOT ~ $'-(d" NOTES EXCEPT WETLAND GRASSES 0 1, REMOVE VEGETA110N WHICH GROWS WITHM POND, W CLASS A RIP RAP TO BE USED ALONG PERIMETER W
518TarE CLASS B bTONE OUN EXCEEDS TABULATED TINE,
CONC. SUE I R I - REQUIRED FOR 3. MONITOR POND DRAUAOWN TIME. P oRAWD QUANTITY OF R P RAP REMOVE OBSTRUCTIONS F~OIM RISER ORIFICE, Y.
IMENT BASIN 'A' DETAIL K/C2.4 W T DETENTION POND / SED E ONE GUTTER U)ILL BE 12 S. 4, MSPECT EMERGENCY SPILLWAY. REPAIR ERODED AJQEAS AND REMOVE OBSTRUCTIONS,
NO SCALE CURB OPENING ~,~~,,,~D, 6. PROVIDE PUMP TO DRAM POND FOR
DETAIL. M/C2.4 EROSION CONTROL DEVICE
No SCALE IN ER'S CERTIFICATION OF POND AND DAM SAFETY DETAIL P/C2.4 ENG E
S pIMENT BA51N GALGULATIONS E NO aCALE ,~~~Ntrurrrrrrr I, L. Allen HUI, PE. eertify that the ~toreweter pond and dam ahoux~ on thu plan at~r.Fia
STORAGE SEDIMENT TOE MAX. SED. DESIGN pEWATER WEIR TEMPORARY SEDIMENT BASM 'A' SHALL BE COMPLETELY CLEANED OF SEDIMENT BAbN DRAINAGE DISTURBED SED. STORAGE SED µ DIMENSION DEPTH OUTLET FLOW lQ1) TIME LENGTH ,q~ UPGRADED t0 FUNCTION AS PERMANENT DETENTION POND AFTER ALL PERf1ANENt T ~N r~• ireeenta of the North Carolna Blare Dam Safety Le. of 1961(Aa Amsrded Through 1995) _ 4 ~ requ 4-29 0 AL FROM THE bTA1E ON ~ ~ • lauora as a+ the Nash Carolina Ade~natretwe Cods ?iris 15A; Date NOTE A COPY OF THE APPROV • tQ~ E S 5 / .,.9 : and the Rules end P~'~'~ len is determined
~ AREA AREA REQUIRED PROVIDED DEPT Lad Cad7ROL METHODS ARE ESTABLISHED AS MpICATED ON FINAL SITEWORK ' 3"i ORIFACE 89.4 CFS 1-4 DAYS 8' ER08 THE SAFETY aF THE DAM WILL BE PROVIDED TO THE CITY ~ ~ CF p ~ ~ ~ . per, fety, Even M the teas ushers the dam ahoun on tFua p DfdWn FINELINE Cad
,.,r e~ ~a~mm rF X8914 CF 6 WA b PACKAGE DRAWINGb, OP GREENSBORO PRIOR TO ISSUANCE OF ANY CERTIFICATE ~ - - 'L : ~ ~ ~ Sue. co k» exwrot froe tYr ebow noted Dee Safety rsquire~nenta, I, ae the qualified
A T7 If f8i nw r . OF OCCUPANCY a SEAL -akaft-I e__n cortify Shat the pond end dam are desigried to be "to and adequate for vo
• and dow*tream , I understand that this CG~ek IN A. HIII 15809 protection of public hsaltFt urety Welfare, ~°a°"y+r and dam WEIR ; oartification as the design wvmear shall not relwwo the o~ operator or 010 por'd job No. 04-030
DETENTION POND CALCULATIONS UlEt OFF SITE NT SEDIMENT PENT SEDIMENT STORAGE PERMANENT IN FOREBAYS PERMANENT SEDIMENT EDIMENT W.Q. W.Q. RELEASE TIME OF 1-100 0-100 LEP{~sTH ; .0 : from the legal dunes, obligation, and babilities ar fr such ship or operation
ON SITE T SEDIMENT T-UPON A VG. V. STORAGE PROVIDED STORAGE REQUIRED STORAGE PROVIDED (NORTH) + (SOUTH) = ITOTAL) STORAGE REQ'D. M FOREBAYS 0 DRAINAGE BUILT-UPON N FOREBAYS OUTLET TIME CONCENTRATION I-10 Q-10 ,.tiO I NSF;. i` .dJ11QOl
AREA DRAINAGE GE AREA L DRAINAGE AREA PERM. STORAGE DEPTH SA/DA REQUIRED PROVIDED STORAGE REQPERM. 16,4 POND AREA POND AREA TEMP, W.Q. TEMP, W.Q. PERMANENT X 10 MIN, 58 IWNR 96.3 CFS 8,00 IN/NR 13203 CPS 8 104 XA % Sire and Seal of NC Licensed P 301 4,93 DAYS Wr (AN gna ~#000p~q~ Professwnal Engineer C2A
10,163 CF 19/645 CF 1,359 OF + 1,359 CF = 14,118 CF 8014 CF I AC, 515 FT 156% 16,119 OF 401400 OF 41/658 CF 141,104 CF 43,11 AC. 14.86 AC, 0.4
F!PE SHALL BE 14 GAGE HELICAL ALUMINUM OR EQUIVALENT