NCG140462_COMPLETE FILE - HISTORICAL_20180724

N S� D
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
ef HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ 0 0) � D-7 `/
YYYYMMDD

Central Files: APS _ SWP _
7/20/2018
Permit Number NCG140462 Permit Tracking Slip
Program Category Status Project Type
NPDES SW Active New Project
Permit Type Version Permit Classification
Readv Mix Concrete Stormwater/Wastewater Discharqe COC 1.00 COC
Primary Reviewer
Bethany. Georgou lias
Coastal SWRule
Permitted Flow
Facility
RECEIVED
JUL 2 4 Zais
CY�-iI;AL FILES
pVVR SECTION
Permit Contact Affiliation
Facility Name Major/Minor Region
Redi Mix Concrete Minor Winston-Salem
Location Address County
309 S Chimney Rock Rd Guilford
Greensboro NC 27409
Owner
Owner Name
Forsyth Redi-Mix Inc
Facility Contact Affiliation
Jason Speer
100 Anderson St
Rural Hail NC 27045
Owner Type
Non -Government
Owner Affiliation
Jason Speer
100 Anderson St
Dates/Events Rural Hall NC 27045
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/20/2018 4/3/2018 7/20/2018 7120/2018 6/30/2022
Regulated Activities Requested /Received Events
Concrete products manufacture RO staff report received 1,5/6/18
RO staff report requested 416I18
Additional information requested 7119/18
r Additional information received 7/20118
Outfall 001 i
Waterbody Name Streamindex Number Current Class Subbasin
Long Branch 17-2-1-(1) WS-IV:' 03-06-08
Outfall 002
Waterbody Name Streamindex Number Current Class Subbasin
Long Branch 17-2-1-(1) WS-IV:' 03-06-08

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
July 20, 2018
Mr. Jason Speer
Forsyth Redi-Mix, Inc.
100 Anderson Street
Rural Hall, NC 27045
ROY COOPER
Governor
MICHAEL S. REGAN
secreiary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
Subject: General Permit No. NCG140000
Redi Mix Concrete — Greensboro
COC No. NCG140462
Guilford County
Dear Mr. Speer:
In accordance with your application for a discharge permit received on April 3, 2018, we are
forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state —
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US
Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please be aware that Long Creek (segment index number 17-2-1-(1)) is an impaired water. This
stream is impaired because both fish community and benthos have been rated as fair, There are also
multiple Total Maximum Daily Loads (TMDLs) that affect this watershed for turbidity and fecal
coliform. Information about these TMDLs can be found on Division of Water Resources' websitc:
https:/Meq.nc.gov/about/divisions/water-re sou rccslplanning/mode] ing-assessment/tmdIs. In Part 1,
Section A, the General Permit explains that for discharges to watersheds affected by a TMDL,
coverage under this permit may depend on the facility demonstrating that discharges have no
reasonable potential to violate applicable water quality standards for specified pollutants.
Please take notice that this certificate of coverage is not transferable except upon approval of the
Division of Energy, Mineral, and Land Resources. The Division of Energy, Mineral, and Land
Resources may require modification or revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Resources, the Coastal Area Management Act, or any other federal or local
government permit that may be required.
Nothing Compares.
Slate of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh. North Carolina 27b99-1612
919 707 92 00

Per the requirements of the Randleman Lake Water Supply Watershed Buffer Rule, all stormwater
drainage to stream buffers, from portions of this site that have been constructed after April 1, 1999,
must meet diffuse flow requirements per 15A NCAC 2B .0250. Diffuse now requirements are
described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at:
http://deg.ne. gov/about/divisions/energy-mineral-]and-rsourccs/energy-mineral-land-permit-
=uidance/stormwater-bm -manual.
If you have any questions concerning this permit, please contact Bethany Georgoulias at telephone
number [phone] or by email bethany.georgoulias a,nedenngov.
Sincerely,
for William E. (Toby) Vinson, Jr., P.E., CPM, Interim Director
Division of Energy, Mineral, and Land Resources
cc: Winston-Salem Regional Office / B. Wise
Harris B. Gupton, Gupton & Webb, P.A (via e-mail)
Stormwater Program Files
DWR Central Files
Nothing Compares--,,-
Stale of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
512 N. Salisbury Street 1 1612 Mail Service Center I Raleigh, North Carolina 27699-1612
90 707 9200

n
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCGlIO000
CERTIFICATE OF COVERAGE No. NCG140462
STORMWATER AND WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Forsyth Redi-Mix, Inc.
is hereby authorized to discharge stormwater and wastewater from a facility located at
Redi Mix Concrete
309 S. Chimney Rock Road
Greensboro
Guilford County
to receiving waters designated as Long Branch, class WS-IV waters in the Cape Fear River
Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III, IV, V, and VI of General Permit No. NCG140000 as
attached.
This certificate of coverage shall become effective July 20, 2018.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 20th day of July 2018.
for William E.(Toby) VinsonLfr., P.E., CPM
Interim Director, Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

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PERMIT NUMBER NCG140462
/ • 1 -- — OWNER Forsyth Redi-Mix Inc
FACILITY Redi Mix Concrete
.ram
,* COUNTY Guilford
r , DEQ REGION Winston-Salem
LOCATION 36,065250,-79.923459
- _ WATERBODY Long Branch
CLASS WS-IV:*
BASIN Cape Fear kZOOM to
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FOR AGENCY USE ONLY
Date Received
Year Month Da
Division of Energy, Mineral and Land Resources
Stormwater Program Certificate ofCovera e
National Pollutant Discharge Elimination System
Energy Mineral jo
and Land Resources NCG 140000 i'ennit Assigned to
ENVIRONMENTAL QUALITY 'nf��
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NOTICE OF INTENT r '�v ' ' `
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG 140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for
process wastewater discharges. Wastewater discharges must meet the requirements of these effluent
limitations. An exceedance of any of these limitations will result in a violation of the permit conditions.
For questions, contact the DEMUR Central Office or Regional Office in your area. (See page 8)
(Please print or type)
1) Mailing address of ownerloperator (official address to which all permit correspondence will be
mailed): T
Legal Company Name Forsyth Redi-Mix Inc.
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this
permit can be given to an individual.)
Signee's Name (as signed for in question 28 below) Jason Speer
Street Address 100 Anderson Street
City Rural Hall
State N.C. ZIP Code
27045
Telephone No. 336-969-0446 Email
frmx(c windstream.net
Alternate Contact Name
Email (if different)
Alternate Contact Telephone (if different)
1z I VED
2) Location of facility producing discharge:
APR 03 2018
Facility Name Redi Mix Contrete
D
Street Address 309 S. Chimney Rock Road
RMIN4'7&," . UAQ7y
City Greensboro
State N.C. _ ZIP Code
27409 MrTi1NG
County Guilford
Facility Contact Jason Speer
Telephone No. 336-345-3202
Email . [e-mail]__
3) Physical location information:
Please provide narrative directions to the facility (use street names, state road numbers, and distance and
direction from a roadway intersection). From 140 in Greensboro. N.C. exit on Galliamore Dai[y Rd. headed
South for 0.81 miles left on S. Chimney Rock Rd. for 1.7 miles to Marietta Rd., make left on S. Chimney Rock
Rd. for 0.16 miles must 100 ft. North of Swiggett Rd. on the ri ht.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 36-03-56 Longitude-79-55-22 (deg., min, sec or decimal)
5) This NPDES Permit Application applies to the following (check all that apply):
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NCG140000 N.O.I.
Q New or Proposed Facility Date operation is to begin April 2018
❑ Existing Facility Date operation began
6) Consultant's application information:
Consultant: Harris B. Gupton
Consulting Firm: _Gupton .& Webb, P.A.
Mailing Address: P.O. Box 1070
City: King
State: N.C. Zip Code: 27021
Phone: ( 3.36 ) 985-6519 C (330705- 0633
Email: hpuptonCcDguptonco.com
(Optional)
Staple Business Card Here:
7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3 2 7 3
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
The preparation of ready mix concrete for truck distribution offsite to client locations.
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9) Discharge points / Receiving waters:
What is the name of the body or bodies of water (creek eam, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? � Long Branch to High Point Lake to _Deep_R_iverlUpper
Randleman to Cape Fear River _ ;'---
To find the waterbody, please see the "MAPS" tab on
https:Ilncdenr.maps.arcuis.comlappslwebappviewertindex.html?id=6el25ad7628f494694e259c8Odd64
265 for a map of NC Surface Waterbody Classifications.
Receiving water classification(s) for the waters: WS-IV
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If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer). City of Greensboro
List discharge points (outfalls) that convey discharge from the site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan.
Be sure to indicate a type for each outfall listed below as Stormwater only, Wastewater only or
Wastewater Commingled with Stormwater
Outfall No. 1 Stormwater only ❑ Wastewater only ❑ Wastewater Commingled with Stormwater Q
Latitude (degrees/minutes/seconds): 36-03-56 N
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NCG140000 N.O.I.
Longitude (degrees/minuteslseconds): 79-55-19 W
Outfall No. 2 Stormwater only ❑ Wastewater only ❑
Latitude (degrees/minutes/seconds): 36-03-55
Longitude (degreeslrinutes/seconds): 79-55-19
Outfall No. Stormwater only ❑
Latitude (deg rees/minuteslseconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only ❑
Latitude (degrees/minutes/seconds):
Longitude (degreeslminutes/seconds):
Outfall No. Stormwater only ❑
Latitude (deg reeslminutes/seconds):
Longitude (degrees/minutes/seconds):
Outfall No. Stormwater only ❑
Latitude (deg reeslminuteslseconds):
Longitude (degrees/minutes/seconds):
Wastewater Commingled with Stormwater Q
N
W
Wastewater only ❑ Wastewater Commingled with Stormwater ❑
N
W
Wastewater only ❑ Wastewater Commingled with Stormwater ❑
N
W
Wastewater only ❑ Wastewater Commingled with Stormwater ❑
N
W
Wastewater only ❑ Wastewater Commingled with Stormwater ❑
N
W
Outfall No. Stormwater only ❑ Wastewater only ❑ Wastewater Commingled with Stormwater ❑
Latitude (deg(ees/minutes/seconds): N
Longitude (degrees/minuteslseconds): W
Will this facility discharge wastewater to SA (Shellfish) waters? ❑ Yes Q No
Note: Discharge of process wastewater to receiving waters classified as Critical Area -(CA) -must be
reviewed by the N.C. Division of Water Resources, Public Water Supply Section ahead of
approval. No new discharges of process wastewater are permitted in receiving waters
classified as WS-1 or freshwater ORW.
You must show all discharge points clearly on the submitted site plan. Be advised that
NCDEQ may require you to apply for an individual permit, based on proposed discharge
rates and receiving stream conditions (low flows, impairments, etc.)
10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalts which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
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SWU-NCG14-NOI Last revised 8/01/2017

NCG140000 N.O.I.
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans shall be 24" x 36" in size.
• Line drawing and description: Aline drawing of the water flow through the facility. A pictorial
description of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outFall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash
silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
Q No ❑ Yes
Wastewater.,
12) What types of wastewater does your facility generate or discharge?
Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
System
Vehicle andequipment uipment cleaning VE
Q
❑
Q
Wetting of raw material stockpiles (RM)
Q
❑
Q
Mixing drum cleaning MD
Q
❑
❑
Further explanation, if necessary: Delvo ESC to be added to mixing drums at end of day for overnight storage
and reused in the next day's batch.
13) WIII your facility spray -down or actively wet aggregate piles?
❑ No Q Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners Q Other Cleaning Agents
❑ Non -Phosphorus -containing Detergents
❑ Other:
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NCG140000 N.O.I.
15) Are wastewater treatment facilities planned in the 100-year flood plain?
Q No ❑ Yes
K16) Will your facility build a closed -loop recycle system (CLRSs) that meets design requirements in 15A
I NCAC 02T .1000 and hold your facilities' working volume'?
❑ Yes Q No
If Yes, STOP COMPLETION of this permit. Contact DWR Non -Discharge Permitting Program for permitting
requirements.
17) A wastewater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? Q VE Q RM Q MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... Q Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes 0 No
—(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?"
c) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ....................❑ Yes Q No
Why or Why not? With the variation in Flows vs Utilization due to seasonal variations it is impractical
to use a subservice system.
ii) Is a surface or subsurface disposal system feasible to implement7*.......................❑ Yes Q No
Why or Why not? With the variation in Flows vs Utilization due to seasonal variations it is impractical
to use a subservice system.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters? Utilizing_a Series of Concrete Chambers Designed to Current Storm
Water Wet Basins Guidelines for 100 yr. storms is a much more feasible method. This allows Owner
to reuse storm water as required for operation of Concrete Plant with the sedimentation occurring in
each holding Chamber. This also allows the Owner to have direct access to remove any sediment if it
exceeds designed sediment storage levels in the bottom of the Chambers. Utilizing this method only
allows storm water flows _ta_leave the _Chambers _in Extreme Precipitation_ Conditions and only then
after being Treated via the equivalent of an oversized Wet Storm Water Basin.
d) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?*... Q Yes ❑ No
ij if No, contact DEMLR's Land Application Unit to determine permitting requirements.
e) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible? .............. ❑ Yes Q No
* You may be asked to provide further information to support your answers to these questions alter the initial review.
Feasibility should take into account initial and recurring costs.
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NCG140000 N.O.I.
Stormwater:
18) Does this facility employ any best management practices for Storm Water control? ❑ No 0 Yes
If yes, please briefly describe: Based on Designers years of extensive experience with Design of Storm Water
Facilities, it is our Professional Opinion that the reuse methodology as described in Item 17.c.iii constitutes
Best Management Practice.
19) Does this facility have a Storm Water Pollution Prevention Plan? 0 No
if yes, when was it implemented?
❑ Yes
20) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 0 No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
Other/Permitting:
21) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
0 No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility_ Grading Less than 0.5_Acre
22) Is your facility subject to Phase II Post -Construction Area? ❑ No 0 Yes
If yes, who is the permitting authority? City of Greensboro
23) Is your facility located in one of the 20 Coastal Counties? ❑ Yes 0 No
Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? 0 Yes ❑ No
24) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles,
drum rinse -out, or vehicle and equipment cleaning to a storm water BMP? 0 No ❑ Yes
If yes, please attach your approval from the permitting authority to do so.
25) Does this facility have any other NPDES permits? 0 No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
26) Does this facility have any Non -Discharge permits (ex: recycle permits)? 0 No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
27) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
0 No ❑ Yes
b) is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
0 No []Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
0 No ❑ Yes
d) Type(s) of waste: NONE
How is material stored:
Page 6 of 8
5WU-NCG14-NOI
Last revised 8/01/2017

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NCG140000 N.O.I.
Vendor address:
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
5 Check for $100 made payable to NCDEQ.
This completed application and all supporting documentation. See Question 10.
11� ~ ❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the
governing agency (required per 15A NCAC 02H .0138).
' I Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
/ outfalls. See Question 10.
® A county map or USGS quad sheet with location of facility clearly marked.
28) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
Certification: North Carolina General Statute 143-216.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of
a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmental
Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Jason Speer
Title: President
610.� 69!�-
(Sig Lure of Ap ant)
3-Zl-/g
(Date Signed)
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SWU-NCG14-NOI Last revised 8/01/2017

NCG140000 W.o.l.
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR
Mail the entire package to:
Stormwater Permitting unit Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEM,LR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 9 of 8
SWU-NCG14-NOI Last revised 8/01/2017

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City
North
of Greensboro
Carolina
March 15, 2018
To whom it may concern,
Water Resources
City of Greensboro's Water Resources Department will not accept stormwater runoff from the Redi Mix
site at 309 S. Chimney Rock Rd into their sanitary sewer system.
Best regards,
Jonathan Clapp
Engineering Specialist
Department of Water Resources
City of Greensboro
Phone: [phone] Fax:[phone]
PO Box 31.36, Greensboro, NC 27402-3136
www.areensboro-nc.q ov
PO Box 1170 . Greensboro, NC 27402-1170 f www.greensboro-nc.gov f 336-373-CITY (2489) f TTY # 336-333-6930
5015

1120000 2'64611' ':0 5 3 LO4 568i: 2080 54011'

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1 UTILITY GENERAL NOTES:
^M 1. ALL CONSTRUCTION TO CITY OF GREENSBORO/NCDENR STANDARDS
2, TERMINATE EXISTING UNUSED WATER/SEWER CONNECTIONS TO THE
MAINS TO CITY OF GREENSBORO STANDARDS.
3. METER/BACKFLOW AND ENCLOSURES TO CITY OF GREENSBORO STANDARDS
4, ALL NCDENR/CITY OF GREENSBORO REQUIRED UTILITY SEPARATIONS MUST
BE PROVIDED. SMHVICES THAT IS GREATERITHAN010''ATHONEUSEUST RELNOERSo AT THE
INSIDE DROP
SHELF UNLESS
5. METERS CANNOTBE
ET UNTIL EASEMENTS ARE RECORDED AND PROVIDED
TO WATER RESOURCES
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TERS ETERS CANNOT BE LOCATED IN LOAD BEADING AREAS. �' a•
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7. NO FIRE PUMP IS ASSOCIATED WITH THIS PROJECT \ i! Q" i 0" #z� N,
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O--O 4 POST AND WIREFENCE0 WM WATER METER NOW OR FORMERLY _ , 7 _ I II
PIN: 7824733378i x
'1096� CONTOUR LINE 1 FT ® WV WATER VALVE OR HDX (;B I
0Hp- OVERHEAD POWER LINES CAROLINA TRACTOR & EQUIPMENT CO. I I
W WATER MAIN 0 CO SEWER CLEAN -OUT ZONED: INDUSTRIAL
SANITARY SEWER MAIN (3) MH SEWER MANHOLE
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SITE DATA
'IN: 7824743084 PARCEL NUMBER: 0099779
'OTAL SITE AREA: 3.045 ACRES = 132,651.97 S.F.
iEFERENCE DEEDS: D.B. 6961 PG. 792
P.B. 44 PG. 35
'ONED: HI (HEAVY INDUSTRIAL)
(STING IMPERVIOUS AREA:
49,500.96
S.F.
/
1.14 ACRES
(377.)
'PROPOSED IMPERVIOUS AREA:
20,283.78
S.F.
/
0.47 ACRES
(16%)
TOTAL IMPERVIOUS AREA:
69,884.74
S.F.
/
1.61 ACRES
(53%)
DISTURBED AREA:
24,656.40
S.F.
/
0.57 ACRES
SITE SOILS DATA:
100% MECKLENBURG SANDY CLAY LOAM
WATERSHED DATA:
LONG BRANCH TO
HIGH POINT LAKE TO
DEEP RIVER TO
CAPE FEAR RIVER
CLASS:
wS—IV
STREAM INDEX:
17-2-1—(1)
FEMA MAP NUMBER:
3710782400J
PANEL NUMBER:
7824
EFFECTIVE DATE:
6/18/2007
FLOOD ZONE:
(ZONE X) MININAL FLOOD RISK
CURRENT PROPERTY ADDRESS:
309 S. CHIMNEY ROCK ROAD
GREENSBORO, N.C.
CURRENT PROPERTY OWNERS:
JOE RONNIE WOLFE
1537 NC HWY 61 SOUTH
WHITSETT, N.C. 27377
SITE FEATURE KEY
S.01 MOBILE OFFICE / CONTROL TRAILER WITH SIDING OF WOOD OR WOOD
MATERIALS (AS APPROVED BY SUBMITTED PICTURES) ON BRICK
FOUNDATION. TITAN MODULAR SYSTEMS, INC. 8' X 28', MEETS IBC CODE,
TYPE V—B, NC (4—A).
5.02 ENTRANCE STAIRS & HANDICAP RAMP PER CODE
S-C3 PAVED VAN ACCESSIBLE PARKING SPACE AND ISLE TO RAMP
SEE DETAIL 7 SHEET 5 OF 7
S.04 MATERIAL LOADING HOOPER
S15 RADIAL AGGREGATE MATERIAL CONVEYOR
cj6 AGGREGATE BIN
97 BARREL CEMENT SILO (CEMENT LOADING AREA)
18 CENTRAL DUST COLLECTOR
9 ADD MIXTURE TANKS IN STEEL SPILL CONTROL ENCLOSURE ON CONC.
SLAB. SIDING TO MATCH OFFICE/CONTROL BUILDING.
0 PLANT ELECTRICAL CONTROL PANELS AND METER
1 UNDERGROUND SERVICE TO OFFICE/CONTROL BUILDING
2 3 PHASE 480 VOLT UNDERGROUND SERVICE TO PLANT
3 UNDERGROUND EQUIPMENT CONTROL CONDUITS
4 NEW MANUAL GATE INSTALLED MIN. 21' FROM RIGHT—OF—WAY
GATE SHALL BE OPEN DURING BUSINESS HOURS AND CLOSED
WHEN BUSINESS IS CLOSED.
5 FIRE DEPT. KEY LOCK BOX (DOORKING 1400) SEE DETAIL 3 SHEET 5 OF 7
5 NEW OVERHEAD POWER AND UTILITY POLE CONNECTION
7 CONC. STORMWATER COLLECTOR AND WASH COLLECTION PITS
SEE DETAILS SHEET 4 AND DETAIL 1 SHEET 6 OF 7
3 CONC. GUTTER AND EARTHEN DIVERSION BERM TO DIRECT RUNOFF TO
COLLECTOR/WASH PITS. SEE DETAIL 2 SHEET 5 OF 7
3 DRIVEWAY SIGHT TRIANGLE EASEMENT PER CITY OF GREENSBORO
DEPARTMENT OF TRANSPORTATION DRIVEWAY MANUAL
MATERIAL STORAGE BINS TO CONSTRUCTED OF POURED CONCRETE WITH A
SMOOTH FINISH AND PAINTED TO MATCH OTHER STRUCTURES APPROXIMATELY
6 FT. IN HEIGHT
1 2" WATER METER — CITY OF GREENSBORO STD. GSO-4 & GSO-10
SEE DETAILS SHEET 6 OF 7
'. 2" REDUCED PRESSURE BACKFLOW PREVENTER — CITY OF GREENSBORO
STD. GSO-12. SEE DETAILS SHEET 6 OF 7
> EXIST. YARD INLETS TO BE CONVERTED TO TRAFFIC/LOAD BEARING STORM
DRAIN MAHOLES WITH LOAD BEARING RING & COVERS PER GREENSBORO
SPECS. SEE DETAIL 400/401 AND 413 SHEET 6 OF 7
15' STORM DRAIN EASEMENT TO BE DEDICATED ON A FINAL PLAT
3a EXIST. YARD INLET: INLET=903.24 — INV. IN=899.34 — INV. OUT=898.44
3b EXIST. YARD INLET: INLET=898.24 — INV. IN=892.92 — INV. OUT= -92
CONTRACTOR TO VERIFY LOCATION OF EXIST. STORM PIPE PRIOR TO SETTING GATE POST.
POLYJOHN PJN3 PORTABLE RESTROOM FOR EMPLOYEES ONLY
(3) HUBBELL MVM-1000H-268 1000 WATT HID BLUB LIGHTS MOUNTED
ON TOP OF CONC. PLANT SILO. THESE FIXTURES ARE AIMED DOWNWARDS
AND ARE NORMALLY ONLY USED WHEN NIGHT POURINGS ARE REQUIRED
BY CUSTOMER CAUSING PLANT OPERATIONS. SEE DETAIL 6 SHEET 5 OF 7
(2) HUBBELL 400 WATT MVK-0400P NIGHT SECURITY LIGHTS AIMED
DOWNWARDS MOUNTED ON EXISTING POLE (MAX. 35' HEIGHT).
THIS DEVELOPMENT COMPLIES WITH THE OUTDOOR LIGHTING STANDARDS
OF THIS ORDINANCE, INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS
REQUIREMENT IN 30-9-6.6.
.OPERS ADDRESS: JASON SPEER
FORSYTH REDI—MIX
100 ANDERSON STREET
RURAL HALL, N.C. 27045
336-345-3202
Lupton &
Webb, P.A.
ENGINEERS -PLANNERS -SURVEYORS
GU ON & WEBB, P.A.
P.O. BOX 1070
KING, N.C. 27021
336-985-6519
E-MAIL guptonpaa(§GuptonCo.00m
CORPORATE LICENSE NO C-0423
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UTILITY GENERAL NOTES:
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2. TERMINATE EXISTING UNUSED WATER/SEWER CONNECTIONS TO THE
MAINS TO CITY OF GREENSBORO STANDARDS.
3. METER/BACKFLOW AND ENCLOSURES TO CITY OF GREENSBORO STANDARDS
4. ALL NCDENR/CITY OF GREENSBORO REQUIRED UTILITY SEPARATIONS MUST
BE PROVIDED. SERVICES THAT TIE INTO MANHOLES MUST DO SO AT THE
SHELF UNLESS MH IS GREATER THAN 10' 1HEN USE RELINER INSIDE DROP
5. METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED AND PROVIDED
TO WATER RESOURCES
6. METERS CANNOT BE LOCATED IN LOAD BEARING AREAS.
7. NO FIRE PUMP IS ASSOCIATED WITH THIS PROJECT
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CAROLINA TRACTOR & EQUIPMENT CO.
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SITE DATA
PIN: 7824743084 PARCEL NUMBER: 0099779
TOTAL SITE AREA: 3.045 ACRES = 132,651.97 S.F.
REFERENCE DEEDS: D.B. 6961 PG. 792
P.B. 44 PG. 35
ZONED: HI (HEAVY INDUSTRIAL)
EXISTING IMPERVIOUS AREA:
49,600.96
S.F.
/
1.14
ACRES
(37%)
PROPOSED IMPERVIOUS AREA:
20,283.78
S.F.
/
0.47
ACRES
(16%)
TOTAL IMPERVIOUS AREA:
69,884.74
S.F.
/
1.61
ACRES
(53%)
DISTURBED AREA:
24,656.40
S.F.
/
0.57
ACRES
SITE SOILS DATA:
100% MECKLENBURG SANDY CLAY LOAM
WATERSHED DATA:
LONG BRANCH TO
HIGH POINT LAKE TO
DEEP RIVER TO
CAPE FEAR RIVER
CLASS:
WS-IV
STREAM INDEX:
17-2-1-(1)
FEMA MAP NUMBER:
3710782400J
PANEL NUMBER:
7824
EFFECTIVE DATE:
6/18/2007
FLOOD ZONE:
(ZONE X) MININAL FLOOD RISK
CURRENT PROPERTY ADDRESS:
309 S. CHIMNEY ROCK ROAD
GREENSBORO, N.C.
CURRENT PROPERTY OWNERS:
JOE RONNIE WOLFE
1537 NC HWY 61 SOUTH
WHITSETT, N.C. 27377
SITE FEATURE KEY
S.01 MOBILE OFFICE / CONTROL TRAILER WITH SIDING OF WOOD OR WOOD
MATERIALS (AS APPROVED BY SUBMITTED PICTURES) ON BRICK
FOUNDATION. TITAN MODULAR SYSTEMS, INC. 8' X 28', MEETS IBC CODE,
TYPE V-B, NC (4--A).
S.02 ENTRANCE STAIRS & HANDICAP RAMP PER CODE
S.03 PAVED VAN ACCESSIBLE PARKING SPACE AND ISLE TO RAMP
SEE DETAIL 7 SHEET 5 OF 7
S.04 MATERIAL LOADING HOOPER
S.05 RADIAL AGGREGATE MATERIAL CONVEYOR
S.06 AGGREGATE BIN
S.07 BARREL CEMENT SILO (CEMENT LOADING AREA)
S.08 CENTRAL DUST COLLECTOR
S.09 ADD MIXTURE TANKS IN STEEL SPILL CONTROL ENCLOSURE ON CONC.
SLAB. SIDING TO MATCH OFFICE/CONTROL BUILDING.
S.10 PLANT ELECTRICAL CONTROL PANELS AND METER
S.11 UNDERGROUND SERVICE TO OFFICE/CONTROL BUILDING
S.12 3 PHASE 480 VOLT UNDERGROUND SERVICE TO PLANT
S.13 UNDERGROUND EQUIPMENT CONTROL CONDUITS
S.14 NEW MANUAL GATE INSTALLED MIN. 21' FROM RIGHT-OF-WAY
GATE SHALL BE OPEN DURING BUSINESS HOURS AND CLOSED
WHEN BUSINESS IS CLOSED.
S.15 FIRE DEPT. KEY LOCK BOX (DOORKING 1400) SEE DETAIL 3 SHEET 5 OF 7
S.16 NEW OVERHEAD POWER AND UTILITY POLE CONNECTION
S.17 CONC. STORMWATER COLLECTOR AND WASH COLLECTION PITS
SEE DETAILS SHEET 4 AND DETAIL 1 SHEET 6 OF 7
S.18 CONC. GUTTER AND EARTHEN DIVERSION BERM TO DIRECT RUNOFF TO
COLLECTOR/WASH PITS. SEE DETAIL 2 SHEET 5 OF 7
S.19 DRIVEWAY SIGHT TRIANGLE EASEMENT PER CITY OF GREENSBORO
DEPARTMENT OF TRANSPORTATION DRIVEWAY MANUAL
S.20 MATERIAL STORAGE BINS TO CONSTRUCTED OF POURED CONCRETE WITH A
SMOOTH FINISH AND PAINTED TO MATCH OTHER STRUCTURES APPROXIMATELY
6 FT. IN HEIGHT
U-01 2" WATER METER - CITY OF GREENSBORO STD. GSO-4 & GSO-10
SEE DETAILS SHEET 6 OF 7
U.02 2" REDUCED PRESSURE BACKFLOW PREVENTER -- CITY OF GREENSBORO
STD. GSO-12. SEE DETAILS SHEET 6 OF 7
U.03 EXIST. YARD INLETS TO BE CONVERTED TO TRAFFIC/LOAD BEARING STORM
DRAIN MAHOLES WITH LOAD BEARING RING & COVERS PER GREENSBORO
SPECS. SEE DETAIL 400/401 AND 413 SHEET 6 OF 7
15' STORM DRAIN EASEMENT TO BE DEDICATED ON A FINAL PLAT
U.03a EXIST. YARD INLET: INLET=903.24 -- INV. IN=899.34 - INV. OUT=898.44
U.03b EXIST. YARD INLET: INLET=898.24 - INV. IN=892.92 - INV. OUT=892.92
U.04 CONTRACTOR TO VERIFY LOCATION OF EXIST. STORK PIPE PRIOR TO SETTING GATE POST.
U.05 POLYJOHN PJN3 PORTABLE RESTROOM FOR EMPLOYEES ONLY
E.01 (3) HUBBELL MVM-100OH-268 1000 WATT HID BLUB LIGHTS MOUNTED
ON TOP OF CONC. PLANT SILO. THESE FIXTURES ARE AIMED DOWNWARDS
AND ARE NORMALLY ONLY USED WHEN NIGHT POURINGS ARE REQUIRED
BY CUSTOMER CAUSING PLANT OPERATIONS. SEE DETAIL 6 SHEET 5 OF 7
E.02 (2) HUBBELL 400 WATT MVK-0400P NIGHT SECURITY LIGHTS AIMED
DOWNWARDS MOUNTED ON EXISTING POLE (MAX. 35' HEIGHT).
THIS DEVELOPMENT COMPLIES WITH THE OUTDOOR LIGHTING STANDARDS
OF THIS ORDINANCE, INCLUDING COMPLIANCE WITH THE LIGHT TRESPASS
REQUIREMENT IN 30-9-6.6.
DEVELOPERS ADDRESS: JASON SPEER
FORSYTH REDI-MIX
100 ANDERSON STREET
RURAL HALL, N.C. 27045
336-345-3202
m
Gupton &
Webb, P.A.
ENGINEERS -PLANNERS -SURVEYORS
GFTON & WEBB, P.A.
P.O. BOX 1070
KING, N.C. 27021
336-985-6519
E-MAIL guptonpa@GuptonComm
CORPORATE LICENSE NO: C-0423
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DATE: 2/07/201 8
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