NCG140443_COMPLETE FILE - HISTORICAL_20160309

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
�vC� ly aL/y3
DOC TYPE
� HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
o
YYYYMMDD

4
Pickle, Ken
From: Pickle, Ken /
Sent: Wednesday, March 09, 2016L11:08AM
To: Pickle, Ken
Subject: FW: ST Woo n NCG140294 Transfer /
Ken Pickle`
Stormwater Program'Specialist
DEMLR Stormwater Permitting Program
Department of Environmental Quality
919 807 6376 office
ken. [e-mail]
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
r - C..
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Pickle, Ken
Sent: Monday, February 22, 2016 5:50 PM
To: Pickle, Ken <[e-mail]>
Cc: Bennett, Bradley <[e-mail]>
Subject: FW: ST Wooten NCG140294 Permit Transfer
a eo C�
NOTE TO SPP FILE NCG140294:
• Spoke by phone today with Adam X. of Eagle Rock wrt the email below in which I explored the transfer of
NCG140294 with Withers Ravenel. Withers Ravenel is Eagle Rock's consultant. Adam requested a meeting with
me to review the unusual circumstances in this start-up facility.
• Eagle Rock will be buying the property and moving on site with their portable batch plant.
• ST Wooten currently holds NCG140294 and previously had a batch plant on the site. They remain the tenant on
the property owned by a third party, but Adam X. reports that STWooten has moved off site. None of their
equipment remains.
• Eagle Rock is concerned about the second bullet below. They want to proceed are not sure that STWooten will
provide a signature for the transfer of the Certificate of Coverage NCG140294.
• Adam also asked about turn -around time for the application.
• I advised as follows:
o Unlikely that we can deliver the CQC by Dec. 1, for example. But possibly by Jan 1 if urgent for you.
o If urgent for you, please tell us that, and when, and why.
o We can't transfer the permit out from under ST Wooten. If they won't sign the transfer request for you,
another possible path would be for Eagle Rock to apply for a new COC.
o Adam requested confidential treatment of the phone conversation.
o I am available for a meeting, if you still need one.
1

From: Pickle, Ken
Sent: Monday, October 05, 2015 3:44 PM
To: 'Fisher, Ryan' <rfisher @withersravenel.com>
Cc: Georgoulias, Bethany<[e-mail]>; Bennett, Bradley <[e-mail]>; Riddle,
Rick L <rick.riddle ncdenr. ov>
Subject: RE: ST Wooten NCG140294 Permit Transfer
Hi Ryan,
I've been back over the text of our General Permit NCG140000 for stormwater discharges from ready -mix facilities. I
don't see anything in the scope or content of the permit text that raises a problem on this transfer. I think the relevant
issues for us are these:
• I am confirming again that the facility is paid up through 12/31/2015. So, the transfer should not be
complicated by delinquent fees. Please advise your client to submit the Name/Ownership Change form from
our website. There is no fee for the transfer.
• Please note that a frequent snag in processing the transfer of a permit is the requirement to have signatures of
both parties on our form, and the requirement of an executed agreement for the transfer of the ownership of
the property: a deed, a sales contract, or some similar documentation of the property transfer. Generally we
will not accept the simple Secretary of State registration of a corporation as evidence of the transaction. These
are unusual circumstances, so please contact us if this presents difficulties for your client.
• Please note that the current version of NCG14 expires on June 30, 2016. If your client wishes to continue
discharging under the permit after that then the company will have to apply for renewed coverage when
contacted, anticipated to be in the first quarter of 2016.
• If the producer is under some contractual deadline or penalty provisions that make the timely transfer of the
permit especially important, please make us aware of that at the time of submittal.
• 1 am confirming again that the fact that the previous facility was a portable batch plant which has since been
demobilized from the location (correct?), and the fact that the proposed operation will also be a portable facility
is not relevant to the permit conditions or coverage. The text of our permit does not distinguish between
portable and fixed facilities.
• 1 have the following cautions for your client on the transfer of the permit coverage.
o Please note that these circumstances are somewhat different from our usual transfer of permit
coverage. Even though this is a transfer of permit coverage, it appears to us that these circumstances
most nearly resemble the circumstances contemplated under the following paragraph of Part V Section
A Paragraph 1 Compliance Schedule: "New facilities applying for permit coverage for the first time: All
requirements, conditions, limitations, and controls contained in this permit become effective immediately upon_
issuance of the Certificate of Coverage. The stormwater Pollution Prevention Plan shall be developed and
implemented prior to the beginning of discharges from the operation of the industrial activit and be updated
thereafter on an annual basis. Secondary containment, as specified in Part III, Paragraph 2(b) of this permit shall
be accomplished prior to the beginning of discharges from the operation of the industrial activity."
o Please note that the General Permit imposes an obligation to conduct sampling on both stormwater
discharges (2/yr) and wastewater discharges (4/yr), with numerical standards on both, Failure to sample
and report the results is a violation of the permit, regardless of the numerical results.

I�
w
o Because of the somewhat unusual circumstances of this transfer, I am going to request that the Regional
Office coordinate a site inspection with the permittee shortly after the permit transfer.
Please contact me if I can help further.
Ken
From: Fisher, Ryan[mailto:[e-mail])
Sent: Monday, October 05, 2015 2:14 PM
To: Pickle, Ken <[e-mail]>
Subject: ST Wooten NCG140294 Permit Transfer
Ken,
Thank you for talking with me earlier today about the existing ST Wooten concrete plant on ld Roberts Rd. in Benson. My question
is whether or not it is possible for another concrete company to purchase this property, install a batch concrete plant, and transfer the
existing NCG140294 permit from ST Wooten to the new owner for their use. Based on our conversation the existing permit is still
active and current based on ST Wooten's continual renewal and payments.
Please advise on NCDEQ's thoughts on this.
Thanks again for your help,
Ryan Fisher, PE
Wirhe`sRavenel
Our peopte. Your Success,
115 MacKenan Drive I Cary, NC 27511
131 % S Wilmington Street I Raleigh, NC 27601
Office:919.469.3340 1 Direct:919.535.5175
Mobile: [phone]
rfisher rr,withersravene1.com
in I f I IV ►
CONFIDENTIALITY AND NONDISCLOSURE
3

December 22, 2015
Stormwater Permitting Unit Program
Division of Energy., Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Dear Ken:
Please find enclosed our Form NCG 140000 for a concrete
plant to be constructed at 624 Old Roberts Rd, Benson, N.C.
This site has been operating as a concrete batch facility since
2000. The prior operators have removed their concrete plant
which operated under Permit # NCG 140294. We are in the
process of acquiring the facility and erecting a new concrete
plant on the site and accordingly are submitting said permit
application. All water flow and related processes will
remain the same as those previously approved.
We have contracts to batch concrete from this facility as of
February 1, 2016 and respectfully request that the approval
process be expedited for approval no later than January 29,
2016.
Thank you in advance for your help with this matter.
Best Regards,
Adam ofti , General Manager
Eagle Rock Concrete, LLC
8310 Bandford Way
Raleigh NC 27615-2752
8310 Bandford Way
Raleigh, NC 27615
919.781.3744
eaglerockooncrete.com
RECEIVED
DEAR -LAND QUALITY
STORMWATER PERMITTING

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Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
January 25, 2016
Adam J. Lofton
Eagle Rock Concrete, LLC
8310 Bandford Way
Raleigh, NC 27615
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
Subject: General Permit No. NCG 140000
Eagle Rock Concrete, LLC
COC NCG140443
Johnson County
Dear Mr. Lofton:
In accordance with your application for a discharge permit received on December 29, 2015, we are
forwarding herewith the subject certificate of coverage 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 take notice that this certificate of coverage (COC) is not transferable except after notice to the
Division of Energy, Mineral, and Land Resources. The Division may require modification or revocation
and reissuance of the certificate of coverage.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to stream
buffers, from portions of this site that have been constructed after July 22, 1997, must be discharged
through a correctly designed level spreader or another device that meets diffuse flow requirements per
15A NCAC 2B .0233. Diffuse flow requirements are described in Chapter 8 of the North Carolina
Stormwater BMP Manual, available at: http://portal.ncdenr.orv,,/web/ir/bmp-manual.
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
exceedance of any of these limitations is a violation of permit conditions.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Energy, Mining, and Land Resources, or permits required by the Division of Water
Resources, Coastal Area Management Act, or any other federal or local governmental permit that may be
required.
State of Borth Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh. NC 27699-1612
919 707 9200 T

If you have any questions concerning this permit, please contact Richard Riddle at telephone number
[phone].
Sincerely,
ORIGINAL SIGNED B`
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Program Files
Smte of NoahCuolim I Eatizoa td QoaSt}•iEae U, M=11 andiand Rm=es
1612 \hit Seniu Ceutet 1 512 Nor&Sah*wySteeet I Raleigh, VC 27699.16L'
919 707 9200 T

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140443
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,
Eagle Rock Concrete, LLC.
is hereby authorized to discharge stormwater and process wastewater from a facility located at
Eagle Rock Concrete, LLC.
624 Old Roberts Road
Benson
Johnson County
to receiving waters designated as Beaverdam Branch, a class C, NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, IV, V, VI VII and VI9of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective January 25, 2016.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 25, 2016.
ORIGINAL SIGNED W,,
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

A
Division of Energy, Mineral and Land Resources
Land Quality Section
NCDENR National Pollutant Discharge Elimination System
FHxrearKurt r.o N� F�s
NCG140000 rR���
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
Certificate of C ve
h o t
elmi St ed to
NOTICE OF INTENT DEC � 9 2Q]5
National Pollutant Discharge Elimination System application fggela�ge under General Permit
NCG140000: STORMwATERP UAL/Ty
r t
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with aIcvities 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 exceedence of any of these limitations will result in a violation of the permit conditions.
For questions, please contact the DEMLR Central Office or Regional Office in your area. (See page 6}
(Please print or type)
1) Mailing address of owner/operator (official address to which all permit correspondence will be
mailed): (Please print or type all entries in this application form.)
Legal Owner Name 4f:t4 G L.� —JZ�o Gt_ Gcs Nc-[' I
(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) All t�4e-,-.
Street Address 03 1 D i3ev�rNC� i=i' L')
City e4LF—, t!— I-'r State N c� ZIP Code Z 7 & /..5—
Telephone No. 41 L"% -7 7 1 —3 %y L4 Email 44*gp krec.A cona-(e .0 V'—
Alternate Contact Name z-ALnig2l wy4!1 !, Email (if different) Qr7r &> k
Alternate Contact Telephone (if dill ent) Gvev elzvP .4p~-
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
U/d -Z9l3 f,-z--j-s -'O'oa- j
.4onJ State -IV I— ZIP Code Z 7
3 7 y Fax: 9 /1 S-7J — 1 z-
3) Physical location information:
Please provide narrative directions to the facility (use street names, state road number , and distance and
direction from a roadway intersection). LID A/ N ZI D o,t/ /V
Goa v's L 44 a ,j ®/d 7Z,,i6ory'S —Ax . Vq m. 2c_
(A copy of a county map or USGS quad sheet vhth facility clearly located on them pis a required partof this a R
tion„y�
4) Latitude — 3 t t �3 •5 � Longitude 33 rZG.7 / {deg, min, sec) ,
5) TThisNPDES Permit Application applies to the following (check all that apply):_ 59
F New or Proposed Facility Date operation is to begin
E? Existing Facility Permit # IV C- C 14/-" 7-9 V
Page 1 of 7
SWU-229-11032011 Last revised 7/2114
Q8�

N`CG140000 N.O.I.
6) Consultant's applicqtign information:
Consultant: `� y
Consulting Firm:
Mailing Address:
City: -
State:
Phone: (�
Email:
Zip Code:
Fax: ( }
(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 R -7 3
8) Provlde a brief description of the types of Industrial activities and products produced at this facility:
(Attach a /site diagram showing the process reas pr se t a this fa I y.)
Stormwater Discharge, Wastewater Treatment & Dischame and Permitting Information
9) Discharge points 1 Receiving waters:
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from
the property: \
Stormwater-only: Wastewater -only: Wastewater Commingled with Stormwater: V
For new facilities: Expected date of commencement of discharge: ZX NN ao I Lp
What is the name of the body or bodies of water cree , stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up it . 7E CzyCz GQ �,-,�- --84,-=N 6A,
Receiving water classification(s), if known: c,
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 (Shellfshing) waters? ❑ Yes XNO
Note: Discharge of process wastewater to receiving waters classified as WS-II 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 Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o 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 Last revised 7I2/14

14CG140000 N.O.I.
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 sha116e 24" x 36" In size.
• Line drawing and description: A line dra 09 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 outfallCnd 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"AProcesses, operations, or production areas may be described in general terms (e.g. "ash
silo").
111)) Does the applicant have any unresolved Notice of Violations (NOVs)?
�11 No ❑ Yes
Wastewater.,
12) What types of wastewater does your facility generate or discharge?
Type, Authorized Wastewater' .
Geneiatey
Discharge
sent to-WW
Treatment
,.
S stern ".
Vehicle and equipment cleaningVE
�]
\�.
t�l
❑
Wetting of raw material stockpiles (RM)❑
Mixing drum cleaning (MD)
❑
❑
Further explanation, if necessary:
13) Will your facility spray -down or actively wet aggregate piles?
❑ No Yes
14) Does the facility use any of the following on site?
—�l Phosphorus -containing Detergents �B Non -Phosphorus -containing Detergents
ElBrighteners 'EU Other Cleaning Agents ❑ Other:
5) 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 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
5WU-229-07122011 Last revised 7/2l14

NCG140000 N.O.I.
17) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
l .1000 and hold your facilities' working volume?
❑ Yes No
Will your facility discharge wastewater to surface waters?
Yes ❑ 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 DEMLR's Aquifer
Protection Section Land Application Unit Central Office 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 NCG140000. For further questions, please
contact DEMLR's Stormwater Permitting Unit Staff,
18) A wastewater treatment altematives 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? 'r7 VE �7 RM H MD
b) Connection to a Municipal or Regional Sewer Collection System: \
i) Are there existing sewer lines within a one -mile radius? ..................................... ElYes ID No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑
(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) 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 `® No
(1) If Yes, contact DEMLR's Aquifer Protection Section's Land Application Unit
(2) If No is this optio technologicallfeasible (possible)??Why or why not?* J lS
/. i2L if maw � w ✓s .. ..A ice_ r t �t•��__ 1ni
No
(3) If No, is it feasible to build a CLRS on your site? Why or why not?* —7�
O v f cry
f
` (4) Wipt is the feasibility of building a CLRS compared to direct surface water discharge?*
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ....................❑ Yes )No
I See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
website http://portal.ncdenr.org/web/wq/apsAau/policies for more information.
Page 4 of 7
5WU-22"7122011 Last revised 7014

NCG140000 N.O.I.
Why or Why not? l7elce, !S 2-
ii) Is a surface or subsurface
Why or Why not? Wei,
posal system feasible to implement?* ........................... El Yes )A No
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? .. Yes ❑ No
i) if No, contact DEMLR's Land Application Unit to determine permitting requirements.
f) If this review included all wastewater discharge types, would excluding some types (e, raw,
stockpile wetting) make any of the above non -discharge options feasible? ..............❑ Yes 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 man
If yes, please briefly describe: l 0_e*)1 7
for Stormwater control? ❑ No Yes
20) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No "U Yes
If yes, when was it implemented? 4PT-^ andS=r, _
21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? "'S No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? TJ No El Yes
Other/Permitting:
2`2) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
'fl No ❑ Yes
If yes, list the permit numbers for all current E&SC permits for this facility:
23) is your facility subject to Phase II Post -Construction Area? ❑ Yes "'-& No
If yes, who is the permitting authority?
24) Is your facility located in one of the 20 Coastal Counties? ❑ Yes "� No
Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? ❑ Yes ❑ No
Page 5 of 7
5W U-229-07122011 Last revised 712/14

NCG140000 N.O.I.
25) 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 stormwater BMi B No --"*Ql Yes
If yes, please attach your approval from the permitting authority to do so.
26) Does this facility have any other NPDES permits? ❑ No i7 Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
27) Does this facility have any Non -Discharge permits (ex: recycle permits)?V 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?
'--E7 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
"--M No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
\E) No ❑ Yes
d)
Type(s) of waste:
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 will be returned as incomplete unless all of the following items have been included:
❑ Check for $100 made payable to NCDENR.
Wh
ElThis completed application and all supporting documentation. See Question 10.
❑ 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).
': t El Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
1 outfalls. See Question 10.
❑ 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 6of7
SWU-229-07122011 Last revised 712/14

e
14CG140000 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).
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 1 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:
Title:
(Signature of Appli nt) (Date ig ed)
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 contacf the DEMLR Regional Office for your area.
DEMLR Re ional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 7 of 7
SWLJ-22M7122011 Last revised 712114

* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
Result 1
id:
13E04052L
Tag:
13EO4052L
S O TE
Y�
Tax Unique Id:
4188856
lY ♦
OA
N CPi n:
163400-16-7794
O
Mapsheet No:
1634
VERwUN COM ERCI PA
S��s
Owner Name 1:
CRETE INVESTMENTS LLC
W
/CC
Owner Name 2:
J VISI N P
FOR 3 F
\
Mail Address 1:
W
�
PAT
P PHASE 2
Mail Address 2:
Mail Address 3:
PO BOX 1108
CLINTON, NC 28329-I 108
a
♦
Site Address 1:
624 OLD ROBERTS RD
m
Site Address 2:
BENSON, NC 27504-
O
Book:
04550
_
Page:
0165
RO
Market Value:
396690
Assessed Acreage:
4.38
`�.
♦
Calc, Acreage:
4.53
Sales Price:
375000
S U . ► CE ASE III
Sale Date:
2015-01-23
Q
CD
� CY
C1 PHASE IV
R
SO TRA ASE II
��"Z
�
'
Scale: 1:8004 - 1 in. = 667.02 feet
Llua Johnston County
GIS
(The scale is only accurate when printed landscape on a a112 x 11 size sheet with no page scaling.) December 14, 241515

NCG 140443
N
W E
S
Map Scale 1:24,000
Eagle Rock Concrete, LLC
Latitude: 351 31' 34" N
Longitude: -780 33' 27" W
County: Johnston
Receiving Stream: Beaverdam Branch
Stream Class: C, NSW
Index Number: 27-43-15-13 (Neuse River Basin)
Facility Location
I

Riddle, Rick L
From: Holley, John
Sent: Thursday, January 21, 2016 1:07 PM
To: Riddle, Rick L
Cc: Valentine, Thad; Carlos Bagley
Subject: Custom Concrete NCG140443 Comments
Thad and I have reviewed this application and offer the following:
(1) The proposed basin handling most of the runoff is not sufficient from a S&E or SW standpoint. As a temporary
feature, it should have a skimmer or alternate device to ensure a top discharge. As
a permanent basin, it should be designed with a riser, etc. to ensure appropriate storage and stormwater
processing.
(2) The riparian buffer needs to be measured from the top of the streambank, and a properly designed level spreader
or alternate device is needed to ensure diffuse flow into the buffer from the basin outlet.
(3) The S&E plan should be reviewed for approval by the county local program.
If there are further questions, please contact Thad or me.
Thanks
John L. Holley, Jr., PE, CPESC
Regional Engineer
NC Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
Land Quality Section, Raleigh Regional Office
1628 Mail Service Center, 3800 Barrett Drive
Raleigh, NC 27699-1628
Phone: [phone], Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

PAT MCCRORY
Ciosemor
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL OUAUTY
January 12, 2016
Mr. John Holley
3800 Bennett Drive
Raleigh, North Carolina 27609
Subject: General Permit No. NCG140000
Eagle Rock Concrete, LLC
Temporary Concrete Plant
COC No. NCG140443
Johnson County
Dear Mr. Gantt:
Secretary
TRACY DAVIS
Direclor
Enclosed is a copy of the site plan for the above NOI Temp. Concrete Plant application for your
review. I previously sent you the NOI and location map via email. If you need any more information,
please give me a call at telephone number [phone] or email at [e-mail].
Thanks,
Richard Riddle, Jr.
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
7Attachments
State of North Carolina } Environmental Quality I Energy, Mineral and Land Resouroes
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

.y
Riddle, Rick L
From: Riddle, Rick L
Sent: Tuesday, January 19, 2016 8:43 AM
To: Holley, John
Subject: NCG140443 Eagle Rock Concrete Plant
Attachments: NCG140443_NOI-Eagle Rock Concrete Plant.pdf
John Holley:
Please review the attached NO[ application and let me know of any recommendations for the permit. Bradley may have
spoken to you about this one, they need a fast return in order to start production on February first. This review affords you
the opportunity to log the permit into your regional database and to add the facility to a future monitoring and compliance
schedule. I will forward you a copy of the plans via mail.
COC # Facility Location City/County
NCG 140443 Eagle Rock Concrete, LLC 624 Old Roberts Road Benson/Johnston
If you need any more info, give me a call. If you could send me a recommendation to issue the permit by 1 /29/2016 so I
can issue their COC, I'd appreciate it.
Have a great day.
Thank you.
Richard L. Riddle, Jr.
Stormwater Engineer
North Carolina Department Enviromental Quality
North Carolina Division Energy Mineral Land Resources
919 803-6375 office
rick.riddleCcOccienr.gov
512 North Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
Nothing Compares--,..,�
Email correspondence to and from this address is subject to the
North Carolina Public Records taw and may be disclosed to third parties.

CONSTRUCTION SEQUENCE
S��') eN \2-1\
POST- �) VFLQPM,�T
02=0A 02=CIA
A=5.5 C=0.65, =5.76, A=5.5
r2=.9.5 ifs 02=20.6 cfs
O�oo= CIA
C= 0.65, 1= 9, 72, A= 5.5
Otoo=34,8 Cfs
No TES:
• PRE- DEVE L OPMENT DISCHARGE 1S 9, 5 Cfs FOR THE 2 YEA R (5 MIN) STORM,
• POST- DEVELOPEMENT FLOW IS 20.6 cfs FOR THE 2 YEAR (5 M1N) STORM.
• POST -DEVELOPMENT DISCHARGE IS 6.5 cfs FOR THE 2 YEAR (5 MIN) STORM.
• POST- DEVEL OPEMENT STORAGE IS 6263 cuff WITH 2' OF HEAD FOR THE 2 YEAR STORM.
fj
PIPE
APRON THICKNESS -f
FILTER FABRIC
. ! RIP RAP OUTLET PROTECTION (APRON)
--
- - -
- - - -
- --- --
- f
AREA(sgft)
STAGE(ft)
STORAGE(cur'ij
+-
129E
i
V
�754
�
I . C
87
! I
I
I
I
6
275 !
I
1
8 5
-1
-
-
--
-,
441
3501
38'
I
6253
.I
q
_
3896
8218
8y. 5
J`.0
88.5
�i
88.0
w
87.5
87.0
86,5
STORAGE, I/v' U'Bii; F r� r T
STAGE -STORAGE CURVE-
D1SChA 1Y6t, //V CUBIC FEET PER SEC010
STAGE -DISCHARGE CURVE
AGGREGATE
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
WATER tEVEL
HW/D (.0=1.25/
(cis)
ARR i cfs)
co=.�t+h"1.5
1-12'
i 'o. TOTAL
I Gas)
36.5
0.0
! 0.0
0.0
0. u" I
87.0
0.4
1.0
0.0
1.0
87.5
0.8
2.8
0.0
2.8
88.0
1.2
5.0
0.0
5.0
86.5
1.6
6.5
0.0
6.5
89.0
2.0
8.0
12.1
20.7
89.5
2.4
9.0
48,7
57.7
1) INSTALL EROSION CONTROL MEASURES AT EXISTING
DRAINAGE WAYS.
2) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS
AND SITE SWALES WITH ASSOCIATED EROSION CONTROL
PROTECTION BEFORE BEGINNING SITE GRADING.
3) GRADE SITE.
4) GRASS AREAS THAT WILL NOT BE DISTURBED.
5) INSTALL UTILITIES.
6) PLACE BASE -COURSE IN DRIVES.
7) SEED AND MULCH ALL AREAS A MAXIMUM OF 30 DAYS
AFTER CONSTRUCTION HAS ENDED (SEE SEEDING SPECIFICATIONS).
SEEDING SPECIFICATIONS
SEEDBED PREPARATION
THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF 6"
AND RAKING THE SURFACE SMOOTH TO REQUIRED GRADES. APPLY
4,000 LBS. OF AGRICULTURAL LIME PER ACRE AND 1,000 LBS. OF
10-10-10 OR EQUIVALENT FERTILIZER PER ACRE.
TEMPORARY SEEDING
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF
PERMANENT LAWNS OR FILL SLOPES, PROCEED AS FOLLOWS:
AUG. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF
120 LBS. PER ACRE.
MAR. 1ST-AUG, 15TH SOW GRAIN MILLET AT THE RATE OF
40 LBS. PER ACRE.
PERMANENT SEEDING
SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT ONE
OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS.
SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
15TH WITH 40 LBS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON
BERMUDA PER ACRE.
MULCHING
IMMEDIATELY AFTER SEED AREA SOWN, MULCH THE ENTIRE AREA EVENLY WITH
A LAYER OF WHEAT STRAW TO PROTECT AREA FROM EROSION. MULCH TO BE
APPLIED AT A RATE OF 75-100 LBS. PER 1000 SQUARE FEET.
SECURING MULCH -THE MULCH SHALL BE HELD IN PLACE BY ASPHALT BINDER
ON SLOPES 2 TO 1 OR, STEEPER, OR AS REQUIRED, ALL MULCH TO BE CRIMPED.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS
SHOWN ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS AREA TO
BE LEFT IN PLACE THROUGHOUT PERMANENT SEEDING PROCEDURE.
im
2.0'
BERM COMPRISED OF
#57 WASHED STONE
" FILTER F
0.5' DIAMETER _
RIP -RAP STONE
VARIES
ff F
15" CPP
SEDIMENT STORAGE
CLEAN OUT AS NEEDED
HORSESHOE INLET PROTECTION
DETAIL
GRADING, DRAINAGE, SEDIMENTATION, f
EROSION CONTROL PLAN DETAILS
WITH STORM WA TER MA NA GEMENT
INFORMA TION
it, i.4ii14i7,?�♦!
C
SE:�� _
^ y i1 c
'' •.,. , ,.� f
41
JEG, JR
CHECKED BY.-
JEG, SR
SURVEYED BY:
ENOCH ENGINEERS
DATE:
6/26/2000
REVISIONS:
7/18/2000
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ct
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L E G E kjD ,
LINE'S' SURvrE-YED
LINES N01 SURVEYED
Rlk�HT J F
'EL J 6 L
F L
'LL 1BLIL;AT - PfifiS At4_ -VLQ IF ttlit- 4�70R TNt ;jTuT;
TO _FpVSusows"oN, SECTio",
AS SET
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i,.
-AVE BCE-4 Vt:' A)-, �A,`FACTOJY-,
rl
jFq-1;e&—
-- LINE iABLE
7 '2 LINE LENGTH BEARIN
C
0 Ll 11.59 N5')*1 7* 44ZE
L 2 31.93 N 3 719 29 F I
L3 32.84 E
L4 17 26 cDYk�,'39"IE
L 5
0
j
.86
i,
L6 4 .8i, .4 84 6'48"W
L7 57.53 N84'36'48"'N
" _ \
L9 41.14
L8 8.91 N (31 *4 2'2 3" VY
T 7'
CL 1 N84'36'48"W L
C9,
112,85
u-
TADA INC.
DB 16071 PG 570
DB 1640, PG, 131
r*
!.NP OR -->LA7 '10 S -1-1:o'.._L) kfL,,-)
jATE' Rt vlZrw tF TIC, i",
�--i VtV0S 3L-A(- N. -ri L-,rL
-"A,- T;*S PLA
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--L-'ed .q ?�7'oge - , etc.) TI-Vir
.-3-00jN,0ARiEj1 VOT uRVEYED AA'E- CLEARLY !NDICATED AS DRAW% Fr'otv
WFORMATION AS SHOVYN ON THE FACE OF THIS PLAT; THAT TrYL RADO
nF PRECISION IS 1. 75VID , THAO- THIS PLAT WAS PREPARED IN
4CCOPDANCE WITH jS 47-30 AS AVENGED- 1 ALSO CERTIFY TO ONE
OR MORE OF THE FOLLOWING AS iolvDiCATED:
va ',SAT Tri/S PLAT' 5 OF A A
OF LAND ffiTe-ilr, -HE 41'EA OF A CO; WTY OR Mzff:ICiPALTy
- -Ui,4TES PARCELS OF �,4!vo,
r�44T HAS AN ORDI,144�.'4rE �- .-iARES �'
PEGSTFe,4T)O1v NL)MBER AN& SEAL
A 4
REGIS T??,4 TION NO 1 J 74
01,4
LAND 0
�NAL
14
S -A; E L)F a-Apr%)L NA, ,Ot-'.SrON i00NTr
PAGt.-_
CECIL M. VASSEhGILL
REGISTER OF DEEDS
BY
DEPUTY REGISTER` OF
jF 0*,%ERSt*P 4,140 OEOICAPONI
(WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(Sj
OF THE PROPERTY SHOWN A'yD DESCRIBED HEREON,
WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF
JOHNSTON COUNTY AND THAT I (WE) HEREBY ADOPT
THIS SUBDIVISION PLAN WITH MY (OUR) FREE CONSENT,
ESTA
BLISH MINIMUM SETBACK LINES, AND DEDICATE
STREETS, PARKS, ALLEYS, AND OTHER SITES AND
E4S` NTS TO PUBLIC OR iYvWATE !-iSE AS IVOTED-
-
Ham`' L'v�� /r ;-
HDAT9_1
DATE OWNER(
;LEVY BRANCH FARMS, INC
j n d M & T FAR, S, LLC
D8 1767j, PG 36
f.')6 ACRES + NORTH
:SIDE OF R( FROM
t-Z. NiNG
, -1ERE8r' CERDFY ThAT THIS PLAT HAS BE-:tf iOUND
TO COMPLY WITH THE SUBVIWS.ON JR004ANCE OF JOHNSTON
CO3,11if-Y AND THAT T-t,,S PLAT S HEREBY APPRO'v�,` FOR
PC; -
R0.1v3 i.1v THE i;.,: OF OJGHNSTOI-J Cutj4TY,
PPO'v- ' -DED THAT THIS ;:ILAT BE RECORDED WITHIN 60 DAY'S
FW Or AL APPR1-;vA,-: 4PPi,.JvfJ 51r 'rH11E LL-1AANNIMb' 0!FTCT0;?,
DATE SUBDIVISION�rUIZ67h,14TOR )r AUTHOR0E-0 REPIkEiENTAPVE
LEAMON W. TYNDALL, JR.
and KIMBERLY A. GRIFFIN
DB 1359s PG 911
RAJ
J
4
J,
6)
4.381 ACRES EXCLUDES R/W
V 4
............
24
TO bE ',jr,4`-JE (ED
ej
Qj TO FRA.NK H. MGN,r-,i�;". ANDREW SIMS
�4 0 0.501 ACRES
0 — SEE Pbl t,5. PG 29-) DB 1209, PG 496
0 F,�AN' K
50 1� r2E 5.
T-
T-
o SE F
L. 11
NOW
FRANK H. MONDARY
& Wife LYNN K. MONDARY
DB 1771; PG 658
19 z- X1 Ti t,,
GC,
h /
�N
N
1'4
2'2
U"o 011N/*
" R/W -5*0
'Cq *C0 KEITH LANGDON & wife
b" TAMMY M. LANGDON D8 1771 PG 740
,-0
9
LOT 2 Pb 53, PG 157
OF NCSR 1519
AND EASTERN
(-j rol R/W OF 1-40
I I — — -- —
AREA ar' COORDINATE METHOD. MINOR SUBDIVISION MAP
,4v0-!OR20PTAL GROUND CONTROL NAS RMY BRANCH FARMS, INC.
z-:)U'ND 'V!THJN 2,000 FEET. AND M & T FARMS, L.L.C.
DB. 1767, PG. 36
Ir-7i5 PHOPERFiv LIES iN ZONE C, A, TOWNSHIP: PLEASANT GROVE
50tJNTY.-_
50 0 1 C)C) jOHNSkiN
0F OWIMAL FLOODING, YT IS NOT - OCAI-EF,
/N A SPECIAL 100 �'R. FLOOD HAZARD NORTH CAROLINA
AREA ACCORDING TO FEMA FLOOD MAP I --
PANEL NOUBER ZONED: TAX MAP NO.: 16,64 NCP//Vj,-
GRAPh!C SCALE
REVISIONS
JoVNER:
REEDY b�iANCH FARMS, INC.
M & T FARMS L.L.C.
1052 ENNIS ROAD
ANGIER, NC 27501
D8 1767, PG 36
14CPiN #*,b34-16-1678
DEVNIS RA Y BLA CKMON, RLS
Land Surveying -- Laiid Development Cunsultant - Mapping
10-'�13(' WEST UARKIN' STREET - P. O. BOX 1401
S311THFIELD, NC 2%577 PHONE: [phone]
DATE-: 1il1'-V'200(i SURVEYED BY: FILE NAME-
REEDYSUBD
SCA L E-.- I 10 0, DRAWN BY- LEIS
DRAWING NO.:
CHECKL-jr & CLOSuRE- BY- DRb og- '193

S�LGE EQUIPMENT COMPANY, INC.
�:.0. BOX 2745
SANFORD, NC 27331-2745
SITE DATA:
!TE AREA
90821 SOFT.
4.38 ACRES
iMPER'V''OUS AREA ON SITE
103809 SOFT,
2,38 ,ACRES
PERCENT IMPERVIOUS
54.4%
I��IHvL AREA:
'` CRES
DISTIJRt3ED �,REA:
/� LEAMiv A1'NDALL, JR'.
\ RIPARIAN BUFFER-1OD' and KIMBERLd A. GRIFFIN
�� i�DB 1359, PG 911
RUN OF LITTLE BEAVER DAM BRANCH
iS PROPERTY LINE. \
v �\
4 �r
SILT FENCEt'--
(SEE DETAIL)
A DIKE SFILLWA(
0� g� 90 "n' --., (SEE DETAIL)
y(' y
REEDY BRANCH FARMS, INC CN
and M & T FARMS, LLC
DB 1767, PG 36 0
23.26 ACRES +/- NORTH' �r
SIDE OF ROAD FROM
r
#57 FILTER: STONE _
DITCH ao"r-10M
.. — max. i
Y-., � _
FILTER FABRIC -- b' RIP -RAP STONE.
CROSS SECTION
-
,` COLD _
PR
a - � ass � r ... , �\.�
/Z
HORSESHOE INLET
PRO T CTION-_(SEE ETA!
SILT FENCE b" \
f (SEE DETAIL)
I
' TE'PORAR`'
1 DIVERSIO ITCH
(SE TAIL)
a
I�_�� � h�
��• ' ' • ' •
r�,,
-
�:
-
I � � III
= I ..
�.utv1f�.;irD !-1'7 �I;- '-'rIL'iER IrdRIC
_
r.
-
t�
STONE SECTION
TO BE CC�NVEL ED
/ '9S
TO FRANK H. MONDARY
/
AINDRE-N 5-Im
0.501 ACRES
DB 1209, PG6
SEE PB 5r, PG 295 '.
/
TEMPORARY ROCK CHECK DETAIL
2'
EXCA'"BATED &
S ��
L.OMPACTED SOIL
WEIR LENGTH
Qtav=CIA
C=0.65, 1=9.72, A=5.5
Otoo=34.8 cfs
L=Qo/3H^1.5
L=11.5'
USE 12'
TEMPORARY SEDI NT TRAP
J.1 acres — Disturbed Area
5.5 acres — Drainage Area
1800 cuf locre x 3.1 acres=5580 cuft.
Temporary Trap size = 6300 cuft.
Weir Length = 4' (5.5 acre drainage area)
NOTE.CLEAN WHEN TRAP IS 112 FULL OR BEFORE EACH STORM
RIP -RAP 18 "
TOP MIN. DEPTH
-89, 5-
8' MIN.
VICINITY
M
LEGEN D
D DISTURBED LIMITS
----------- 99.........
EXISTING CONTOUR (1 FT INTERVAL)
----------- 100--------- EXISTING CONTOUR (5 FT INTERVAL)
100 PROPOSED CONTOURS
0 EXISTING SANITARY SEWER MANHOLE
— — --- — — — EXISTING SANITARY SEWER
14' RIP RAP ' `-SLOPE TO DRAIN
FJL TER FABRIC INV-IN 86.5
DIKE DETAIL AT SPILLWAY
NTS
1Nt�' O�„WELDED
FORI24" I'm ir-;.WIREaaK' NTv PREEIANELS
ON ME7ALP05T
�
-Ii
L NOW
,.oc / FRAM- H. MONDARY
wife LYNN K. MONEARv.
DB 1772, PG 65$
`- VIRGIN/COMPACTED SOIL
NOTE: SIDE SLOPE 2;1 or hatter
3.1 or flatter &here vehicies cross /
TEMPORARY DIVERSION DITCH DETAIL �j f
NEW 18�' RCP TEMPORARY CONSTRUCTION I
Q,o=CIA "'' ENTRANCE` (SEE DETAILr
C=0.35, 1=7.22, A=0.28 / 1
_ Q o=0.71 cfs / RIP -RAP APRON {NE'r"J i ORK-DOT METHO
\ W2=1.25Wi =5.63' /
CLASS A STONE /
-. -- \ USE 12"-HICKNESS / I
2 MIN.
7�- �- TE1.APOR,,I, POCK ..., /
70J
CH
ORNEWAY CONNECTION
KEITH LANGDON & wife
TAMMY M. LANGDON
DB 1771, PG 740
LOT 2 PB 53, PG 157
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE WITH METAL
CLIPS OR WIRE AT 8" O.C.
MAX. SEDIMENT STORAGE LEVEL. REMOVE
° SEDIMENT WHEN THIS LEVEL IS REACHED
AS DIRECTED BY CONSERVATION INSPECTOR.
SHEET DRAINAGE (ONLY)
0
C
r
a
l
SHEET DRAINAGE (ONLY)
NATURAL GRADE
—III' CARRY APPROX. 12" OF FABRIC INTO TRENCH,
V. COVER WITH SOIL & TAMP BACKFILL.
1i `\
TARRY 6" OF WIRE INTO TRENCH.
METAL POSTS AT 8' O.C. MAX.
SILTFENCE DETAIL
GRADING, DRAINAGE, SEDIMENTATION. &
EROSION CONTROL PLAN
GRAPHIC SCALE
40 0 20 40 80 /80
� `t�`t�aaatesx,,�x 1
CA''•r
.�•"ss" fya
4 cZ -
i 7
i
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DRAWN BY.-
JEG, JR
CHECKED BY.•
JEG, SR
SURVEYED BY:
ENOCH ENGINEERS
DATE:
6/26/2000
REVISIONS:
7/18/2000
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( IN FEET )
1 inch = 40 it.