NCG140437_COMPLETE FILE - HISTORICAL_20140701

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT N0.
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DOC TYPE
R HISTORICAL FILE
❑ MONITORING REPORTS
DOCDgTE
❑ �O�! D7 d�
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Henry Batten
Concrete Supply Company, LLC
3823 Raleigh Street
Charlotte, NC 28206
Dear Mr. Batten:
John E. Skvarla, III
Secretary
July 1, 2014
Subject: General Permit No. NCG140000
Concrete Supply Co. Ready Mix Plant -
Mebane
COC No. NCG140437
Orange County
In accordance with your application for a discharge permit received on May 15, 2014,
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 note that NCG140000 contains effluent limitations for process wastewater
discharges (see Part IV, Section D). Wastewater discharges must meet the requirements of
these effluent limitations. An erceedence of any of these limitations is a violation of permit
conditions.
Per the requirements of the Jordan Lake Nutrient Strategy Buffer Rule, all stormwater
drainage to stream buffers, from portions of this site that have been constructed after August 11,
2009, must be discharged through a correctly designed level spreader or another device that
meets diffuse flow requirements per 15A NCAC 213 .0267. Diffuse flow requirements are
described in Chapter 8 of the North Carolina Stormwater BMP Manual, available at:
http:L/portal.nedenr.orgZweb/wg/ws/suibmp-manual.
Please note that permit requirements in Part I1, Section A, numbers 1-5, and Part II,
Section B, number 1 are no longer valid per NC Session Law 2011-394. However, note that Part
11, Section A, number 6, and Part I1, Section B, numbers 2-10 are unaffected by this Session
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hftp://portal.ncdenr.org/web/lr/
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Law. Those sections will remain in effect for the duration of this permit term. Please be
reminded that your facility must notify the appropriate DWQ Regional Office at least 72 hours
in advance of operation of your wastewater treatment facility.
This certificate of coverage is not transferable except upon approval of the Division of
Energy, Mineral, and Land Resources (DEMLR). If the facility changes ownership or is closed,
DEMLR 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 DEMLR, or permits required by other federal state or local authorities.
If you have any questions concerning this permit, please contact Larry Wade PE at
telephone number [phone], or email at larrv.wadeQncdenr.gov ..
Sincerely,
�//
for Tracy E. Davis, P.E., CPM
cc: Raleigh Regional Office
Central Files
Stormwater Permitting -Program -Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
GENERAL PERMIT NO, NCG14QOOQ
CERTIFICATE OF COVERAGE No. NCG140437
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLLITANT 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,
Concrete Supply Company, LLC
is hereby authorized to discharge stormwater and process wastewater from a facility
located at
Concrete Supply Company Ready Mix Plant - Mebane
6802 East Washington Street
Mebane
Orange County
to receiving waters designated as Haw Creek, a class WS-IV;NSW water in the Cape Fear
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts 1, II, III, IV, V, and VI of General Permit No. NCG140000 as
attached.
This certificate of coverage shall become effective July 1, 2014.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 1, 2014.
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

, `E1.n g i`n c C-N
PIannCrs
,-
Borurn, Wade and Associates, P.A.
Mpy 14, 2014
NCDENR
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
,Attu: Ken.Pickle
512 N. Salisbury Street
Raleigh, NC 27604
Phone: [phone]
Regarding: Concrete Supply Company Ready Mix Plant — Mebane
6802 E. Washington Street
Mebane, NC
Dear Ken:
As per our conversation, I am remitting the following items for your review:
1. NPDES - NCG140000 Permit Application NOI
2. 2 Sets of Site Plans
3. Concrete Supply Co, LLC Annual Report (from Secretary of State website)
4. . USGS Quad Site Vicinity Map
5. $100 Review Fee
6. Erosion Control Plan Approval from Orange County
iseexpeclite-the review-of,thin'NOl'package:.Concrete<Supply�Company.is-work ng:ta:have.tHis
pleted for:operation_before=the,end of June'if:possiblb.
If you have any questions, or need additional information, please do not hesitate to contact my office;
or, you can also contact .tohnie Alexander @ 704-309-8738.
ry Truly Yours,
ne tin, P. .
Enclosures
IRM
MAY 1 5 2014
_MR .WATER Gii:F,LriY
621 Eugene Court, Suite roo, Greensboro, NC 27401-2711 - PO Box 21882, Greensboro, NC 27420-1882
Phone [phone]- Fax [phone]
Website: www.borum-wade.com
NC License #: C-o868

I FOR AGENCY USE ONLY I
Division of Water Quality 1 Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
NO-- C—OLINA DER. EN OF
ENVVt mew a o N akF RE6curteEt
NCG140000
NOTICE OF INTENT
Year
I Certificate ofCoveraue I
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
This N01 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 exceedence of any of these limitations will result in a violation of the permit conditions.
For questions, please contact the DWQ 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): (Please print or type all entries in this application form.)
Legal Owner Name Concrete Supply Company, LLC
(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 29 below) Henry Batten
Street Address 3823 Raleigh Street
City
Telephone No
Charlotte
[phone]
Alternate Contact Name _Johnie Alexander
Alternate Contact Telephone (if different)_(704) 372-2930
2) Location of facility producing discharge:
State_NC _ ZIP Code 28206
Email h eln+rt,.bt,k�e.A (-� C on trete supelwe. co•^^
Email (if different) johnie.alexander@
concretes upplyco.com
Facility Name _Concrete Supply Company Ready Mix Plant - Mebane
Facility Contact Johnie Alexander
Street Address _6802 E. Washington Street _ w—
City Mebane State_NC _ ZIP Code
County _Orange County
Telephone No. [phone] Fax: [phone]
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). Take 1-4011-85 to far western side of Orange County, exit towards the
North 0) exit #157 (Buckhorn Rd), ao north on Buckhorn for +1-0.4 mi. turn left onto E. Washinaton St. ao
west on E. Washington St. for +i-0.65 mi. and the site is located on the left hand side of the road
(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*05'12" Longitude 791114'14" (deg, min, sec)
5) This NPDES Permit Application applies to the following (check all that apply):
X New or Proposed Facility
❑ Existing Facility Permit #
Date operation is to begin July 2014
SWU-229-11032011
Page 1 of 7

NCG140000 NA -I.
6) Consultant's application information:
Consultant: Gene Mustin. PE
Consulting Firm: _Borum Wade and Associates, PA
Mailing Address: _PO Box21882
City: Greensboro_
State: NC
Phone: (336_) 275-0471
Zip Code: _27420
Fax: L336_) _275-3719,
Email: [e-mail]
(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.)
Ready Mix Concrete Plant
Stormwater Discharge, Wastewater Treatment & Discharge and Permitting Information
9) Discharge points / Receiving waters:
I
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater andlor wastewater from
the property:
Stormwater-only: Wastewater -only: . Wastewater Commingled with Stormwater. _ i
For new facilities: Expected date of commencement of discharge: July 2014
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? _Haw Creek —into —Haw River_ into Jordan Lake
Receiving water classification(s), if known: WS-V; NSW
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes RX No
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR
does not approve, coverage under NCG140000 cannot be granted. No new discharges of
process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalls 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 Storm waterlwastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
a Runoff conveyance structures
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
Page 2 of 7
SWU-229-07122011

NCG140000 N.O.I.
a 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: A line 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)?
® No ❑ Yes
Wastewater.,
12) What types of wastewater does your facility generate or discharge?
" r s ay�L
%
, ,�
Type of Authorized Wastewaterrs hti r
�, Generate s
Dischar e
; Senf'ta WW
s°�
Treatment
�_s �Rt�,� ►'gM ;a,:._
f;
S stem r�'
Vehicle and equipment cleaning VE
X
❑
❑
Wetting of raw material stockpiles RM
X
❑
❑
Mixin drum cleaning MD
X
❑
❑
Further explanation, if necessary:
13) Will your facility spray -down or actively wet aggregate piles?
. ❑ No R Yes
14) Does the facility use any of the following on site?
nPhosphorus -containing Detergents ❑ Non -Phosphorus -containing Detergents
RX Brighteners ❑ Other Cleaning Agents ❑ Other:
15) Are wastewater treatment facilities planned in the 100-year flood plain?
No ❑ Yes
16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
[]Yes nX No
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
year, 24-hr rainfall event
Page 3 of 7
SWU-229-07122011

NCG140000 N.0.1.
0 �C­ 17) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
1000 and hold your facilities' working volume'?
❑ Yes nX No
Will your facility discharge wastewater to surface waters?
RYes ❑ No
If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including
holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site,
and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES
permit for wastewater discharges. if you believe this is the case, please contact DWQ's Aquifer Protection
Section Land Application Unit Central Once Supervisor or staff (1636 Mail Service Center, Raleigh, NC
27699-1636) for more information on obtaining the necessary permits or approvals. if you will discharge
wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated
with ready -mixed concrete or like operations under NCG 140000. For further questions, please contact
DWQ's Stormwater Permitting Unit Staff.
18) A wastewater treatment alternatives review is required by 15A NCAC 2».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? R VE XX RM PX MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... Xn Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... nX Yes ❑ 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. *
It is not feasible to connect to the Municipal System because off -site easements crossing_
private land would have to be purchased and secured. There is noguarantee
that the off -site property owners will offer to agree to the easement purchases.
c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? ❑ Yes nX No
(1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit
(2) If No, is this option technologically feasible (possible)? Why or why not?*
This option is technologically possible T _
(3) If No, is it feasible to build a CLRS on your site? Why or why not?*
it is not financially feasible to construct a CLRS on the site
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
A CLRS is too expensive for this site
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? .....................❑ Yes qX No
1 See DWQ's Aquifer Protection Section Land Application Unit's water Balance Calculation Policy for more information, on DWQ LAU's
website htt:11 rtal.nodenr.org/web/W.q/a DsAau/policies for more information.
Page 4 of 7
SW U-229-07122011

NCG140000 N.O.I.
Why or Why not? This is a completely wooded site - spray irrigation not cost effective
ii) Is a surface or subsurface disposal system feasible to implement?*... ........................ 0 Yes � No
Why or Why not?
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
e) 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?* ... nx Yes ❑ No
i) if No, contact DWQ's Land Application Unit to determine permitting requirements.
f) 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 R No
* You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
Stormwater.
19) Does this facility employ any best management practices for Stormwater control? R No ❑ Yes
If yes, please briefly describe: _Dry detention area at the rear of the site to control runoff from
process water and storm water
20) Does this facility have a Stormwater Pollution Prevention Plan? R No ❑ Yes
If yes, when was it implemented?
21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? nX No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
Other/Permitting:
22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
No MisYes (The permit application has been submitted to Orange County) Sa gw-t-h�-,
If yes, list the permit numbers for all current E&SC permits for this facility: C-6 -e7oE7 oPAA-9�
couu-�
23) Is your facility subject to Phase II Post -Construction Area? X Yes ❑ No
If yes, who is the permitting authority? City of Mebane, NC (low density option permit - no BMP required)
24) Is your facility located in one of the 20 Coastal Counties? ❑ Yes X No
Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? X Yes ❑ No
Page 5 of 7
SWU-229-07122011

NCG140000 N.O.I.
25) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate plies,
drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? nX No 1Yes
If yes, please attach your approval from the permitting authority to do so.
26) Does this facility have any other NPDES permits? No 1X Yes
If yes, list the permit numbers for all current NPDES permits for this facility: _NCG01 Applied For.
27) Does this facility have any Non -Discharge permits (ex: recycle permits)? Xa No ❑Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
28) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
nX No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X]No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
XR No ❑ Yes
d) Type(s) of waste: NIA
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport 1 disposal vendor: _
Vendor address:
Final Checklist
This application application will be returned as incomplete unless all of the following items have been included:
M" Check for $100 made payable to NCDENR.
f LK This completed application and all supporting documentation. See Question 10.
0,7" 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
verning agency (required per 15A NCAC 02H .0138).
f Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
outfalis. See Question 10.
E'_f A county map or USGS quad sheet with location of facility clearly marked.
29) 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. -
Page 6 of 7
SWU-229-07122011

NCG140000 N.O.I.
Certification: North Carolina General Statute 143-215.6 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).
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 Na of Person Signing: Henry Batten_____
Title: I Manager
x S-9'1`-
(Date Signed)
Notice of Intent mulst be accompanied by a check or money order for $100.00 made payable to: NCDENR
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ....
Fayetteville Office .
Mooresville Office.
(828) 2964500
[phone]
[phone]
Raleigh Office ........ [phone]
Washington Office...
[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office ....; ....
[phone]
Page 7 of 7
styli-229-07122011

EBAN`E _
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GoNGREm PLANT
GaW,RETE SUPPLY GO., LLG
W2 E. WA5HIN5TON STREET
NeAW, NORTH (AROLINA
-;�Borum, Wade and Associates, P.A.
- B .�...
p l' wb<f s
} 621 Eugene Court, Suite 100, Greensboro, NC 27401-2731
`�rUlS:.
Pfioue:336-275-0471 Fax:[phone]
SCALE, f'=4d DATE. MAY IZ �044
}
� b
1� b ii
UAD MAP

s� tV LIMITED LIABILITY COMPANY ANNUAL
NAMFOF LIMITED LIABILITY COMPANY: Concrete Supply Co., LLC
SECRETARY OF STATE ID NUMBER. 1301341 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2013
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: H Vaughn Ramsey
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
100 N. Greene St., Suite 600
Greensboro, NC 27401 Guilford
SECTION B. PRINCIPAL OFFICE INFORMATION
SOSID: 1301341
Date Filed: 12/19/2013 4:32:00 PfiNI
Elaine F. Marshall
North Carolina Secretary of Stale
® Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1. DESCRIPTION OF NATURE OF BUSINESS: ready mix concrete
P.O. Box 2888
Greensboro, NC 27402
2. PRINCIPAL OFFICE PHONE NUMBER:. [phone] 3. PRINCIPAL OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
3823 Raleigh St. PO Box 5247
Charlotte, NC 28206 Mecklenburg
Charlotte, NC 28299
SECTION C: A ER !M S10 G NIZER (Enter additional ManagerslMembeWOrganizers in Section E.)
NAME: henry Batten NAME: NAME:
TITLE: Manager
ADDRESS:
3823 Raleigh St.
Charlotte, NC 26206
TITLE:
ADDRESS:
TITLE:
ADDRESS:
SECTION D: CERTIFICATi N F ANNUAL REPORT. Section D must be completed in its entirety by a personlbusiness entity.
�Z 7 74)/3
SIGNATURE DATE
Form must he sig ed ManagerlN3ember listed under Section C of this form.
Henry Batten Manager
Print or Type Name of Manager/Member TITLE
SUBMlIJH S 6NNUAL REP RT Vul E REQUIRgD EILAG FEES OG
MAIL TO: Secretary of State. Corporations Division, Post Office Box 29525, Raleigh, NC 27625.0525
Only

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
+ Craig N. Benedict, ArCP, Director
Administration 245.2575
Erosion Control Division' • 131 W. Margaret Lane,
[phone] Suite 200
[phone] (FAX) I== P O Box 8181
r,=
www.co.orange.nc.us Hillsborough, NC 27278
Letter of Approval
Wednesday, May 07, 2014
Mr, Alan Roebuck
Concrete Supply Co.,LLC
3823 Raleigh St.
Charlotte, NC 28206
Re: Erosion Control Plan Approval for Land -Disturbing Activity in Orange County, NC
Permit Number: EC14-0027
Project Name: Concrete Plant
Parcel 1D Number: 9834090845
To Person(s) Conducting Land Disturbing Activity:
Approval of the Erosion Control Plan for this site is hereby granted. This letter and its attached
conditions, approvals, comments and statements becomes part of the approved Erosion Control
Plan for this land -disturbing activity.
The land -disturbing permit (Erosion Control Permit) will be issued at the Pre -Construction
Conference. No timbering, grading, or other land -disturbing activities may occur prior to
this conference. Please read the attached Conditions ofApproval carefully in order to understand
your responsibilities and liabilities. After reading the Conditions of Approval, please sign and
return the Letter of Acknoivledgenient provided. Failure to comply with the erosion control
requirements of the Orange County Unified Development Ordinance may result in a stop work
order, fides and/or penalties.
Sincerely,
Reynolds J. (Ren) lvins
Orange County Erosion Control Supervisor
rivins&o.orange.nc.us
S:\5_Erosion Control and Water Quality\I rosion Control and Water Quality\Jobs by year\New Work
14\Mebane\Concrete Plant\COA.docx ]

ORANGE COUNTY PLANNING & INSPECTIONS DEPARTMENT
Craig N. Benedict, AICP, Director
Administralion 245-2575
Erosion Control Division 131 W. Margaret Lane,
[phone] / ;: - jG Suite 200
[phone] (FAX) 17 P O Box 8181
www.co.orange.nc.us l.� Hillsborough, NC 27278
Conditions of Approval
Permit Number: EC14-0027 Jurisdiction: Mebane
Project Name: Concrete Plant PIN or TMBL: 9834090845
Permit Date: May 7, 2014
Concrete Supply Co.,LI[C is listed as the entity responsible on the Statement of Ownership and
Financial Responsibility form submitted for this site. (If you are not the owner/developer or
other responsible person, please take this opportunity to correct this error as soon as possible;
otherwise, you will be considered responsible.) Although you will probably contract someone
(a general contractor, grading contractor, subcontractor, etc.) to actually implement and
maintain the erosion control plan, it is your responsibility, according to the Orange County
Unified Development Ordinance, to see that the requirements of the Ordinance and approved
plan are achieved. It is also your responsibility to ensure the approved plan is successful in
containing sediment on -site and that all permanent erosion control measures are successful. If
these responsibilities are not fulfilled and enforcement and/or legal actions are taken, it will be
against Concrete Supply Co.,LLC, not the grading contractor or other contractor, unless they
are the same person or firm.
Erosion Control personnel will cooperate with you and your designer and contractor to
implement the approved plan and meet the Ordinance requirements. To accomplish this, both
you and your agents must take the initiative in contacts with Erosion Control personnel.
However, this interaction must not be interpreted as relieving you of any responsibilities and
transferring it to the contractor or Erosion Control personnel. Neither should it be construed
that Erosion Control personnel are acting as liaison between you and your designer,
contractors, or other agents. If problems arise, Erosion Control personnel will suggest solutions;
however these are only suggestions, since Erosion Control personnel will not act as your
engineer. If necessary you must employ your engineer or architect to design a solution.
We will continue to work with you, your contractor, and designer, and we will contact
personnel at the site whenever possible to keep the site in compliance (as long as all of you are
responsive). If this approach fails, and you do not take the initiative in responding to requests
for compliance, you will be given written notices of 6olation and enforcement action will be
taken should you fail to respond by die specified deadlines. It is hoped, and is our commitment,
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Conditions of Approval
Revised 3/06/12
that the first approach to inspections and compliance will be successful and that a good
working relationship can be established and maintained.
In undertaking this land -disturbing activity, be aware of and observe the following
requirements of the Ordinance.
• PRIORITIES: Erosion and sediment control must be given equal, or greater if necessary,
priority with grading, construction, and other efforts to develop the site. At certain times
(for example, during initial construction and when repairs and maintenance are
required) erosion and sediment control will require more effort to ensure success.
• EXPIRATION: Erosion control plan approval expires if work does not begin within 18
months of the date of this letter. The land -disturbing permit expires with the plan
approval or two years after work begins.
• THE WEATHER: Assume that this site will get at least one 6-hour, 10-year storm event
(0.67 inches/hour for 6 hours) and be prepared to handle the resulting runoff and
control the erosion it will cause on the site. If your site is located within the Neuse River
Basin, then erosion control measures must be designed to withstand the 25-year storm.
• INITIATIVE: Concrete Supply Co.,LLC must take the initiative in implementing the
erosion control plan. This includes seeing that the construction sequence is followed,
inspecting the installed devices, performing maintenance and installing additional
devices when necessary. Do not wait for Erosion Control personnel to discover
problems; their function is not to act as your construction inspector but to spot-check the
site for compliance with the approved plan. When Erosion Control personnel discover
problems and there has been no initiative on your part to make corrections, you will be
expected to make corrections immediately, usually within one or two days.
• OTHER APPROVALS AND PERMITS: This project must comply with all local, State,
and Federal environmental laws. You must have all necessary applicable approvals (i.e.,
zoning compliance, Department of Transportation, US Army Corps of Engineers, NC
Division of Water Quality, sewer and water, etc.) required to begin this project so that
work can continue uninterrupted to completion and there are no delays that will
increase erosion and sediment generation. If these approvals are not obtained and work
is suspended while waiting for them, the site will have to be stabilized until work
resumes. If a Land -disturbing permit has not been obtained, it is your responsibility to
ensure that it is purchased before work begins.
• PROPERTY LINES, CLEARING LIMITS, ETC.: Concrete Supply Co.,U,C is
responsible for determining where the property fines and clearing limits are, and for
staying within those boundaries. You are also responsible for locating, and protecting
such things as setbacks, water quality buffers, absorption field sites, flood plains,
protected wetlands, undisturbed areas, trees to be saved, etc.
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Conditions of Approval
Revised 3/06/12
• PERFORMANCE: The Ordinance is performance oriented. If it is determined that
sediment damage (sediment lost off site or into streams, water bodies, or buffers) is
occurring despite proper implementation and maintenance of the approved plan, it is
your responsibility to provide additional sediment trapping and/or erosion control
measures. Although the plan has been carefully reviewed, unexpected difficulties may
be inevitable, and you must resolve them.
• RESTORATION OF AREAS DAMAGED BY SEDIMENT: You will be required to
restore waters and land affected if you fail to prevent sediment damage resulting from
this activity. This is in addition to any other penalty or injunctive relief.
• CHANGES TO THE PLANS OR IN OWNERSHIP: if significant changes are required
to the approved plan, then you must have your designer make revisions and submit
copies to the Division upon request. If the site plan is revised in any way that affects
erosion and sediment control, you must inform us and submit revised plans. If
ownership of this project changes and responsibility is transferred to another person,
you or the new owner must inform us in writing with pertinent, information such as
contact name, address, telephone and fax numbers. Otherwise, Concrete Supply
Co.,LLC will be considered responsible. If you did not supply this office with the names
and addresses of all members of your partnership you are responsible for supplying
them with copies of this Ietter and any other correspondence from this office related to
this project.
• COMPLETION OF DISTURBANCE IN AS SHORT A TIME AS POSSIBLE:
Sediment -trapping devices are not 100 % effective in removing soil particles from runoff.
Therefore, the Ordinance requires that all land -disturbing activities be planned and
conducted to limit exposure to the shortest feasible time. To accomplish this requirement
construction must be continuous and uninterrupted until completion and permanent
stabilization. If construction is interrupted or delayed or the project is abandoned, the
site must be stabilized with adequate ground cover.
• PROVIDE YOUR CONTRACTORS WITH A COPY OF THE APPROVED PLAN:
Make sure your contractor has a copy of the approved erosion control plan, has
considered it in their bid, and is prepared to proactively implement the plan. If phases of
the plan will be conducted by different subcontractors, Concrete Supply Co.J.1-C must
ensure that their efforts are coordinated so that the approved plan is followed. For
example: if the clearing and installation of the sediment trapping devices will be done by
different contractors, the clearing must not get ahead of construction of the devices. As
stated in the approved plan, the initial clearing must be limited to only that area
necessary to gain access to and install the erosion and sediment control devices.
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Conditions of Approval
Revised 3/06/12
• COORDINATION BETWEEN CONTRACTORS AND SUBCONTRACTORS: You
must ensure that sediment and erosion control is coordinated during timbering,
clearing, grading, and construction so that controls and devices are maintained and not
removed or damaged. If this site is subject to NCG010000, logbook maintenance should
also be coordinated.
• KEEP A COPY OF THE APPROVED PLAN ON THE SITE: The plan must be available
to the contractor and inspection personnel. Failure to do so is a violation.
• DISPOSAL OF CLEARING AND DEMOLITION DEBRIS AND CONSTRUCTION
WASTE: All debris and waste resulting from development of the site (stumps, brush,
demolished structures, construction waste, etc.) must be properly disposed of in
accordance with local and State regulations. Open burning of trees, limbs, stumps, and
construction debris is prohibited. Concrete, stumps and other clearing debris and
construction waste must be carried to appropriately permitted landfills.
+ SITE INSPECTIONS: The Ordinance authorizes Erosion Control personnel to enter the
site for the purpose of investigation and inspection. Erosion Control personnel will
periodically inspect the site to determine if the approved plan is being implemented and
if it is successful. If problems or violations are found, the Erosion Control personnel will
attempt to contact site personnel to discuss with them and arrange corrections within a
specified time. Also, a written site inspection report will be left with site personnel, in
the mailbox on -site, or transmitted in another manner. If you, or your contractor, have
questions about the inspection report, contact the Erosion Control personnel
immediately - do not wait until the deadline to start asking questions.
• COMMUNICATIONS: In addition to leaving inspection reports on -site, a copy will be
mailed and/or faxed to Concrete Supply Co.,LLC. As the entity responsible for the
land -disturbing activity, you should ensure compliance with the approved erosion
control plan and see that your contractor corrects violations by the given deadline.
Erosion Control personnel are generally in their offices and available by phone between
8:00 and 9:00 a.m. and 4:30 and 5:00 p.m., and have mobile phones as well. Feel free to
contact them with any questions or concerns.
• PERSONNEL, EQUIPMENT, AND MATERIALS MUST BE AVAILABLE FOR
MAINTENANCE AND REPAIRS AT ALL TIMES: Maintenance is a critical element of
the erosion control plan needed to ensure that devices continue to operate effectively.
You must be prepared to work on the devices when the need arises. In order to do this,
you may consider stockpiling certain materials such as stone, sediment fence and wire,
e tc.
• PREPARING FOR WORK: Before beginning the project be certain that all necessary
materials, such as skimmers, riser struchn'es, pipes, etc., are available and ready for
delivery or already on site.
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Conditions of Approval
Revised 3/06/12
• ENFORCEMENT ACTIONS: If there is inadequate response to a verbal request or
Notice of Violation, or you fail to properly implement the approved plan, enforcement
action will be taken against the Concrete Supply Co.,] -LC to bring the site into
compliance. Actions may include:
Stop Work Orders: All work not directly related to erosion and sediment control
and bringing the site into compliance, including building construction, must cease
until the site is brought into compliance.
Revocation of the Land -disturbing Permit: All work not directly related to erosion
and sediment control and bringing the site into compliance, including building and
home construction, must cease until the site is brought into compliance and another
permit is purchased at the current rate. The Permit fee is $3036.00.
Fines: $5000 per day may be assessed per violation. Payment of fines or for another
permit is the responsibility of Concrete Supply Co.,LLC, not your contractor.
Injunctive Relief: Legal action will be initiated in Superior Court to restrain the
violation and bring the site into compliance.
• STABILIZATION: Disturbed areas must be stabilized within 7 or 14 calendar days of
termination / completion of any phase of grading per the following guidelines by a
temporary / permanent ground cover sufficient to restrain erosion.
Perimeter dikes, swales, ditches, and slopes - 7 days
High Quality Water Zones - 7 days
SIopes 2:1 or steeper - 7 days
Slopes between 2:1 and 3.1 greater than 10' in length - 7 days
Slopes between 2:1 and 3:1 less than 10' in length -14 days
Slopes between 11 and 4:1 less than 50' in length -14 days
Slopes between 3:1 and 4:1 greater than 50' in length -- 7 days
Slopes flatter than 4:1 -14 days
As long as grading is not suspended more than the specified time period, the disturbed
areas do not have to be stabilized until final grade is reached. However, if work is
delayed or suspended for more than the specified time period and you are given a
written notice to stabilize it, grading the area again does not allow you to disregard the
notice. If an area is to be worked again, it must be graded and stabilized by the given
deadline. When construction is completed, all disturbed areas must have a permanent,
stabilizing ground cover applied within the specified time period.
The intent of this requirement is to limit erosion by completing the disturbance and
stabilizing disturbed areas in as short a time as possible. To avoid stabilizing the same
area several times, schedule work so that grading and other construction are
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Conditions of Approval
Revised 3/06/12
coordinated. When a particular area ,is finished, permanently stabilize it immediately
instead of waiting until the end of the is
to stabilize the entire site at once.
SUCCESS OF PERMANENT MEASURES: These measures (vegetation, other types of
stabilization, channel linings, energy dissipaters, etc.) must be successful in restraining
erosion. For example: If an annual plant (such as annual ryegrass) is used instead of a
perennial for permanent stabilization, it is the responsibility of the owner to reseed and
establish a permanent vegetative cover when the annual fails after one season. If
vegetation in a ditch or channel fails to survive and establish a permanent cover so that
erosion is restrained, then some other type of lining, such as matting or stone, must be
provided by the owner.
• MAINTENANCE OF PERMANENT MEASURES: Maintenance is the responsibility of
the owner except those measures in a street or utility right-of-way accepted by a
government agency.
APPEALS: You have the right to appeal the following: disapproval of the erosion
control plan; modifications to the erosion control plan; any conditions of approval; and
enforcement actions. Procedures are outlined in Section 2.24 of the Ordinance. Hearings
are conducted by the North Carolina Office of Administrative Hearings.
Conditions of Approval Particular to this Site
Several conditions specific to this project must be met as conditions of approval for the erosion
control plan, before any work may begin. These are discussed below.
1. BEFORE any land-diSLUrbing activity can begin you must ackno%vled re in %vriting that
you have read this letter, understand its requirements and implications, and are
prepared to ensure that you, your contractors, „agents, etc. will observe these
requirements. A letter of acknov,,ledgment is included.
2. Since the land disturbance_ will be }seater than one (1) acre, the Self -Inspection
1-egr1ir0111ents l?crrsuant to the North Carolina Sedimentation Pollution Control Act
al)l,lies to this site. Codes of a'notic(2 memo discussing the requirements are attached
with an inspcclion fbrm for your rcvicw.
�. Tie in the silt fencing into the.pQnds diversion berms. Don't block sl?illtivay with silt
fence. 1-lave u11clisturb(2d clean �vat.er dischffl— e oulsicle of lence urea.
4. Contact Stcyc Kaltenbach at 9 9-2-15-2588 to schedule this I1rc'-csu1str•uction conference.
fypic�il ticncicc;� Ore the Otic'ner J11cli01' IZipr�sentaliyc�, I;rc��ic it Control Desi 11
D1"inCC1-, G,cncTA C0111r,1001' rncl C r cliii ; Cc,nh'< t_tC r.
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"l4\ivlebane\Concrete Plant\COA.docx 7

Conditions of Approval
Revised 3/06/12
We look forward to working with you toward the successful completion of this project. If you
have questions about this letter or project, do not hesitate to contact Erosion Control personnel
at the telephone number in the letterhead.
Failure to appeal these conditions in writing within 15 days after receipt of this letter, or
initiation of land -disturbing activity, signifies your acceptance of these conditions of approval of
the erosion control plan and your intention to observe and implement the conditions.
S:\5_ErcsionControl and Water Quality\Erosion Control and Water Quality\Jobs by year\Me", Work
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Conditions of Approval
Revised 3/06/12
Letter of Acknowledgement
Erosion Control Division
Orange County Planning and Inspections
Post Office Box 8181
Hillsborough, NC 27278
Re: Acknowledgment of Receipt and Reading of Letter of Erosion Control Plan Approval for:
Project Name:
Concrete Plant
Permit Number:
EC14-0027
Parcel Number:
9834090845
To whom it may concern:
I, a person with authority to execute instruments for Concrete Plant, acknowledge that I have
received this letter and the Conditions of Approval attachment, have read them, understand the
requirements, and am prepared to ensure that my contractors, agents, etc. will observe these
requirements and the approved erosion control plan. I also acknowledge that I am ultimately
responsible for compliance with the approved erosion control plan and the Ordinance, and for
ensuring that the plan is successfully implemented.
Please note that this site may have additional requirements regarding stormwater runoff during
construction as noted below:
❑Land disturbance at this site will be less than one 1 acre therefore it does not
require an NPDES stormwater discharge permit for construction, nor does it require
self -inspection pursuant to the North Carolina Sedimentation Pollution Control Act.
Land .Disturbance at this site will be one (1) acre or more; therefore the following
additional requirements apply to this site:
1. Self -Inspection pursuant to the North Carolina Sedimentation Pollution
Control Act. I acknowledge that I have received a copy of the self -inspection
documentation.
2. NPDES general stormwater discharge permit for construction activities
(NCG010000): I acknowledge that 1 have received a copy of the permit, read
the permit and understand that it is my responsibility to comply with the
permit requirements. This includes but is not limited to, maintaining a rain
gauge on -site, keeping precipitation records, and conducting required
monitor'
nitor' g and inspections.
( Date
Please Print Name and Title Legibly
S:\5_Erosion Control and Water Quality\Erosion Control and Water Quality\Jobs by year\New Work
14\ Mebane\ Concrete Plant\COA.docx 9

BORUM WADE AND ASSOCIATES PA
621 EUG ENE CT STE 100
GREENSBORO, NC 27401-2771
782O
66.1121531
Date 05 ) 4 -9,01 !
I
1pay to fr Nj 7 Iv o 100.00
Order of n
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BRANCH BANKING AND THEIST COMPANY
I-SWBANKBBT BBT.m
FOR

NCG 140437
Map Scale 1:24,000
Concrete Supply Company, LLC
Ready Mix Plant - Mebane
Latitude: 361 05' 12" N
Longitude: 791 14' 14" W
County: Orange
Receiving Stream: Maw Creek
Stream Class: WS-V;NSW
Sub -basin: 03-06-02 (Cape Fear River Basin)
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Facility Location

VICINITY MAP
SCALE: I' = 2000'
51TE / G IV I L PLAN5
(ob02 EAST NA5H I N6TON STREET
G HE E K5 TOWNSHIP,
MEBANE, NORT
DATE:
MAY 12, 2014
V N Il E R:
ORANGE GOUNTY
H GAROL I NA
GONGRE-TE SUPPLY GO., LLG
3823 RALEI6H 5TREET
GHARLOTTE, W. 28206
PHONE: [phone]
� S;u1"ite�Or:S
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone:[phone] Fax:[phone]
Web: www.borum-wade.com
N.C. License #: C-0868
LEGEND
5TORMDRAINA6E
FLARED END 5EGTION
OPEN THROAT CATCH BA51N
8" 5EWER LINE
FIRE HYDRANT
GATE VALVE
RGP
HOPE
EX. HATERLINE
CLA55 III REINFORCED CONCRETE PIPE
HIGH DEN5ITY POLYETHYLENE PIPE
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51 TE OPERATI ON5
NARRATIVE
The proposed facility will operate as a Concrete Ready Mix Plant (Plant). The Plait will receive raw
materials in bulk. These materials include aggregate and sand that will be hauled in and stored in the
a egate bunkers, cement to be stored in the cement silo, fly ash to be stored In the fly ash silo, and
other add -mixtures that will be stored in the add -mixture contament storage area. There is an on -site
water service connection that will supply water for the Plant operations.
During the work day, the Plant will utilize the available materials to blend and mix to produce concrete.
These concrete mixes will be loaded onto the delivery trucks. These trucks will wash down at the wash
pit area. Also, the Plant operator may wet -down the aggregate pits as needed. All process water and
storm water run-off will be directed into the holding pond at the rear of the site.
6ENERALNOaE5:
I. TOPOGRAOPHIG SURVEY INFORMATION TAKEN FROM FIELD 5URVEY
BY BORUM, WADE AND A55OGIATE5, PA.
2. CONTRACTOR TO VERIFY ALL DIMENSION5 PRIOR TO GON5TRUGTION.
3. ALL EXI5TIN6 LNPER6ROUND UTILITY LOGATION5 ARE APPROXIMATE AND MAY
NOT REPRESENT ALL UTILITIE5 OR 5ERVIGE L1NE5. PRIOR TO EXCAVATION THE
CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY GOMPANIE5 TO HAVE ALL
UNDER6ROUND UTILITIE5 LOCATED AND MA??KED.
4. ALL GON5TRUGTION TO BE IN AGORDANGE WITH ALL CITY OF MEBANE, 5PEGIFIGATION5
AND 5TANDARD DETAIL5, LATE5T EDITION, AND, NGDOT ORAN6E COUNTY 5TANDARD5
AND 5PEGIFICATION5.
5. ER05ION CONTROL MEA5URE5 SHALL BE INSTALLED IN A TIMELY MANNER TO
MINIMIZE THE IMPACT OF THE GON5TPXTION ON THE ENVIRONMENT. THE CONTRACTOR
SHALL U5E THE NC ER05ION AND SEDIMENT CONTROL PLANNING AND DE516N MANUAL
FOR ADDITIONAL INFORMATION.
b. GONTRAGTOR TO CONTACT E%INEER/OWNER FOR ALL GON5TRUGTION TO BE FIELD
INSPECTED.
1. ALL HIGH DENSITY POLYETHYLENE 5TORM PIPE SHALL BE HANGOR SURE-LOK PIPE
WITH 5MOO T H INTERIOR WALL5 (OR EG JAL PRODUCT A5 APPROVED BY CITY
OF MEBANE AND ENGINEER), AND IN5 T ALLED PER MANUFACTURER'S 5PEC5.
5HEET INDEX
EXI5TIN6 GONDITION5 and DEMOLITION
51TE/UTILITY PLAN
6RADIN6/ER05ION GONTROL PLAN
51TE DETAIL5
ER05ION GONTROL DETAIL5
ER05ION CONTROL DETAIL5
Know what's below.
Call before you dig.
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rum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax:[phone]
Web: www.borum-wade.com
N.C. License #: C-0868
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CONTACT: ALAN ROE5JGK
DRAWN BY: MRO
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621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27120-1882
Phone: [phone]+71 Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
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621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
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Planners`
APPROVED DEVICES
A.
NS
* NOTE: RPZ
REQUIRED ON
W�ILK 475 DARR OR 375
'HEAT SOURCE TO BE PROVIDED BY OWNER"
Fl ELINES WITH
ADA W/ REMOTE READOUT
FIRE DEPARTMENT
(GAL) g
REDUCED PRESSURE DECTECTOR BACKFLOW * OR
CONNECTIONS.
z
DOUBLE DEFECTOR CHECK VALVE AS REQUIRED
2. FEBCO SERIES 826YD
BY CITY OF MEBANE GATE VALVE
im
DETECTOR WITH REMOTE
READER (GAL.)
c�
B. DDC
1. FEBCO 876V WITH REMOTE
READER (GAL)
N
307*
2. WILKINS MODEL 350 ADA
BRICK
WITH REMOTE READOUT (GAL)
PIER
t 2"
}
Y J
A
_ I�I CONCRETE BASE —
II DETECTOR METER - NEPTUNE
i METER ONLY %w x %" T-10
WITH E CODER-R400 P1T
—.- GALLON REGISTER. .-...
MEGALUG ALL MJ FITTINGS. MINIMUM OF z' D.I.P. ON
D.I.P. REQUIRED FROM
METER TO BACKFLOW DITCH MUST REMAIN OPEN UNTIL BACKFLOW OUTLU SIDE OF BACKFLOW
IS INSPECTED BY CITY OF MEBANE.
NOTES
1. THE BACKFLOW DEVICE SHALL BE WITHIN 10' OF AND ON THE PROPERTY SIDE OF THE
METER. ENCLOSURE SHALL NOT OBSTRUCT SITE DISTANCE
AT ROAD CROSSINGS.
2. ALL BACKFLOW DEVICES SHALL BE INSTALLED ABOVE GROUND IN A HORIZONTAL
POSITION UNLESS OTHERWISE PREAPPROVED BY THE CITY OF MEBANE.
3. SHUT OFF VALVES SHALL BE RESILIENT SEAT WITH FLANGED END AND O.S.&Y HAND
WHEELS.
4. ALL INTERIOR AND EXTERIOR IRON SURFACES SHALL HAVE EXPDXY COATINGS TO
CONFORM TO ANSI/AWWA C550 OR MANUFACTURED OF STAINLESS STEEL
5. APPROVED ABOVE GROUND ENCLOSURES: 'HOT BOX". HYDROCOWL. SMI MODEL
b68-EHPZD, B8O-EHPZD, B110-EHPZD) OR BFP (#E40-1PD. 800-1PD, 950-APD OR
1150-APD. ENCLOSURE MUST HAVE A DRAIN
6. TANDEM BACKFLOWS REQUIRED IF SERVING MULTIPLE USERS OR SERVICE CANNOT BE
INTERRUPTED
7. DETECTOR METER AND BACKFLOW ASSEMBLY SHALL BE INSTALLED IN ENCLOSURE.
B. PIPE do FITTINGS BELOW GRADE TO BE M.J. WITH RETAINER GLANDS.
150 PSI MIN. WORKING PRESSURE.
9. INSTALL BACKFLOW DEVICE NEAR MAIN WATERLINE CONNECTION AT STREET RIGHT OF
WAY.
10. ALL BACKFLOW DEVICES SHALL BE TESTED, INSPECTED, AND MAINTAINED BY THE
OWNER. PROVIDE ANNUAL REPORTS TO CITY. W-5
CITY OF MEBANE ABOVE GRADE BACKFLOW
T PREVENTER, 3" AND GREATER
S A N D A R D � :N.T.S. P: 04-02-12 n cis
4" ABC 5TONE COMPACTED
COMPACTED EARTH
_ ._+
GRAVEL 5EGTION
5GALE: NONE
4' 3,500 P51 GONGRETE (AIR ENTRAINED)
PARK I N6 AREA
GONGRETE PAVEMENT 5EGTION
56ALE: NONE
INSTALL R7-8 HANDICAPPED PARKING 516N AT HANDICAPPED
PARKI N6 5PAGE. INCLUDE VAN AGGE551 BLE 516N AND
PENALTY 516N.
I - 1f; 0►rol►f=.
6" 4,500 P51 GON MTE (AIR ENTRAINED)
/a a °
a < d a
4 a - a d
ALL PAVING NORK 5HOULD CONFORM TO THE REQUIREMENT5 OF
THE NORTH CAROLINA DEPARTMENT OF TRAN5PORTATION.
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CITY
OF MEBANE
3" & 4" WATER CONNECTION
STANDARD
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CONCRETE GROWN
6" DIA HEAVY DUTY PIPE
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ONGRETE GROW
AVEMENT/GROUND
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4 3,000 P51
m CONCRETE
I'-2
BOLLARD DETAIL
56ALE: NONE
NOTE: CONTRACTOR TO COORDINATE WITH OWNER
A5 TO EXACT BOLLARD TYPE TO BE U5ED AND
LOGATION5.
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
5EAL5:
N CAR
ESS I0,,9`
SEAL
10771
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ON ERNEva0PER:
CONCRETE SUPPLY COMPANY. LLG
P.O.13OX 5241
GHARLOTTE, NORTH GAROLINA
[phone]
GONTAGT: ALAN ROEBUCK
DRAWN BY: MRO
DATE: MAY 12, 2014
REV1510N5:
SHEET TITLE:
51TE and
UTILITY
0 E T A I L 5
FILE NO: F:\Ml5G\G0LL-6ALYN\OR-G0\bmemap
DRAWING 5GALE: N 0 N E
PLAN SHEET NO.
5D-I

5' 5TEEL P05T
IQ -GAUGE
HARDWARE (LOTH
1/4 ME5H OPENINGS
NGDOT #5 OR #51
WASHED 5TONE
`FZO 5EDIMENT 1-\ Arx
2-3" COARSE
A66RE6ATE
STONE GON5TRUGTION ENTRANGE
MAINTENANCE: IN5PEGT REGULARLY TO ENSURE DEVICE 15 RUNGTIONING PROPERLY
REMOVE 5EDIMENT ACCUMULATION A5 NEGE56ARY AND ADD ADDITIONAL 5TONE
TO MAINTAIN DE516N 5PEGIFIGATION5.
4'
LD
F�
=iII lil II! ('li=lil=1ll_III=iII !i1=1I1= -i -(ii ;, __Ii=
5WALE DRAIN5 TO SKIMMER BA51N/HOLDIN6 POND
6' I NO LINING NEGE55ARY ON ALL BERM 5WALE5
D I VER51 ON BERM/5WILE
TO SKIMMER BA51N/14001% POND
MAINTENANCE: IN5PEGT REGULARLY TO ENSURE DEVICE 15 FUNCTIONING PROPERLY.
REMOVE ANY SEDIMENT ACCUMULATION AND CHECK FOR WA5HOUT5.
TALL FE5CUE GROUND COVER W/
NO CHANNEL LINING REQUIRED
ON ALL PERM. 5WALE5
PERMANENT 5WILE5
PIPE #1 OUTLET
CLA55 B RIPRAP
LENGTH = q'
WIDTH = II'
P50 = 5'
DMAX =7'
DEPTH = II"
RIP RAP OUTLET
STORM FLARED 8V
PIPE SECTION rPOND KL
D p FILTER FABRIC,
POND BOTTOM
l�
PIPE #2 OUTLET
GLA55 B RIPRAP 5ECT1oN A -A I
LENGTH = 10'
WIDTH = 12' W-1 GRADED
050 = 1" RIP RAP
D MAX = II"
DEPTH = 16"
RIP RAP OUTLET INTOPONO
"-- INLET
TOP OF FABRIC SHALL BE SUPPORT WIRE TO PREVENT
6' ABOVE R15ER GRE5T ELEV. -- 5TAKED INTO GROUND A5
WRAP FA13RIG OVER TOP WIRE AND
n SECURE W/ ZIP -TIES, WIRE, OR 5TAPLE5.
LA'-. u u u! u Liu u u u u ! t
°ex�z Vl
/ TRENCH FABRIC INTO BOTTOM #
¢# i. 5105, 6' MINIMUM (OR 5EGURE WITH
W ERO510N CONTROL MATTING 5TAPLE5)
` ?" 100 m� GOIR ER05ION BLANKET OR
5TEEL SUPPORT P05T5, 4' MAX.
\ SPACING, 24" MIN. BURY DEPTH J'JTI_ MATTING BACKED WITH HOG WIRE
/ 5PLIGIN6 OF FABRIC 15 NOT ALLOWED - U5E
GONTINUOU5 PIECE AGRO55 TRAP OR R%IK
I
P 0 R 0 U 5 BAFFLE FOR 5KIMMER BA51N5
HARDWIRE GLOTH and
6RIVEL INLET PROTEGTION
MAINTENANCE: iN5PEGT DEVICE AT LEA5T OEEKLY AND AFTER EACH 1/2" OR GREATER RAINFALL EVENT.
CLEAR THE MESH WIRE OF ANY DEBRI5 OR OTHER OBJEGT5 TO PROVIDE ADEQUATE FLOW FOR 5UB5EQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING 5EDIMENT REMOVAL. REPLACE STONE A5 NECESSARY.
E
8' MAX. BETkf_EN P05T5 WITH WIRE BACKING
6 MAX. BETYEEN P05T5 WITHOUT WIRE BACKING
P05T: METAL T-POST 5' OR 6DEPENDING ON FILL 51-OPE
(MIN. 1.33 LB/FT 5TEEL).
FABRIC. YO" WIDTH (5TD. 5PEGIFIGATION FOR SILT FENCE
- A5TM D) WITH 12" BURIED IN TRENGH.
STONE: (IF U5ED) #4 WASHED 5TONED PLACED I' DEEP 0 SILT FENCE.
z
SILT FENCE N
a---------- -
METAL FENCE P05T
4" I {-
BAGKFILL AND COWAGT
THOROUGHLY.
SILT FENCE MUST BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
'5PLIGIN67 METHOD' MAY AL50 BE U5ED
TO IN5TALL SILT FENCE (5EE NCDENR
ER05ION AND SEDIMENT CONTROL
DE56N PLANNIN6 AND DE516N MANUAL
S I L T F E N G E SECTION 6.62.
MAINTENANCE: IN5PEGT DEVICE REGULARLY TO ENSURE PROPER FUNGTIONIN6.
REMOVE SEDIMENT ACCUMULATION FROM BEHIND FENCE AND REPAIR !F NEGE55ARY.
5' MAX BETNEEN P05T5
RVVI�-Lr11-1 {L:I JLVI L I'IM./
U_
/- 12" THICK LAYER #51 WA5HED STONE
TOP VIEW
SILT FENCE
- - - - - - - - - -
GLA55 "B" RIP -RAP
51 LT FENGE N/ ROGK OUTLET DAM
I. ROCK DAM TO BE 2' HIGH WITH 2 TO 1510E 5LOPE5.
2. EXCAVATE FOUNDATION FOR ROCK DAM A MIN. 5' WIDE , I' DEEP AND 5' LON6 ON LEVEL GRADE.
3. IN5PEGT FENCES MEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE MADE IMMEDIATELY.
4. REMOVE SEDIMENT DEPO51T5 AS NECESSARY TO ENSURE ADEQUATE STORAGE VOLUMES.
5. SEE SILT FENGE DETAIL FOR 5PEGIFIG5 ON SILT FENGE.
TOP OF EMBANKMENT
(5 MIN. TOPWIDTH)
TOP OF DAM ELEV 112.0
5PILLWAY GRE5T ELEV 1105
Z2'01A.VC SKIMMER OUTLET PIPE
TOP OF EMBANKMENT
(5' MIN. TOPWIDTW
TOP OF DAM ELEV 112D
SPILLWAY CREST ELEV 10g5
(5PILLWAY 5HALL BE GUT INTO
NATIVE GROUND)
4' PVC VENT PIPE
5E6URE W/ 5TRAP GLAMP5
OR 51MLAR METHOD
NOTE:
5KIMMER SERVES AS FLOATING
DE1,11ATERIN6 "GE ON
ALL 5EDIMENT BA51N5.
SCREEN AND ORIFICE PLATE
5HALL BE ACLE5913LE
THROUGH DOOR / HATCH
V DIA PVC A55EMBLY (5' x 5' APPROXJ
\ WITH WATERTIGHT CONEECTION5 TO 58M
STAINLE55 STEEL
;_- OR COPPER
5GREEN MATERIAL
GAP BOTH EN05
ORIFICE IN PLATE INSIDE V PVC, PIPE
(USE 125" ORIFICE BA51N NO.1)
N5E 1.75' ORIFIGE BASIN NO. 2)
2" PVC, PIPE (WATERTI6HT CONNECTIONS)
2' PVG BARREL PIPE (WATERTIGHT JOINT5)
2' FLEXIBLE PIPE OR H05E
(WATERTIGHT CONNEGTION5)
DETAIL - 5KIMMER DEVIGE
1L0 • lillIg
EXI5TIN6 GROUND
SKIMMER (5EE DETAIL)
221
Q
::==D- - - - MAXIMUM SEDIMENT GLEANOUT ELEV 110.5
SEDIMENT 5TORA6E
BOTTOM ELEV 10q.0
160
DETAIL - 5KIMMER BA51N NO.
NOT TO 5GALE
EXI5TIN6 6R000
83't
5KIMMER (5EE DETAIL) 17 MAXIMUM 5EDIMENT GLFANOUT ELEV 106.0
SEDIMENT 5TORA6E �-
BOTTOM ELEV 105.0
T7.0'f
Z2)'gnllAkVC, SKIMMER OUTLET PIPE
DETAIL - 5KIMMER BA51N NO. 2
NOT TO SCALE
5KIMMER BA51N NO. I DE-516N DATA
DRN6. AREA = 4.0 AG
015T. AREA = 2.6 AG
010 = 11.5 GF5
5URFAGE AREA REGV = 4.0 AG X 525.00 5F/GF5 = 3,138 GF
5URFAGE AREA PROVV = 4,048 5F
VOL REGV = 2.6 AG X 1800 GF/AG = 4,680 GF
VOL PROV O = 5,163 CF
5KIMMER 51ZE = 2.0 IN
ORIFICE DIAMETER = 1.25 IN
DRAW DOWN TIME = 3.5 DAYS
5KIMMER BA51N NO. 2 DE516N DATA
DRNG. AREA = L8 AG
D15T. AREA = 2.1 AG
010 = 5.2 GF5
5URFAGE AREA REGV = 1.8 AG X 325.00 5F/GF5 = I6g0 GF
5URFAGE AREA PROVV = q 817 5F
VOL REO'D = 2.1 AG X 1800 GF/AG = 3,180 GF
VOL PROVV = 9,283 GF
5KIMMER 517E = 2 IN
ORIFICE DIAMETER = 1.15 IN
DRAW DOWN TIME = 121 DAYS
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
�N CARO
SEAL
10771
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OWNERNEVELOPER:
CONCRETE SUPPLY COMPANY. LLC
P.O. BOX 5241
CHARLOTTE, NORTH CAROLINA
[phone]
GONTACT: ALAN ROEBUCK
DRAWN BY: MRO
DATE: MAY 12, 2014
REV1510N5:
SHEET TITLE:
ER05ION
GONTROL
0 E T A I L 5
FILE NO: FAMI5CVOLL-6ALYN\OR-G0Vaasemap
DRAWING 5GALE: N 0 N E
PLAN SHEET NO.
EGD- I

5EEPINC-7 5PEGIEIGATION5
Complete grading before preparing seedaeds, and install all necessary erosion control practices such as, dikes, waterways, and basins. Minimize steep slopes because they make seedbed preparation difficult
aid Increase the erosion hazard. If soils become compacted during grading, loosen them to a depth of 6-& inches using a ripper, harrow, or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to successful plant establishment. A good seedbed is well -pulverized, loose, and uniform. Where hydroseeding methods are used, the surface may be left with a more
irregular surface of large clods and stones.
Llming-Apply lime according to soil test recommendations. If the pH (acidi of the soil is not know, an application of ground agricultural limestone at the rate of I to 1 1/2 tans/acre on coarse -textured
soils and 2-3 tons/acre on fine- textured soils is usually sufficient. Apply line5tone uniformly and Incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher need not be limed.
Fertilizer -Base application rates on soil tests. When these are not possible, apply a 10-10-10 grade fertilizer at 100-IOW lb/acre. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil.
Both fertilizer and lime should be incorporated into the top 4-6 inches of will. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before application.
Surface roughening -If recent tillage operations have resulted in a loose surface, additional roughening may not be required, except to break up large clods. If rainfall causes the surface to become sealed or crusted,
loosen It.W prior to seeding by disking, raking, harrowing, or other suitable methods. Groove or furrow slopes steeper than 3:1 on the contour before seeding (Practice 6.03, Surface Roughening).
PLANT 5ElEGTION
Select an appropriate species or species mixture from Table 6.I0a for seeding in late winter and early spring, Table 6.I0b for summer, and Table 6.10c for fall.
In the Mountains, December and January seed" have poor chances of success. When it is necessary to plant at these times, use recommendations for fall and a securely tacked mulch.
5EEDIN6
Evenly apply seed using a cyclone seeder (broadcast), drill, cuitl�acker seeder, or hydroseeder. Use seeding rates given in Tables 6.I0a-6.I0c. Broadcast seeding and hydroseeding are appropriate for steep slopes
where equllJment cannot be driven. Hand broadcasting is not recommended because of the difficulty in achieving a uniform distribution.
small grains should be planted no more than I inch deep, and grasses and legumes no more than 1/2 inch. Broadcast seed must be covered by raking or chain dragging, and then lightly finned with a roller or cultpacker.
Hydroseeded mixtures should Include a wood fiber (cellulose) mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal conditions, and Is essential to seeding success under harsh site conditions (Practice 6.14, Mulching). Harsh site conditions include:
seeding in fall for winter cover (wood fiber mulches are not considered adequate for this use), slopes steeper than 3:1, excessively hot or dry weather, adverse soils (shallow, rocky, or NO in clay or sand), and
areas receiving concentrated flow.
MAINTENANCE
If the area to be mulched is apject to concentrated waterflow, as in channels, anchor mulch with netting (Practice 6.14, Mulchhhg).
Reseed and mulch areas where seedling emergence is poor, or where erosion occurs, as soon as possible. Do not mow. Protect from traffic as much as possible.
Table b.10a
Temporary 5eedinq
Recommendations for late winter and early spring
seeding mixture
speci5 Rate (to/acre)
AniocO-a1 les edeza (Kobe In I�
Piedmont idCoast)al Plain, 50
Korean In
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
seeding dates
Mountains -Above 2500 feet: Feb. 15 - May 15
Below 2500 feet: Feb. I- May I
Piedmont-Jm. I - May I
Coastal Plahr-Dec. I - Apr. 15
soil amendments
Follow recommendation of soil tests or apply 2000 lb/acre ground agricultural limestone and 150 lb/acre
10-10-10 fertilizer.
mulch
AppII� 4,000 Ib/acre straw. Anchor straw tackin with asphalt, netting, or a mulch anchoring tool. A disk
with 5ladnearly straight set nestraight can be used as a much anchoring tool.
maintenance
Refertilize 6 growth is not fully adequate. Reseed, refertilize and mulch Immediately following erosion or
other damage.
Table b.10b
Temporary 5eedi
Recommendatlons for sunnier
seeding mixture
species Rate (lb/acre)
German Millet 40
In the Pleci•nont and Mountains, a small -stemmed 5udangross may be substituted at a rate of 50 lb/acre.
seeding dates
Mountains-- May 15 - August 15
Piedmont- May I - August 15
Coastal Plain-- Apr. 15 - August 15
soil amendments
Follow recommerdations of soil tests or apply 2,000 lb/acre ground agricultural limestone and 750 lb/acre
10-INO fertilize'.
1ply�
gp4p00 lb/acre straw. Anchor straw bu tackhrgith c�phalt, nettling, or a mulch anchoring W. A disk
wfth blades set nearly straight can be use m a mulch anchoring tool.
maintenance
RefertIlIze if growth Is not fully adequate. Reseed, refertilize and mulch Immediately following erosion or
damage.other
Table b.lOc
Tern any Seed•
Recommendations For fall
seeding mixture
species Rate (b/acre)
Rye (grain) 120
seeding dates
Mountains- May 15 - August 15
Coastal Plain crud Piedmont- August 15 - December 20
soil amendments
Follow recommendations of soil tests or apply 2,000 b/acre ground agricultural limestone and 1,000 lb/acre
10-10-10 fertilizer.
mulch
Appki 4,000 Ib/acre straw. Anchor straw bu tackN with asphalt, netting, or a mulch anchoring tool. A disk
HP blades set nearly straight can be use os a much anchoring tool.
maintenance
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen in March. If it
necessary to extend temporary cover beyond June 15, overseed with 50 b/acre Kobe (Piedmont and coastal
Play or Korean (Mounts s) lespdeza in late Fetxvar'y or early Mach.
Permanent Seeding
All unpaved disturbed areas (or lawn to be re-established) outside planting bed to be seeded with an even mixture of Rebel 11, Falcon and Jaguar fine fescues at a rate of 5-6 Ibs/I,000 5.F. so as to produce a thick, firm stand of grass. fertilize at a rate of
10 bs/1,000 5.F. with a slow release fertilizer (use straw and asphalt emulsion to cover seed until stable) Apply lime according to soil text or apply 4,000 Ibs/acre slow -release pelletized agricultural limestone. Seeding dates: August 20 through October
25 and Februaray I through May.
5EEDBED PREPARITION
I. Remove any undesirable ground covers Including any temporary seeding.
2. Rip the area to be seeded to a min. depth of 4"-b".
3. Remove loose rocks, roots, etc, leaving surface smooth and uniform.
4. Apply seed, agricultural line and fertilizer uniformly and mix with soil.
5. Mulch immediately after seeding and anchor mulch.
NOTE: Temporary seeding will be, required until permanent seeding can be Installed.
51TE NARRATIVE and GON5TRUGTION 5EQUENGE
NARRATIVE: THI5 51TE 15 BEING DEVELOPED AS A NEW READY MIX GONGRETE PLANT. PUBLIC WATER 5ERACE 15 AVAILABLE TO THE 51TE, HOWEVER, ON-51TE 5EPTIG 15
REQUIRED FOR 5ANITARY 5E0ER 5ERVIGE. NO PHASE it PERMANENT WET DETENTION POND 15 REQUIRED FOR THE 51TE; HOWEVER, A HOLDING POND 15 PLANNED IN
ORDER TO HELP CONTAIN THE RUN-OFF FROM 51TE.
I. 5GHEDULE A PRE-GON5TRUGTION GONFERENGE WITH THE ONNER, GRADING GONTRAGTOR AND ORANGE COUNTY ER05ION CONTROL IN5PEGTOR TO REVIEW
THE GRADING PERMIT AND THE CON5TRUGITON 5EQUENGE.
2. GUT TREE5 ON THE 51TE, BUT Do NOT STUMP.
3. IN5TALL TEMPORARY 5TONE ENTRANCE A5 50ON A5 P0551BLE.
4. GLEAR TREE5 AND STUMP IN THE AREAS HHERE ER05ION CONTROL DEVIGE5 ARE REQUIRED.
5. INSTALL TEMPORARY DIVER5ION5, 51LT FENGE5, AND SKIMMER BA51N5.
6. AFTER ER05ION CONTROL DEVIGE5 ARE IN5TALLED, THEN STUMP THE REMAINING CLEARED AREAS OF THE SITE.
1. 5TABILIZE ALL TEMPORARY MEA5URE5 UPON IN5TALLATION. DEVIGE5 MUST BE 5TABILIZED WITH VEGETATION WITHIN 1 GALENDAR DAY5 FROM IN5TALLATION
ON PERIMETER AREA5 AND 5LOPE5 GREATER THAN 3:1 AND 14 CALENDAR DAY5 ON ALL OTHER AREAS.
5. THE GONTRAGTOR SHALL PERFORM A 5ELF-IN5PEGTION AND CONFIRM THE ER05ION CONTROL MEA5URE5 ARE INSTALLED AND MAINTAINED IN AGGORDANGE
WITH THE PLANS AND 5PEGIFIGATION5.
INITIAL5/DATE:____
q. EN5URE THAT ALL RUNOFF 15 DIREGTED INTO THE APPROPRIATE TEMPORARY ER05ION CONTROL DEVICE.
10. THE CONTRACTOR 5HALL PERFORM A 5ELF-IN5PEGTION AND CONFIRM THE ER05ION CONTROL MEASURE5 ARE INSTALLED AND MAINTAINED IN AGGORDANGE
WITH THE PLAN5 AND 5PEGIFIGATION5.
INITIAL5/DATE:
II. GLEAN OUT ER05ION CONTROL MEA5URE5 HHEN SEDIMENT ACCUMULATION REAGHE5 ONE HALF THE DE516N VOLUME. INSPEGT AND MAINTAIN ERD51ON
CONTROL DEVIGE5 FOR THE DURATION OF CON5TRUGTION. CHEGK AND REPAIR DEVIGE5 IN AGGORDANCE WITH N.PD.E.5. PERMIT, ER05ION CONTROL X-516N
MANUAL AND PLAN DETAILS.
12. CONTRACTOR 5HALL TAKE GREAT CARE TO ENSURE THAT RUN-OFF 15 ALNAY5 DIREGTED INTO THE APPROPRIATE ER05ION CONTROL DEVICE.
13. THE CONTRACTOR SHALL PERFORM A 5ELF-IN5PEGTION AND CONFIRM THE EROSION CONTROL MEASURE-5 ARE INSTALLED AND MAINTAINED IN ACGORDANGE
WITH THE PLANS AND 5PEGIFIGATIONS.
INITIAL5roATE:-_-- _-- -- -_-- --
14. BE61N GRADING OPERATION.
15.5EED ALL AREAS WITHIN 1 GALENDAR DAY5 FROM IN5TALLATION ON PERIMETER AREA5 AND 5LOPE5 GREATER THAN 3:1 AND 14 CALENDAR DAY5 ON ALL
OTHER AREAS.
Ib. CONTINUE GRADING OPERATION AND INSTALL ON-51TE 5TORM 5EWER PIPES.
11. IN5TALL UNDER6ROUND PIPING FOR HATER AND 5ENER 5ERVICE5.
lb. INSTALL 5EPTIC TANK AND SEPTIC, FIELD DRAIN LINES.
Iq. THE CONTRACTOR SHALL PERFORM A 5ELF-IN5PEGTION AND CONFIRM THE ER05ION CONTROL MEA5UR.E5 ARE IN5TALLED AND MAINTAINED IN AGGORDANGE
HITH THE PLAN5 AND 5PEGIFIGATIONS.
INITIAL5/DATE
20. AFTER THE FINAL 51TE GRADE 15 ESTABLISHED, CONTRACTOR SHALL REQUE5T A FINAL IN5PEGTION KITH THE ORA1146E COUNTY ER05ION CONTROL IN5PEGTOR.
21. AFTER ER05ION CONTROL IN5PEGTOR 516N5-OFF OF THE FINAL IN5PEGTION, THEN GONTRAGTOR 5HALL BAGKFILL THE TEMPORARY 5EDIMENT TRAP ALONG
THE HE5TERN PROPERTY LINE, AND SHALL REMOVE ALL OTHER TEMPORARY ER05ION CONTROL DEVIGE5.
22. CONTRACTOR SHALL E5TABL15H ANY PERMANENT EROSION CONTROL MEASURE5 A5 50 REQUIRED BY THE PLANS.
23. PROVIDE PERMANENT GROUND COVER ON ANY REMAINING EXP05ED AREAS WITH IN 1 CALENDAR DAY5 OF COMPLETION OF PERMITER AREAS AND 5LOPE5
GREATER THAN 3:1 AND 14 CALENDAR DAY5 OF COMPLETION OF ANY OTHER PHASE OF GON5TRUCTION.
24. GLO5E-OUT PROJECT IN ACGORDANG WITH THE IN5TRUGTION5 A5 PROVIDED BY THE ORANGE COUNTY EROSION CONTROL IN5PE( TOR.
Borum, Wade and Associates, P.A.
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711
PO Box 21882 Greensboro, NC 27420-1882
Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
N.C. License #: C-0868
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GONGRETE SUPPLY COMPANY. LLG
P.O. BOX 5241
CHARLOTTE, NORTH CAROLINA
[phone]
CONTACT: ALAN ROEBUCK
DRAW BY: MRO
DATE: MAY 12, 2014
REVISIONS:
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