NCG140399_COMPLETE FILE - HISTORICAL_20170915

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
Iv C& ! f 6 3g I
DOC TYPE
[ K HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
YYYYM MDD

Compliance Inspection Report
Permit: NCG140299 Effective: 08101/17 Expiration: 06/30/22 Owner : S T Wooten Corporation
SOC: Effective: Expiration: Facility: Sneads Ferry Ready -Mix Concrete Plant #21
County: Onslcw 1839 NC Hwy 172
Region: Wilminofon
Sneads Ferry NC 28460
Contact Person: James Washburn Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: 09/15/2017 Entry Time: 02:15PM Exit Time: 04:00PM
Primary Inspector: Ashby Armistead Ii' Phone:
Secondary Inspector(s)):
Reason for Inspection: Wine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready rAx Concrete Stormwater/Wastewater Discharge COG
Facility Status: Compliant ❑ Not Compliant
Question Areas:
0 Slorm Water
(See attachment summary)
Paae: 1

Permit: MCCs140399 owner - Facility: S T'Nccten Ccrporaticn
Inspection Date: 09I1512017 Inspection Type : Compliance Evaluation Reason for Visit: Routire
Inspection Summary:
Mr. James Washburn (252-290-5912) represented ST Wooten. Chris Conner is the Plant Manager.
The records are a mix of electronic and paper. I asked Mr. Washburn to make sure the records are maintained onslte in a
readily available formal.
No problems were noted with the recycle pit. S7 Wooten is reminded to make sure all process water enters this pit and
does not go to the Storm Water ponds.
Pace- 2

Permit: NCG140399 Owner- Facility:6 1 Vdoo:en Ceraorwicn
Inspection Date: 00/15/20 i7 Inspection Type : Compliance Evaluation
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevenlion Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
# Does the Plan include a detailed site map including outfall locations and drainage areas?
# Does the Plan include a list of significant spills occurring during the past 3 years?
# Has the facility evaluated feasible alternatives to current practices?
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Parly(s)?
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program?
Reason for Visit: Routine
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: The SWPPP was last updated on 7/01/17. The last employee training was on 1/0312017.
Qualitative Monitoring
Has the faoility conducted its Oualitative Momtoring semi-annually?
Comment.
Yes No NA NE
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E ❑ ❑ ❑
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e ❑ Cl ❑
® ❑ ❑ ❑
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Yes No NA NF
o❑❑❑
Analytical Monitoring Yes No NA NE
Has the facility conducted Its Analytical monitoring? E ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ E ❑
Comment: No truck maintenance is performed at this site. The latest monitoring results will be attached to _
this report.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ E ❑
# Has the facility evaluated all illicit (non stormwater) discharges? 0 ❑ ❑ ❑
Comment: There is 1 SW outfall.
Pace: 3

..jl
Compliance Inspection Resort
Permit: NCG140399 Effective: 07/01/11 Expiration: 06/30/16 owner: S T Wooten Corporation
soc: Effective: Expiration: Facility: Sneads Ferry Ready -Mix Concrete Plant #21
County: Onslow 1839 NC Hwy 172
Region: Wilmington
Sneads ferry NC 28460
Contact Person: James Washburn Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 06/1912014
Primary Inspector: Karl J Hammers
Secondary Inspector(s):
certification:
Phone:
Entry Time: 12:40PM Exit Time: 01:49PM
Phone:
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete 5tormwater/Wastewater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

►'.
Permit: NCG140399 Owner - Facility: S T Wooten Corporation
inspection Date: 06i19f2014 Inspoction Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

-1 i
Permit: NC0140399 Owner - Facirity: S T Woolen Corporation
Inspection Date: 0611912014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ■ 0 ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? N ❑ ❑ ❑
Comment-,
Permit and Outfalis Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? N 110 ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? 0 ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwaler) discharges? 0 ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? N ❑ ❑ ❑
Comment:
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
N ❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
® ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
© ❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
N ❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
S ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
❑ ❑ ❑
# Does the Plan include a BMP summary?
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
N ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
E ❑ ❑ ❑
# Does the facility provide and document Employee Training?
® ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
❑ ❑ ❑
# is the Plan reviewed and updated annually?
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
E ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
E ❑ ❑ ❑
Comment
Page: 3

, v,

Permit: NCG140399
SOC:
County: Onslow
Region: Wilmington
Compliance Inspection Report
Effective: 06/04110' Expiration: 06/30/11 Owner: S T Wooten Corporation
Effective: Expiration: Facility: Sneads Ferry Ready -Mix Concrete Plant #21
1839 NC Hwy 172
Contact Person: Gary Kilker
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 11/03/2010
Primary Inspector: Linda Willis
Secondary Inspector(s):
Title:
Entry Time: 01:00 PM
Sneads Ferry NC 28460
Phone: [phone]
Certification:
Exit Time: 01:30 PM
Phone:
Phone: [phone]
Reason for Inspection: Other Inspection Type: Compliance Evaluation
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge
COC
Facility Status: 0 Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NGG140399 Owner - Facility: 5 T Wooten Corporation
Inspection Date: 11/0312010 Inspection Type: Compliance Evaluation Reason for Visit: Other
Inspection Summary:
Drive -by Recon,
This site discharges to a PNA water. No wastewater discharge from this facility is allowed. The stormwater was not good
quality near the road entrance. The runoff from the entrance road is not captured for treatment and appears to run
directly into the roadside ditch that discharges to the receiving stream.
Permit and Outfalls
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# If the facility has representative outfall status, is it property documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: See summary
Yes No NA NE
D D D ■
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Page: 2

A 7-A
C®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins
Governor
Director
August 4, 2010
AUG 0 6 zOiQ
Mr. R:S. Lawter, Jr.
S.T. Wooten Corporation-
3801 Black Creek Rd.
'
Wilson, NC 27894
Dear Mr. Lawter:
Dee Freeman
Secretary
Subject: General Permit No. NCG140000
S.T. Wooten Corp. Concrete Plant No.21
COC No- NCG 140399
Onslow County
In accordance with your application for a discharge permit received on April 9, 2010, 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
L-
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended). ,
This site will discharge to a receiNing stream designated as High Quality Waters (HQW)
and a Primary Nursery Area. (PNA). Please note that this COC does not allow for any
wastewater discharges (recycle system overflow, discharge from irrigation of raw material
stockpiles, truck and drum wash water, etc.).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
If you have any questions concerning this permit; please contact Robert Patterson at
telephone number [phone]-
Sincerely,
ORIGINAL SIGNED BY
for- ColeenFL Su insE
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 North Carolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 2604 �G IC�"� �1� J
Phone; 919-807-630D I FAX: [phone] CustomS
er ervice:1-877-623-6748 1-`
Internet: www.ncwaterquality,org
An Equal Opportunity 1 Affirmative Action Employer

Mr. R.S. Lawter, Jr.
S.T. Wooten Corp. Concrete Plant No. 21
NCG 140399
August 4, 2010
Page 2 of 2
cc: Mr. Hunter Freeman, Withers & Ravenel
WilmingtoYiRegional Office, Linda Willis
+ii 11' n
Central Files
.Stormwater Permitting Unit Files
; R-
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f
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140399
STORMWATER 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,
S.T. Wooten Corporation
is hereby authorized to discharge stormwater from a facility located at
S.T. Wooten Corp. Concrete Plant No. 21
1$39 NC Hwy 172
Sneads Ferry
Onslow County
to receiving waters designated as a UT to Mill Creek, a class SA; HQW water and PNA in the
White Oak 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 August 4, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit
Signed this 41h day of August, 2010
ORIGINAL. SIGNED BY
KEN PICKLE
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

NCG140399
N
S
Map Scale 1: 30, 000
S.T. Wooten Corporation
Concrete Plant No. 21
Latitude: 341 31' 56" N
Longitude: 771 26` 42" W
County: Onslow
Receiving Stream: LIT to Mill Creek
Stream Class: SA; HQW (PNA)
Sub -basin: 03-05-02 (White Oak River Basin)
�MM
Facility Location

WITHERS &— RAVENEL
LE7722 OF V ° ° NSMMAL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU ® Attached via
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
DATE $/4/1 a
1 JOB NO. 2090399.00
ATTENTION Linda Willis
PHONE # 91 a-796-7386
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
N Plans
❑ Diskette
_ the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
7/21/10
Wastewater/Stormwater design plans
C HIV
AUG 7nin
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Linda — per a request from Robert Patterson, please find a copy of the latest plans attached.
We met with Aquifer Protection yesterday in Washington to kick off the express review for the non -discharge
t.
COPY TO: Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Hunter C. Freeman, PE
lfenclosures are not as noted, kindly notify us at once.

� �t - �
'd
`�; _ `_
�- -

Patterson, Robert
From: Willis, Linda
Sent: Wednesday, August 04, 2010 10:12 AM
To: Patterson, Robert
Subject: RE: ST Wooten Plant No. 21 status
Categories: To Do
Yes, we'd li4e a copy of the info.
LW
From; Patterson, Robert
Sent: Wednesday,'August 04, 2010 8:40 AM
To: Willis, Linda
Subject: RE: ST Wooten Plant No. 21 status
Ok. I talked to Hunter this morning. He is going to drop off updated plans today. Do you want a copy of those also? He
said that they had their express pre-app meeting with AP yesterday.
From: Willis, Linda
Sent: Wednesday, August 04, 2010 8:36 AM
To: Patterson, Robert; Colson, Kim
Subject: RE: ST Wooten Plant No. 21 status
Robert,
K. Colson is looking into the permit status on their end.for us (non discharge recycle system).
I have no problem with issuing our permit before K. Colson's group issues theirs.
Linda
From: Patterson, Robert
Sent: Wednesday, August 04, 2010 7:05 AM
To: Willis, Linda
Subject: FW: ST Wooten Plant No. 21 status
Linda,
Are you ok with issuing the COC for stormwater only? I have not been in touch with APS to see the status on their end
do need to request updated plans if they changed to address the state sw permit concerns. I'm going to call Hunter
Freeman today to get those.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 91h Floor (Location & Parcels)
[phone] Phone [phone] Fax I Robert.Patterson(ci),ncdenr.gov Email
Website: htto://portal.ncdenr.ortr/web/wq/ws/su
ABefore printing this email, please consider your budget and the environment.
If you must print, please print only what you need and save ink with the free Eco-Font.
194

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.
From: Johnson, Kelly
Sent: Tuesday, August 03, 2010 3:30 PM „
To: Patterson, Robert
Subject: RE: ST Wooten Plant No. 21 status
This permit was issued today, SW8 100410. 1 talked to Linda Willis about it, and she will coordinate her issuance with
Aquifer Protection but the stormwater piece has been well separated and is taken care of.
KJ
From: Patterson, Robert
Sent: Friday, July 16, 2010 7:26 AM !'
To: Johnson, Kelly
Subject: RE: ST Wooten Plant No. 21 status
Ok. Thanks for the update.
From: Johnson, Kelly
Sent: Thursday, July 15, 2010 3:34 PM
To: Patterson, Robert
Cc: Willis, Linda
Subject: RE: ST Wooten Plant No. 21 status
sent another add info for this today. No big items, but I need some small things added. He did put in a pretty good
barrier between stormwater and wastewater. It is concrete and very similar to a curb. It is due 7/29.
From: Patterson, Robert
,Sent: Tuesday, July 06, 2010 9:11 AM
To: Johnson, Kelly
Subject: ST Wooten Plant No. 21 status
Kelly,
11
I just wanted to check on the status of the SSW permit for this one. Let me know when you are going to issue it, so we
can issue the NPDES permit at the same time. I never heard anything more if they applied for the AP permit; have you?
I'll try and check up on it.
Hope you had a good long weekend.
Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 9th Floor (Location & Parcels)
[phone] Phone [phone] Fax I Robert. Patterson u.ncdenr.gov Email
Website: httn://portal.ncdenr.org/web/wq/ws/su
ABefore printing this email, please consider your budget and the environment. ,
If you must print, please print only what you need and save ink with the free Eco-Font.
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.
2

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 10, 2010
Mr. George Strickland
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC ' 27893
Subject: Request for Additional Information
Stormwater Project No. SW8 100410
S.T. Wooten Corp. Concrete Plant No. 21
Onslow County
Dear Mr. Strickland:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for S.T. Wooten Corp. Concrete Plant No. 21 on April 8, 2010. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Guidelines:
a. Stormwater:
i. DWQ Stormwater rules as well as the specific language in the
stormwater permits clearly limit the use of engineered systems for the
treatment of "stormwater runoff".
ii. DWQ does not object to a stormwater discharge from the proposed
site and will support the NPDES Permit (NCG140000) for stormwater
discharges only.
b. Wastewater:
i. Water Quality Standards applicable to Mill Creek (Class SA waters)
prohibit the Division's ability to approve an NPDES discharge for
wastewater.
ii. The proposed wastewater recycle system will not be permitted for
discharge.
iii.- A wastewater recycle system will need to be a non -discharging
system and will require permitting through the Aquifer Protection
Section (APS).
WNmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www,ncwalerquality.org
An Equal Opportunity 1 Affirmative Ae6an Employer
None
rthCarofina
naturally

t
SW8 100410
May 10, 2010
2
Drainage Areas: There are three areas
a. Stormwater
i. DA1 (to pond): 157,798sf
1. Includes 57,863sf of offsite drainage.
2. Because the density of the offsite area cannot be controlled
through this permit please either:
a. Route the offsite drainage around the project, and
show the ditch on the plans.
b. Consider the potential BUA on the offsite area tgJ_,9
either at 100% density or at full -build out per zoritrig
requirements.
ii. DA3 (untreated): 78,047sf
1. Includes 11,702sf of BUA that must be treated by a BMP. If it
cannot flow to the pond, then a separate BMP must be
provided. It cannot flow to the wetlands untreated.
b. Wastewater:
i. DA2(wastewater system): 13,850sf -
1 - Please integrate the wastewater guidance specified above into
this design.
2. Please delineate this drainage area on the drainage area map
on Sheet 5.
3. Please show how the wastewater drainage area will be.
separated from the stormwater drainage area using a
permanent physical barrier to prevent mixing. Please provide
a narrative regarding how the permanent physical barrier will
be able to separate the wastewater and stormwater.
4. 1 have inserted a picture below of a similar site where a rock
barrier was used. This barrier has failed, and is therefore an
example of what the Division does not support for such a ,
barrier. If a physical barrier is not provided, then the entire site
will be covered by the NPDES permit.
Page 2 of 5

r
SW8 100410
Nlay 1.0, 2010
3. Buffer:
a. State Stormwater Buffer: The site drains to a UT to Mill Creek (SA; HQW)
but is over '/z mile to the named stream. Joanne Steenhuis, 401 staff in
Wilmington Region, has made a stream call for the stream to start at the
location shown below, and flow along the lot line and under Hwy172. Please
show the top of bank on the plans as well as the 50ft buffer measured from
TOB. A 50ft buffer is required for new projects. If you intend to claim to be a
redevelopment project such that you require only a 30ft buffer, please
_. summarize reasons supporting that claim`in your response a !,. provide a
copy of the site survey of the built upon area that you refer to rn your
narrative.
b. Potential 401 Certification Needed: If you plan to grade and re -vegetate the
area within the State Stormwater buffer such that it will impact thf. wretland
area, please contact Ms. Joanne Steenhuis of the WiRO 401 Unit'
Start of UT to Mill Creek for Buffer
Onslow County GIS, Parcel Search
4. State Stormwater Calculations:
a. Peak Flow Predevelopment: Please provide calculations showing tha��this
value is 0.7cfs.
b. Pond Required Volume: The supplement shows that 8,695cf is required and
10,716cf is provided. The calculations for 1.5" post development show
11,783cf is required. Please correct any discrepancies.
c. Average Head: The calculations show that Option 1 yields 2.17ft, and Option
2 yields 3.50ft. The average depth to use to determine the SAIDA should be
rounded to the nearest half -foot. However, an average depth of 3.Oft was
used in the calculation. Please make the appropriate corrections,
d. Table of Elevations: A table of elevations is provided for the main pond for
elevations 31.5-36.0 and for the forebay for elevations 33.0-36.0. Please
provide a table showing the following information:
I Elevation Area Increm. Vol.
Accu. Vol.'
_. _...._ ......
;Top of Sediment
31.50
Bottom of Shelf
35.50
?
Permanent Pool
36.00
PfP VoI^�
!Top of Shelf
36.50
Temporary Pool _
36.75
TP Vole:
Page 3 of 5

t
SW8 100410
May 10, 2010
e. SHWT: SHWT was determined from existing grade. Please submit a table
summarizing the existing grade, depth to SHWT and resulting SHWT for each
boring in order to demonstrate that the SHWT is at 35.5fmsl.
f. 2fts: Please provide calculations showing that the discharge from the pond
will enter the wetlands non-erosively per SL2008-211. The Division defines
non -erosive velocity as 2fps or less.
5. Plans for the Stormwater System: Please provide the following:
a. Finished floor elevations (if applicable)
b. Pipe invert at the velocity dissipater pad a
c. Drainage easement dimensions
d. Details for roads, parking and sidewalks
e. The elevations of the top and bottom -of the vegetated shelf
f. Outlet box trash rack <6" openings.
g. Outlet orifice should be protected from clogging by using a down -turned
orifice. Please see page 10-18 of the BMP manual for further information
regarding how to down -turn an orifice to protect it from becoming clogged by
floating debris. If the orifice will be less than 2" in diameter, please provide a
trash rack box, around the orifice to provide further protection.
h. Dimensions of each line and arc formed by the pe,'manent pool
i. Please specify vegetation for the vegetated shelf on the plan
6. Signature on the State Stormwater Application: The applicant's name, George R.
Strickland, was omitted from Section III(1)(a). I will write in and initial his name if you
authorize me to do so.
7. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as
needed.
Please note that this request for additional information is in respons&io a preliminary review.
The requested information should be received in this Office prior to June 10, 2010, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee. If you need additional time to submit the
information, please mail, email or fax your request for a time extension to the Division at the
address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information.
The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable.
Page 4of5-

SW8 100410
May 10, 2010 .r
If you have any questions concerning this matter please feel free to call me at-[phone] or
email me at [e-mail]. _
Sincerely, -
Kelly Johnson
Environmental Engineer
GDSlkpj: S:IWQSISTORMWATERIADDINF012L110\100410.may10
cc: Hunter Freeman, PE
Linda Willis, WiRO DWQ, Surface Water Protection
Charlie Stehman, WiRO DWQ, Aquifer Protection
Joanne Steenhuis, WiRO DWQ, 401 Unit
Ken Pickle, PE, DWQ Central Office _
Wilmington Regional Office Stormwater File
z
Page 5 of 5

a

Division of Water Quality / Surface Water Protection
National Pollutant Discharge Elimination System
NCDENR
FMfle' 1n TSNR NA`Vii.faLO..1Cr5
NCG140000
NOTICE OF INTENT
1 DR AGENCY USE ONLY
Date Receind
Year I Month
I Dav
CeniFicate of Covers e
4
Check # , rn=unt
rtl Jib—
t Assi ncd to
%PW CS UVI
National Pollutant Discharge Elimination System application for coverage under Gene
N CG 140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed
las if,d as` 1
010
DENR «-.-
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NO) is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place_ Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or_recycle process wastewater (including stormwater BMP structures
treating process wastewater flows Commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be.issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 21-1.0138 & .0139.
Construction of wastewater treatment4acilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
y For questions, please contact the DWO Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of ownerloperator address to which all 2ermit correspondence will be mailed):
Name 5.1 G )DprEY ( 7O Pbf-A-1-10/V
Street Address fje I Cr2 n
City t tl. State IVC . ZIP Code 7
Telephone No. ?.S L _�� / Fax: Z$Z- a�q3 OTO (.
2) Location of facility producing discharge: �+�
Facility Name �.� (. ce- 113 Cot t Ab.C.�
Facility Contact '�
Street Address ' W Z
City _S_�A F� R.R�j State /VG ZIP Code Z 0
County UNS ISuj
Telephone No. Z s L. _ 2 9/ Slr4s Fax Zs2 O
'As per 15A NCAC 2H .0106 Page 1 of 5
ztJnless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E,
SWU-229-071408 Last revised 7114108

s
. Vk
NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection), f 12_ fM ) I EI A IE5t- OF /UC NW
2tO AAjh /UC ato4 )77 rnr-rcRS+rr"riaAv vAj llr_uLe 1-77_
(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) Latitude34l31 ' .SS56" Longitude 77 4Z6 "45r'(deg, min, sec) (NAD 8
5) This NPDES Permit Application applies to which of the following:
ANew or Proposed Facility Date operation is to begin Se P +em6e-
❑ Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 3 Z 7 3
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas.present at this facility.)
_Pmr)hsa ic►N ur R_GAQ!j Mi.)]! [b/VGRFTE /oAA pc►TSibe 5TO946E
—o 7
8) Discharge points / Receiving waters:
Flow many discharge points (ditches, pines, channels, etc.) convey stormwater and/or wastewater from the
property? ) (:5-roF--m It11)T�Qi_ ..
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? UI►Nr40a T-9L8 1 TM &J41- II&EEk 5TOSA114144TCIL
If the site stormwater discharges to a separate storm sewer system, n me the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). i A
Receiving water classification (if known): 5A, Pt
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not.approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW.
9) Does this facility have any other NPDES permits?
XNo
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)? =
XNo Al&
Yes �❑,
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
yes //+�+
If yes, please briefly describe: IS IZ ASS �'WALCS TO ST-OeA1 (VAtC4 WET FOND
Page 2 of 5
SWO-229-071408 Last revised 7/14/2008
a

NCG140000 N.Q.I.
12) Does this facility have a Stormwater Pollution Prevention Plan?
XNo
❑ Yes
It yes, when was it implemented? Scupvlp W I L'L' 86 '100met n13y SE PTEA1 gER
13) Are vehicle maintenance activities occurring or planned at this facility?C� +{ b
>No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ]XYes ❑ No
Wetting of raw material stockpiles XYes ❑ No
Mixing drum cleaning Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
1 area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) -- 5 ml/l.) [Use separate sheet(s)].
it all these discharges are recycled, please refer to Question 15.
For -plants that recycle and/or discharge process wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes Information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are ,Manned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon issuance of the CDC.
15) Does the facility use or plan to use a recycle system?
❑ No
Yes
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr) /V
year, 24-hr rainfall event �q4-�-- � �c.•
For a recycle system (regardless of when it overflows), please provide"plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)). '5EE:,4j--rA6 Eb J>"kS 1CA&,-'4AT7OAS
,,'-� For a sufficient application, the information must demonstrate compliance of final discharge with permit
y P effluent limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 ml/l), or
must demonstrate that the recycle system has sufficient capacity -to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3of5
SW U-229-071408
Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
XNo Cl Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
XNo
❑ 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?
No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: N jp
How is material stored: N
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
tv
18) 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 shalt 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 cf my
knowledge and belief such -information is true, complete, and accurate.
Printed Name of.Person gnina:-
Title: k- .' L OCff-k,lS
-S )�i io
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229.071408 Last revised 7/14/2008

NCG140000 N.0.1.
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.
This completed application and all supporting documentation (including design details and calculations for
treatment systems).
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).
For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
! specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1 _ recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (1) impervious areas, and (g) site property lines.
A county map or USGS quad sheet with location of facility clearly marked.
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 nat guarantee the issuance of an NPDES permit. R
For questions, please contact the DWQ Regional Office for your area.
DWO Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ....
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-Wl
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 5 of 5
SWU-229-071408 Last revised 7/14/2008

WITHERS & RAVENEL
ENGINEERS I PLANNERS i SURVEYORS
ill NacKenan Orlve Cara, North Caroline 275I1 tel: [phone] rex. el thereravenel. cam Llcvse NO. C-0032
ST WOOTEN CONCRETE PLANT -W2 1
USCS QUAD SHEET
STUMP SOUND TOWNSHIP
NORTH CAROLINA

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beveriy:ravPs Perdue Coleen H. Sullins
,,iove�nor . Director
April X, 2010
Mr. George Strickland
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Subject: Request for Additional Information
Stormwater Project No. SW8 ENTER WHEN ASSIGNED
S.T. Wooten Corp. Concrete Plant No. 21
Onslow County
Dear Mr. Strickland:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for S.T. Wooten Corp. Concrete Plant No. 21 on April 5, 2010. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Guidelines:
a. Stormwater:
i. DWQ Stormwater rules as well as the specific language in the
stormwater permits clearly limit the use of engineered systems for th-
treatment of "stormwater runoff'.
ii. DWQ does not object to a stormwater discharge from the proposes'
site and will support the NPDES Permit (NCG140000) for stormwater
discharges only.
b. Wastewater:
i. Water Quality Standards applicable to Mill Creek (Class SA waters)
prohibit the Division's ability to approve an NPDES discharge for
wastewater.
ii. The proposed wastewater recycle system will not be permitted for
discharge.
iii. A wastewater recycle system will need to be a non -discharging
system and will require permitting through the Aquifer Protection
Section (APS).
2. Drainage Areas: There are three areas
a. Stormwater
i. DA1 (to pond): 157,798sf
1. Includes 57,863sf of offsite drainage.
2. Because the density of the offsite area cannot be controlled
through this permit please either:
a. Route the offsite drainage around the project, and
show the ditch on the plans.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] PAX: 910-350-20041 Customer service: 1-877-623-6748 North Carolina
Internet: www.ncwaterquality.org ']�' "J atma l ,
An Equal Opportunity 4 AtFrmatve Action Employer j/

SW8 ENTER THIS
April X, 2010=-
b. Consider the potential BUA on the offsite area to be
either at 100% density or at full -build out per zoning
requirements.
DA3 (untreated): .78,047sf
1. Includes 11,702sf of BUA that must be treated by a BMP. If it
cannot flow to the pond, then a separate BMP must be
provided. It cannot flow to the wetlands untreated.
b. Wastewater:
i. DA2(wastewater system): 13,850sf t
1: Please integrate the wastewater guidance specified above into
this design.
2. Please delineate this drainage area on the drainage area map
on Sheet 5.
3. Please show how the wastewater drainage area will be
separated from the stormwater drainage area using a
permanent physical barrier to prevent mixing. Please provide
a narrative regarding how the permanent physical barrier will
be able to separate the wastewater and stormwater.
4. 1 have inserted a picture below of a similar s4e where a rock
barrier was used. This barrier has failed, and is therefore an
example of what the Division does not support for such a
barrier. If a physical barrier is not provided, then the entire site
will be covered by the NPDES permit.
Pace 2 of 4

SW8 ENTER THIS
' April X, 2010
3. State Stormwater Buffer: The site drains to a UT to Mill Creek (SA; HQW) but is over
'/z mile to the named stream. - Joanne Steenhuis, 401 staff in Wilmington Region, has
made a stream call for the stream to start at the location shown below, and flow
along the lot line and urider Hwy172. Please show. the topof.bank on the plans as
well as the 50ft buffer measured from TOB. • A 50ft buffer is required for new
projects. If you intend to claim to be a redevelopment project such that you -require
only a 30ft buffer, please summarize reasons supporting -that claim in your response
and provide a copy of the site survey of the built upon area that you refer to in your
narrative.
Start of UT to fE71111 Creek for Buffer
Onslow County GIS, Parcel Search
4. State Stormwater Calculations:
a. Peak -Flow Predevelopment: Please provide calculations showing that this
value is 0.7cfs.
b. Pond Required Volume: The supplement shows that 8,695cf is required and
10,716cf is provided. The calculations for 1.5" post development show
11,783cf is required. Please correct any discrepancies.
c. Average Head: The calculations show that Op on 1 yields 2.17ft, andfOption
2 yields 3.50ft. The average depth to use to determine the SA/DA should be
rounded to the nearest half -foot. However, an average depth of 3.0ft was
used in the calculation. Please make the appropriate corrections.
d. Table of Elevations: A table of elevations is provided for the main pond for
elevations 31.5-36.0 and for the forebay for elevations 33.0-36.0. Please
provide a table showing the following information: -
Elevation
I Area Increm. Vol.
Accu. Vol.
;
Top of Sediment
31.50
Bottom of Shelf
35.50
Permanent Pool
Top of Shelf
Temporary Pool
36.00
PP Vol:
36.50
36.75
TP Vol
0
e. SHWT: SHWT was determined from existing grade. Please submit a table
summarizing the existing grade, depth to SHWT and resulting SHWT for each
boring in order to demonstrate that the SHWT is at 35.5fmsl.
f. 2fts: Please provide calculations showing that the discharge from the pond
will enter the wetlands non-erosively per SL2008-211. The Division defines
non -erosive velocity as 2fps or less.
Page 3 of 4

SW8 EN"rER THIS
Apri I X, 2010
5. Plans for the Stormwater System: Please provide the following:
a. Finished floor elevations (if applicable)
b. Pipe invert at the velocity dissipater pad
c. Drainage easement dimensions
d. Details for roads, parking and sidewalks
e. The. elevations of the top and bottom of the vegetated shelf
f.- Outlet box trash rack <6" openings.
g. Outlet orifice should be protected from clogging by using a down -turned
orifice. Please see page 10-18 of the BMP manual for further information
regarding how to down -turn cm orifice to protect it from becoming clogged by
floating debris. If the orifice will be less than 2" in diameter, please provide a
trash rack box around the orifice to provide further protection.
h. Dimensions of each line and arc -farmed by the permanent pool
i. Please specify vegetation for the vegetated shelf on the plan
6. Signature on the State Stormwater Application: The applicant's name, George R_
Strickland, was omitted from Section III(1)(a). I will write in and initial his name if you
authorize me to do so.
7. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as
needed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to May 26, 2010, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee. If you need additional time to submit the
information, please mail, email or fax your request for a time extension to the Division at the
address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information. The Division is allowed 90 days from the receipt
of a completed application to issue the permit. ThY'construction of any impervious surfaces,
other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a
violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A. Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent_ All original
documents must be returned or new originals must be provided. Copies are not acceptable.
If you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Kelly Johnson
Environmental Engineer
GDSfkpj: S:IWQSISTORMWATERIADDINFO12010tWooten.apr10
CC' Hunter Freeman, PE
Linda Willis, WiRO DWQ, Surface Water Protection
Charlie Stehman, WiRO DWQ, Aquifer Protection
Ken Pickle, PE, DWQ Central Office
Wilmington Regional Office Stormwater File
Page 4 of 4

WITHERS
April 1, 2010
Ms. Linda Willis
NCDENR - Division of Water Quality
Stormwater Permitting Unit
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
Re: S.T. Wooten Corp. Concrete Plant No. 21
Sneads Ferry, Onslow County, North Carolina
NPDES NCG 14000 NOI Application
W&R Project 02090399.00
Dear Ms. Willis:
APR 0 5 2010
Attached please find the application submittal package for the proposed project referenced above.
S.T. Wooten Corporation is requesting NPDES General Permit NCG140000 coverage for the
construction and operation of a ready -mix concrete production plant on this property. This
application package contains the following information in support of this request:
Cover letter
0 $100 application fee
• Completed and signed application
• Copy of approved erosion control permit (approved January 20, 2010)
Three (3) sets of design plans and calculations
• USGS map identifying property location
If you have any additional questions, or need further data is need to support this application, please
contact me at [phone] or via email at [e-mail].
Sincerely,
WITHERS & RAVENEL, INC.
ale Werenko, PE, CFM
Senior Project Manager
Cc: R.S. "Butch" Lawler, Jr. PE, S.T. Wooten Corporation
1,U 6 0 Hdv
ill MacKenan Drive I Cary, North Carolina 27511 1 tel: [phone] fax: [phone] I www.withersravenei.com
7040 Wrightsville Avenue, Suite io1 1 Wilmington, North Carolina 28403 1 tel : 91o.256.9277 1 fax: 91o.256.2584
1027 Sabbath Home Road SW i Supply, NC 28462 1 tel: [phone] fax: 91o.842.8oi9 14

� S
��
�{ a 1
�� t,L

kc6-NO379
To: Bradley Bennett, Supervisor NPDES Stormwater Permitting Unit
From: Linda Willis, Env. Eng. 1, WiRO, SWPS
Subject S.T. Wooten Corporation
Concrete Plant No. 21
Sneads Ferry; Onslow County
The Wilmington Regional Office received an application for the NCG140000, a USGS map
showing site location, a copy of the E&SC Approval letter and a copy of the design plans from
Withers & Ravenel, on April 5, 2010, for the S.T. Wooten Corporation for concrete Plant No. 21
in Sneads Ferry, Onslow County. The site is located on Highway 172 and drains to an unnamed
tributary to Mill Creek which is- a SA, HQW, PNA water of the State. The Tidal Salt Water
Quality Standards (15A NCAC 02B.0221) apply for this receiving stream. 15A NCAC
02B.0221(3)(a) specifically states; Floating solids, settleable solids, or sludge deposits: none
attributable to sewage, industrial wastes or other wastes.
The plans and specifications propose to divert all wastewater generated in the aggregate
materials storage area, admix (concrete additives) containment area, cement silo area and truck
washdown area to a wastewater recycle system. The recycle settling basin will be designed for
the 24 hour 25 year storm event, or an eight inch rain, The proposed recycle settling basin is
designed to discharge wastewater if a storm event producing more than eight inches of rain
occurs. The overflow would leave the first cell in the recycle system settling basin and
discharge to the ground on the facility where stortwater is collected for treatment in the State
Stormwater Pond.
The Division of Water Quality has not allowed discharges of wastewater to SA waters of the
State given the quality standards applicable to Class SA waters, therefore an NPDES permit for
the wastewater recycle system cannot be issued. On March 18, 2010, the president of S.T-
Wooten Corporation, their engineer, and consultants, met in the Wilmington Regional Office
with the Wilmington Regional Supervisor, Rick Shiver, and 1. The focus of this meeting was to
discuss the Division's position concerning a wastewater discharge from a recycle system to the
receiving stream and/or the State Stormwater facility. They were advised as follows;
• DWQ's stormwater rules, as well as the specific language in the stormwater permits,
clearly limit the use of engineered systems to the treatment of "stormwater runoff'.
• Water quality standards applicable to Mill Creek (Class SA Waters) prohibit the
Division's ability to approve an NPDES discharge for wastewater.
• DWQ did not object to a stormwater discharge from the proposed site and would support
the NPDES Permit (NCG 140000) for stormwater discharges only.
• The proposed wastewater recycle system would not be permitted for discharge to surface
waters.
• A wastewater recycle system would need to be a non discharging system and would
require permitting through the Aquifer Protection Section (APS).

Signature of Preparer Date
l
Water Quality Regional Supervisor Date
CC: WiRO DWQ NPDES files NCG140000 Onslow
WiRO DWQ Attn: Georgette Scott and Kelly Johnson
WiRO Marine Fisheries Attn: Anne Deaton
WiRO APS Attn: Charlie Stehman

N�i�o3�U
To: Bradley Bennett, Supervisor NPDES Stormwater Permitting Unit
From: Linda Willis, Env. Eng. 1, WiRO. SWPS
Subject: S.T. Wooten Corporation
Concrete Plant No. 21
Sneads Ferry, Onslow County
The Wilmington Regional Office received an application for the NCG140000, a USGS map
showing site location, a copy of the E&SC Approval letter and a copy of the design plans from
Withers & Ravenel, on April 5, 2010, for the S.T. Wooten Corporation for concrete Plant No. 21
in Sneads Ferry, Onslow County. The site is located on Highway 172 and drains to an unnamed
tributary to Mill Creek which is a SA, HQW, PNA water of the State. The Tidal Salt Water
Quality Standards (15A NCAC 0213.0221) apply for this receiving stream. 15A NCAC
02B.0221(3)(a) specifically states; Floating solids, settleable solids, or sludge deposits: none
attributable to sewage, industriai wastes or other wastes.
The plans and specifications propose to divert all wastewater generated in the aggregate
materials storage area, admix (concrete additives) containment area, cement silo area and truck
washdown area to a wastewater recycle system. The recycle settling basin will be designed for
the 24 hour 25 year storm event, or an eight inch rain. The proposed recycle settling basin is
designed to discharge wastewater if a storm event producing more than eight inches of rain
occurs. The overflow would leave the first cell in the recycle system settling basin and
discharge to the ground on the facility where stormwater is collected for treatment in the State
Stormwater Pond.
The Division of Water Quality has not allowed discharges of wastewater to SA waters of the
State given the duality standards applicable to Class SA waters, therefore an NPDES permit for
the wastewater recycle system cannot be issued. On March 18, 2010, the president of S.T.
Wooten Corporation, their engineer, and consultants, met in the Wilmington Regional Office
with the Wilmington Regional Supervisor, Rick Shiver, and 1. The focus of this meeting was to
discuss the Division's position concerning a wastewater discharge from a recycle system to the
receiving stream and/or the State Stormwater facility. They were advised as follows;
• DWQ's stormwater rules, as well as the specific language in the stormwater permits,
clearly limit the use of engineered systems to the treatment of "stormwater runoff'.
• Water quality standards applicable to Mill Creek (Class SA Waters) prohibit the
' Division's ability to approve an NPDES discharge for wastewater.
• DWQ did not object to a stormwater discharge from the proposed site and would support
the NPDES Permit (NCG140000) for stormwater discharges only,
• The proposed wastewater recycle system would not be permitted for discharge to surface
waters.
• A wastewater recycle system would need to be a non discharging system and -would
require permitting through the Aquifer Protection Section (APS).

SigVr� Preparer D to
n •
Water Quality Regional Supervisor Date
CC: WiRO DWQ NPDES files NCG140000 'Onslow
WiRO DWQ Attn: Georgette Scott and Kelly Johnson
WiRO Marine Fisheries Attn: Anne Deaton
WiRO APS Attn: Charlie Stehman

aA
PlCbENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
January 20, 2010
LETTER OF APPROVAL WITH MODIFICATIONS AND PERFORALANCE
RESERVATIONS
S.T. Wooten Corporation
A17N: Richard F_ Vick
38D1 Black Creek Road
Wilson, NC 27894
RE: Project Name: S. T. Wooten Concrete Plaut - Sneads Ferry
Project 1D: ONSLO-2010-066 Acres Approved: 3-40
County: Onslow, HWY 172, Stump Sound
River Basin: White Oak
Submitted By: Dale Werenko, PE, CFM, Withers & Ravenel
Date Received by LQ& 12/23/2010
Plan Type: New
Dear Mr. Vick:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and Performance Reservations. A list of the modifications
and reservations is attached. This plan approval sball expire three (3) years following the date of
approval, if no land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B
.0129. Should the plan not perform adequately, a revised plan will be required (G-S. I I 3A-54. 1)(b).
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.l(a) of our right of periodic inspection to insure compliance with the
approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to the plan and implementation of the
revisions to
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:(910) 7W7215 / Fax [phone]

Letter of Approval with Modifications and Performance Reservations
Project: S. T. Wooten Concrete Plant - Sneads Ferry
January 20, 2010
Page 2 of 4
einsure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
PermitNCGO10000 (Construction Activities). You should first become familiar withal] of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility form, which you have provided, You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Carol Miller {`
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: Dale Wercrtko, PE, CFM, Withers & Ravenel

Letter of Approval with Modifications and Performance Reservations
Project: S. T. Wooten Concrete Plant - Sneads Ferry
January 20, 2010
Page 3 of 4
NI.ODIFICATIONS AND PERFORNIANCE RESERVATIONS
Project Name: S. T. Wooten Concrete Plant - Sneads Ferry
Project 1D: ©NSLO-2010-066
County: Onslow
1. This plan approval shall expire December 34, 2013, if no land disturbing activity has been
undertaken, as is required by Title 15A NCAC 4B.0029.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site. Each sediment storage device must be inspected
after each storm event. Maintenance and/or clean out is necessary anytime the device is at 50%
capacity_
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include agencies such as the Division of Water Quality's stormwater regulations, their enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers,
jurisdiction of Section 404 of the Clean Water Act, the Division of Coastal Management's LAMA
requirements, the Division of Solid Waste Management's landfill regulations, the Environmental
Protection Agency and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or MunicipalitiesL ordinances, or others that may be required. This approval cannot
supersede any other permit or approval; however, in the case of a Cease and Desist Order from the
Corps of Engineers, that Order would only apply to wetland areas. All highland would still have to be
in compliance with the N.C. Sedimentation Pollution Control Act.
5_ If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Quality, the
Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control
measures that fall within jurisdictional wetland areas must be approved by the aforementioned
agencies prior to installation. The Land Quality Section must be notified of a relocation of the
measures in question to the transition point between the wetlands and the uplands to assure that the
migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWQ, the Corps, or the EPA, it is the responsibility of the developer to inform
the Land Quality Section regional office so that an adequate contingency plan can be made to assure
sufficient erosion control remains on site. Failure to do so will be considered a violation of this
approval.

Letter of Approval with Modifications and Performance Reservations
Project: S. 1'. Wooten ConCrete Plant - Sneads Ferry
January 20, 20tO
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved
source. A single use borrow site or an area to waste material is only permissible if it is operated under
the total control of the Financially Responsible person or firm who is developing this site and has been
separately permitted and incorporated as part of this plan meeting all the requirements of NC General
Statue 74-49(7)f.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed —
3.4
acres. Exceeding that acreage will be a violation of this permit and would require a revised plan and
additional application fee. Any addition in impervious surface, over that already noted on the approved
plan, would also require a revised plan to verify the appropriateness of the erosion control measures and
stormwater retention measures.
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a
maximum of eight (8) feet apart. Omission of the reinforcing wire is a construction change that
necessitates more posts for support, i.e., the spacing distance needs to be reduced to no greater than
six (6) feet apart.
9. Because the sediment basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the basins and it's collection system be installed
before any other grading takes place on site. If that proves to be impractical, a revised plan must be
submitted and approved that addresses erosion and sediment control needs during the interim period
until the basins are fully functioning.
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress
from the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical.
11. The North Carolina Sedimentation Pollution Control Act mandates a shortened time frame in which to
re-establish vegetative groundcover. Slopes (including cuts, fills, and ditch banks) left exposed will,
within 21 calendar days after completion of any phase of grading, be planted or otherwise provided with
groundcover sufficient to permanently restrain erosion.

NEW RIVER
A
S
2�
SITE
x
V
Z
VICINITY MAP NTS
I SUMMARY INFORMATION I
LOCATION:
NCDENR — NCDWQ STORMWATER PROJECT NO:
ACREAGE:
IMPERVIOUS SURFACE AREA
NC HWY 172 APPROX. 0.5 MI
WEST OF HWY 210
SW8 100410
4.404 AC.
2.16 AC
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
DALE WERENKO, PE, CFM
WITHERS & RAVENEL
111 MccKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
[e-mail]
LEGEND
DESCRIPTION
EXISTING
2' CONTOUR INTERVAL -------------------'-------_-.
5' CONTOUR INTERVAL ----------------------------.
PROPERTY LINE BY SURVEY
PROPERTY LINE BY DEED
EASEMENT LINE
—
TEMPORARY CONSTRUCTION
ENT
EASEMENT
SAWARY SE
DRAIAGE
s
STORK!
WATERUNE --
FIRE HYDRANT ASSEMBLY
FIRE
CAKE TV—
RNROpm
OVERHVO QECTFdCAL
GAS
TELU"E
FENCM STRUCTURE —
— — x -- — — — x _
TOE/TOP OF SLOPE
WATERIRAYS
WEnMDS ........................
BUFFER
PROPOSED
is
20
S
w...�._ _.�.
STORMWATER PERMIT PLANS FOR
So T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
r
MAY 2010
SNEA1
HISWAY
N-C,
,yyy{llllill�l�
r0.
_ SEAL
26495
° A`G v °
qC ,
-7 u ID
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
S FERRY g0A0
RNSION BLOCK
DESCRIPTION
1 NCDWQ SW Permit Application April 9, 2010
2 NCDWQ COMMENTS June 17, 2010
3 NCDWQ COMMENTS -- July 21, 2010
INDEX OF SHEETS
SHT No. DRAWING DESCRIPTION
1 SITE PLAN
2 GRADING AND STORM DRAINAGE PLAN
3 CLOSED LOOP RECYCLE SYSTEM
DESIGN AND CALCULATIONS
4 STORMWATER MANAGEMENT PLAN
5 DRAINAGE AREA DELINEATION MAP
AND DETAILS
DEVELOPER
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
ATTIC BUTCH LAWTER, PE A�
TEL [phone] y, za10
FAX U52a 243-M
CIVIL ENGINEERS/ PLANS PREPARED BY:
WITHERS & FIAVENEL
ENGINEERS
I PLANNERS
I SURVEYORS
111 MacKencn Drive Cary,
North Carolina
27511 tel: [phone]
www.w'Ithersrovenel.com license No. C--0832

Nm
RevWm
Date
By
W SW
04.M10
DW
2
NCDW Cmmmts
06.1730
DW
3
NCDW Comments
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Dw
Deer
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Drawn By
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DW
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DW
2090ym
S. T. Wooten Corp. Concrete Plant No. 21
SNFADS FERRY ONSLOW COUNTY NORTH CAROLINA
SITE PLAN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan [rove Cary, Nark Carolina 27511 tel: [phone]W www.w*bersrowM.com License No. C—M2
Sheen Na
1

r
4
I
I
1
1
1 V r
r
J
J
J
-CONSTRUCT PERMANENT DN NON DITCH/BERM
ALONG. PROPERTY LINE AS SHOWN TO KEEP OFFSRE-
STORMWATER RUNOFF FROM ENTERING THE PROPERTY
(SEE TYPK>L- DETAIL THIS SHEETS `� - - INSTALL BERM DITCH ALONG PROPERTY LINE
---------- -- _ TO DIVERT OFF/ SLTE_WATER T¢•EXISTING CHANNEL ,
.ti rJ
riwrr.rwwwrswwrr -/� I
BERM Mm-_ ----- •�•w`'r�r•w i
+ + T 0 ON L xEL STORAGE
/ r r wlot
` Jr CONCRETE PAE7 - •
4---------------
B 550 GAL NON-HWY DIESEL FUEL STORAGE TANK I -F
` I o
J 4 \ J'-�--- SEP71C LINE--� l-`�f }'
PROPOSER --= - i.... ------
!` � c GRAVEL AREA t~ GI
Jt/ ial� / �1 .` JJM+ `
U
' r '
4, AGGREGATE '---- - '! GGREGA •' n ------
CONCRETt- BLOCK GGREGA '
STORAGE AGGREGATE STO 10EL!f RETAINING �144LL 1.
STORAGE � STORAGE - '. ,
Inc
PROPOSED BERM
0L 4 �'�' ,1 -- -----------
�,� ADMIX t, A
9a' o ONTAINM
CONSTRUCT PERMANENT DIVERSION DITCH/BER o 4 ` l - F
ALONG PROPERTY LINE AS SHOWN TO KEEP OFFSITE ,' /�
STORMWATER RUNOFF FROM ENTERING THE PROPERTY I onz � `� `�:: t"'� ' n PERM SHALL BE
(SEE TYPICAL DETAIL THIS SHEET} ,' s� `r'09 n R`` 0z � -: � A � OBTAINED PRIOR TO IMPACTS TO
r M ¢m++ �. WETI.�WD/STREAM CHANNEL
CHANNEL GSA Gal
/A! ,� t
0.
� r f P1
Tc: 5 ; T J' . +4 A W ' +I
12 : 7.39 IN '
SLOPE 17 ! Z�rF �� �.1"'�u r�i- „" ice. ♦ C - �:_ ,,' r I
V2 : 2.9 FT , + r , del 1 e% a�c'rR* ; c J INSTALLS SILT FENCE
02 : O55 J I fit' TALL CE)AENT SIL fit' TALL FLYASH SILO �i#'x: {"`� �+x `� �� � 4�� ! { }
x3 k. 1 , ' AT TOE OF SLOPE TYP
rl f� a g / r I 1
T y w�s^ J
�� _ k�
T „ (62.4 L8/CF • 0.55 Fr • 0.017 r I Ei l_ r, 2 r. J APPRQX 'q 00 LF
I W ,. x s . �T �" ! EXInNG 'gETLANDS
T a5s La r � �,� �� t��� r• M�f ,
LASE ST MI w NET TEMPOR46RY ll �'� Sc��l�►� J� CHANNEL D 6E
r J , W , / 'x�y4y Y t �} �4 v hr�r +# rF , I J REGRADEDI
r �-/
llivc a;x '• ti Ai AEON SILT FENCE
1 ^ h A ti. EDGE PF CHANNEL
+ r r 0 ` ! I I
� / J •, r ! H
J' ,';- �- . ------------
it FROM = ---- -= --=--- -=-- =_ _: ;� FROM INDUSTRIAL
----_� `t t o bs� - OPT ON PERMITTED _AO -_ '++141 I
I r ! .♦Ja / r I ! , I l~ f/~ , ��` SGt� /iJ 1I`� ry I t
J , 1 GRAVEL
DIVERSKIN {�iANIiEL TO STORIAWATL1 YMETLIWD51 ' ! t r I , s ! , I t - _ / • , J J r , ,F " r , y I
rr�arr�� {��rSTOR / rIry���r�-r �►r�•p
11\.7rALL TLr PORAR CHANNE LINER
NORTH AMOWAN GREEN S150 OR EQUAL (
t
J , t I 1 h I' h t J --- -
F ! I I F h h o t 4 _ `` 1;It ---- -J ' '' ' I • V" I+ '
DA: 1.8 J + , , . , „ ' _- - / .;.`-,�_�___-_ _-_- ,J, ! ! ,,I cp C NEL CALCULATIONS
C 07 , , --_-- - --_ - ---_ - __--,,- - ��_ _-;`__y'/ J , , 1 DO: 0.60 AC
TC- MI r J J I 1 `. ��. ------ --- ' •' --_ - - - f I , ' - ! I J + , ` I;I I 0.75
110: 9.70 IN _-_ -_-�' J 11+ r
_ FC: 5 MIN
i2 7.39 ON HR
10: 13.1 C r' ,' +J i li s - ` --' --- - -- --- -' 1�` �`h`SI\`Ihlh\11 ��� r - `.i,1 `s `� II i+i i ++I lit 1! 2 � 3.33
/ r+ 1 1 ' I I 1
J' -i ' i i i `\ ~�, \t'tsllhl \� �- - _ �� �• s 4 4h -- J''�iJ i r li;l , SLOPE: 1.8 9
! I I f �` , 1, f+}\\� ♦ ���_�\ ♦ ♦ + 1 CPS
- . 2.7 FT/S
J I r 1 IPATO' PAP � \ \ � ♦`\ �- "�- '�` ♦ ♦ \_f + �, //J I I 4 F DY V.44
J I VELOCITY D5S _ - + , _ ,
OF diAV�\ ` _ - - .'.'i i f i� i 11 I T >� (62.4 L$ CF + 0.44 FT s 0.018)
i 10 L F 24 RCP ®J1.3fi7s; ' i f , - - - - - - _ �ii` n ' I', T = 0.49 LLB SF
y F `� / - �` -Yv`F/ / i I I 1
J I ice
1 , _ --- - - -- _ -, _ _ - -. _ _ - .� ,� _-�. _- "�; t►I + ' Ir ` USE STRAW NET TEMPORARY LINER
=ter- - to
3'it
3 I iq' 1
�
F---
EL:34.fl0 PERMANENT CONCR
,I II I I � TUI� WATER VlIET POND RISER PU`11ET STRUCTURE 1
�1 I
FOREBAY 1 a I T I ± III
1 r 3T `
'n
Cj - �{
PROPOSED BERM I II
DID
! 1 4 3
3
35
,!' I' � ^�• r� _ J /� ,
a ` ~� �-d•/ er ,._.__...,ww F rr.. wrr • � a �SORMWATER y . gIIiI,lSl ACCESS AND MAINItNANCE EASEMENT J
i PRQPOS D Ili
CON "ON LjMITSyz _ +J •" f� '•, SILT FENCE
EXISTING DITC -``\ I - �.` - hl` 1 +°
I
+ + tt`� III
PROPOSED C E�'RIt G L11�F `, `. ` �I�ELOCITY DISSI�ATOR P �' `I F ijIt 1N
cS \ PIP'E`W. 32.0 * , f l N + , ,4 ly; `i
r ° SHEET FLOW FROM DRIVI'\
i TO _WETLANDS -•-k `• �• ; ' EXISTING Wd DED BUFFER TO REMAINit
t I J r 1 \ 1 1 \ 11 t 1 [ L
0 I p __ `--- ' , • ' STORMWATER VELOCITY
W r EXISTING WETLANDS IN THIS AREA / , ' tr
TO REMAIN UNDISTURBED `, I liii EN RING WETLANDS
o j 3,-'`Y A$ /�~ ''4� _ ; `\ �i+ Ek CHANNEL 9.46 DIMENSIONS:
i Of J' L' n I aQ I r�+ 1 d' BOTTOM WIDTH W/ 3:1 SIDESLOPES
/ , s PROPOSED �StLfi FENCE _ - - . I - I t S�PE- 1.25%
W - A4 .I . - _ :`�-----.-: ' `.
/ CL 1 4
DA 3.4 A a s - .,' , - - • • s - _ - - I - . 1 "` 50' VEGETATED BUFFER
C: 0.2 - - - - -; - - - ., : - - - - - �' - t� - s4 ' tl, `. PER COASTAL STORMWATER RULES
110: 9.70 IN/H ' - - • - -•*.-- -'-.';•`,`- /-wP �'••�- al III
Q 10: s.2� c WETLAND /"�,r`I AL7'i:
0366 AC
40
4
PP ,f7 J ` - �J ST MET GATE' B �i r r r T - J 9kONPF1L - - - - 1 -- ++' PP/-
____- OPOSED CONCR + ,' ; �• �` PI OF�AISC�HAARGE ! Zly
'I RIVIEWAY ENTRANC \ ' r r.w.rrrw.wrr.rirrrr.rrrrr.riwi.r.w...rwiwrl .r..r w.r.wwr .rww.......• rr... ri �-
F5 1 , , VELLICITT DISSIP�s1T3R'P1S0" 31 ��.
-------- z . ` \� f 00 _--_------_
_ _
___--- �' 15 RCP `_-- -- ' ---- - - -, - T �A =� J `� __ _ --- .9w o(5
___ JI l- ` ---------------------- ------------------------- -- - --_ `_�__,_,.. ---- ---- ' rim i�rwwr O! ����`--------------------- 1-
-� __
'-� - - -
--------- �/ - _ --- - _ -_,.� X 18" RCP � 065% `-�------------------------------------------------------------- -- -_ _--___-----`------- _ .. rn ---_-_-------w---------
`_ 3 to`- ---------------------__-----------------�-----_---- ----- ---- - 33- - � 3.00
32-
~ I w
o _--_-__- 3A�----� _m _-T -
100 LF I8' 0.65� - -
f __. -- ---- ---------_--
[CONCRETE -- -- --- -_
- - - -- ' - ~1 N. rHIGAFI WAY 772ANEADS FERRY ROAD WINGWALL- -
b�
(7Q0 RI y
REMOVE EXISTING 18"RCP---------------- -- ---___------ ---------------------------------------------- J-34--------
--------------------------
7'-0"
W EARTHEN BERM J
3` MIN
GAL LOT PROPOSED GROUND
a.
24" MIN
1 V MIN WIDTH
EXISTING GROUND-""_�'' '.
INSTALL SILT FENCE
AT TOE OF SLOPE
INSTALL TEMPORARY LIN
PER MANUFACTURER'S SPECS 1 F; MIN WIDTH
AMERICAN GREEN S150 OR EQUAL
'TYPICAL DITCWSWALI CROSS-SECTION A -A
NTS
W
W U
z z
w
w 0
o a
� a
rz.
I °
Z
FLOW
to
EXISTING GROUNIJ --I
N
19* MIN
VEGETATED EARTHEN BERM
FLOW
INSTALL TEMPORARY LINER
PER MANUFACTURER'S SPECS
NORTH AMERICAN GREEN S150 OR EQUAL
18" MIN
TYPICAL DIVERSION DFTCHAIB " CROSS-SECTION B•B
NTS
INTENSITY DURATION FREQUENCY CHART
EROSION CONTROL DATA:
FINANCIALLY RESPONSIBLE COMPANY:
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
252) 291-5165
REGISTERED AGENT:
RICHARD VICK
DEVELOPER CONTACT:
R.S. BATCH LAWTER, JR. , PE
PROPERTY OWNER:
RICHARD R. ALLEN, SR
P.O. DRAWER 1867
FAYETTEVILLE, NC 28302
DESIGNER/ENGINEER:
WITHERS & RAVENEL, INC.
111 MACKENAN DRIVE
CARY NC 27511
(9193 469-3340
CONTACT:
DALE WERENKO, PE, CFM
CURRENT USE:
VACANT (FORMER CONCRETE PLANT)
DEVELOPMENT TYPE:
PROPOSED CONCRETE PLANT
ZONING:
HB
PROPERTY ADDRESS:
1839 NC HIGHWAY 172, SNEADS FERRY, NC
PIN:
4269-04-84-2473
DEED BOOK/PAGE:
868/939
TAX PARCEL:
765-42
SITE AREA:
4.404 AC
PROPOSED DISTURBED ACREAGE:
3.4 AC (DELINEATED PER PROPOSED TOPOGRAPHY)
TOTAL IMPERVIOUS SURFACE AREA:
2.16 AC
FLOODPLAIN:
NO 100-YR FLOODPLAIN LOCATED ON SITE PER FEMA
FIRM PANEL 3720426900J DATED NOVEMBER 3, 2005
SOIL TYPE:
LEON FlNE SAND
RECEIVING WATERCOURSE:
UNNAMED TRIBUTARY TO MILL CREEK
AREA OF PERMANENT SEEDING:
1.50 AC (OUTSIDE OF GRAVEL PARKING LOT/DRIVE)
EROSION CONTROL SEQUENCING NOTES:
PRIOR TO CONSTRUCTING STORMWATER WET POND, CONTRACTOR SHALL
REMOVE AND CLEANOUT ALL SEDIMENT FROM TEMPORARY SEDIMENT BASIN AND
RE -GRADE TO PERMANENT ELEVATIONS SHOWN ON THE PLAN.
THE OUTLET STRUCTURE SHALL BE CONVERTED TO A PERMANENT RISER
STRUCTURE TO THE ELEVATIONS SHOWN ON SHEET 4.
ALL UPSTREAM DRAINAGE AREAS SHALL BE STABUZED PRIOR TO CONSTRUCTING
STORMWATER WET POND.
ARI*
5 min.
10 rain.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
7.39
5.92
4.96
3-42
2.15
1.28
0.91
0-56
0.33
0.19
10
9.70
7.76
6.54
4.74
3.08
1.94
1.39
0.87
0.51
0.30
25
10.98
8.75
7.40
5.48
3.65
2.38
1.73
1.08
0.64
0.38
100
12.92
10.27
8.65
6.63
4.56
3.18
2.37
1.49
0.89
0.53
RIP -RAP VELOCITY DISSIPATOR PAD DESIGN
Protection
Slope
Size
010
V10
Length
Width at
Downstream
Rip Rap
Rip Rap
Structure
pipe
Thick'ness
Type
(in)
(cfs)
(ftls)
(ft)
Outlet (ft)
Width (ft)
Class
F1 Outlet
1.36
24
13.10
8.40
9.0
6.0
12.0
22
B
F3 Outlet
1.09
18
9.46
7.46
9.0
6.0
12.0
22
B
F4 Outlet
0.65
18
8.25
5.46
9.0
6.0
12.0
22
B
TOTAL DENUDED AREA 3.40 AC
IMPERVIOUS SURFACE AREA: 216 AC
Kiow vdW bed,
STORMWATER caCULATIONS
M&DWMOPM8Sff FLOW
PC3 SC*VELOPMENT FLOW
SITE AREA: 4.404 AC
SITE AREA: 4.404 AC
IMPERVIOUS AREA: 1.38 AC
IMPERVIOUS AREA: 2.16 AC
COMPOSITE C: 0.48
COMPOSITE C: 0.61
TC: 5 MIN
TC: 5 MIN
110: 9.70 IN/HR
110: 9.70 IN/HR
Q 10: 20.5 CFS
Q 10; 26.1 CFS
REQUIRED STONE SIZES - INCHES
Class
Dmin
D50
Dmax
A
2
4
6
8
5
a
12
1
8
13
20
2
9
14
23
- No more that 5.07E of the material furnished can be less than the minimum size
apedfied nor no more than 10.07E of the material can exceed the mowdmwm size
=led.
- The stone shall be equally raded the required size range.
ea+�•6so•• • �• °e�°a,°a .`�`r,''11f1f11111/�� ,''''
C AP6,'
oys
SE LA�� "4• _
s _ SEAL
a = w • LC7'P95 •
e a 028942 a r � i i
i ri
FINAL DESIGN '°p���'�y ';GO'H � ���.,•`�' q� ...
NOT RELEASED . F� 1<R . , t•
FOR CONSTRUCTION °004p°l 60410 ;;fZ�•�C 1111 r►ti����
SCALE I's V
0
01
9
I
r
4
, M.TM■mIr
WAR
r a 30'
DM By
Dee
DW
Godmd By
job Ne
DW
2D9039011
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROl1NA
GRADING AND STORM DRAINAGE PLAN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
I I I MacKenon Drive Cary, North Carolina 27511 tel: [phone] r w%withersrawwLcOm License No. C-0832
Sheet Na
2

41.30 C
2�254 r
X41.60
���.���.. . r • .mot•- 42.25
104
41.70 41.50 41.30
X42.25 - X42.25 --- 42.25 X
42-15
4 :9Fi.
CONCRETE FLUME COLLECTS RUNOFF
FROM AGGREGATE STORAGE BINS
INSTALL 24" WIDE CONCRETE EDGE
WITH 3" RAISED LIP TO PREVENT
MIXING OF WASTEWATER/STORMWATER -
(SEE DETAIL THIS SHEET)
G 42.15
AREA OF WASTEWATE
TREATMENT LIMITS
13,850 SF
DUST
COLLECTION
SYSTEM
CONCRETE FLUME COLLECTS RUNOFF)
FROM SILO CONCRETE PAD AND YARD AREA
AROUND ACC BIN
INSTALL RAISED CONCRETE LIP
TO PREVENT MIXING OF
WASTEWATER/STORMWATER
(SEE DETAIL THIS SHEET)
WASTEWATER RUNOFF ENTERS
SETTLING CHAMBER i THROUGH
4' WIDE WEIR OPENING IN WALL
-8` HIGH WALL OPENING SPACED AT 5' O.C.
INSTALL HEAVY DUTY GRATE ACROSS EACH OPENING
t`- CONCRETE BLOCK
RETAINING WALL
A
`-OVERFLOW FROM STORM EVENTS
GREATER THAN 25 YEAR
WILL EXIT RECYCLE BASIN
FROM TOP OF RAMP
RAISED CONCRETE LIP
-CONCRETE LIP
TRUCK WASH -DOWN
.r CONCRETE PAD
4'-0" WIDE WEIR OPENING IN WALL
INSTALL BLACK METAL HAND
RAILING AROUND PERIMETER OF BASIN
EXCEPT ALONG RAMP SIDE
42" HT MIN.
24"'WIDE X 12" HIGH OPENING
TOP WALL
EL: 41.00
4' STORAGE i SKIMMER PUMP
VOLUME LOCATED
EL:35.50 EL:35.40 EL:35.30 IN CHAMBER 4
CHAMBER 1 CHAMBER 2 CHAMBER 3 CHAMBER 4
BOTTOM OF BASIN
11'-0" 1 1 111--0" I I 11'-Cr
CROSS SECTION A -A
NOTE:
STRUCTURAL DESIGN BY OTHERS
1"=S'V
24"'WIDE X 12'
HIGH OPENING
CONCRETE FLUME
TO CHAMBER 1
12" FREEBOARD
EL: 40.50
REINF
CONCRETE
ENTRANCE
TOP WALL
EL 41.00
EL: 40.50
_
EL 39.50
- �- SZ-�_� --
72.00 SF
--_------------
2.00 a MIN SLOPE
248.00
� AWAY FROM TANK
CONCRETE
4'-0" STORAGE VOLUME
SF
WALL
BOTTOM BASIN
T2.0' SETTLING STORAGE
100-00 SF
{
EL. 33.50
i
-•• CONCRETE FLOOR
46'-0"
28'-0"
CrTii
4 ,45' X 68" 5 �- � NOTE:
SJ i CROSS SEUI N STRUCTURAL DESIGN BY OTHERS
r i RUG S. Y WA$HDOWN rP kl7 z O B-B
,$" Mild.IfiIcKNESS'4TH RE1� QR^Efirf 5
y S 11iEliit 1" 14J H
WASTEWATER SITE PLAN f 4 J r • ;� f ' S ,,.��Q�HA,o�'•,, , = 5�
1"� �°°F I'
#RUCK as�tooyil�V Pe�[[r is; Li?FED s s - SEAL �? DESIGN CALCULATIONS
0 6' io' - -
i NORTHWE�13-TOWARD Q.QNCRtTE_-a64� ?sue �� '
STORAGE VOLUME FROM 25-YR 24-•••HR STORM EVENT
I'm Ur TOTAL TREATED SURFACE AREA TO WASTEWATER RECYCLE SYSTEM: 15,746 SF
.:. -_S -i _ r .� - = •i, �_ -_ !r1l1k1t+' �+rr)(J�f � ,
-41.0 25-YEAR 24 HOUR STORM DEPTH (IN): 8.0 IN (0.66')
41.00 _ 41.35 FINAL DESIGN TOTAL STORM VOLUME TO BE CAPTURED: 10,487 CF; 78,443 GAL
I NOT RELEASED
} A FOR CONSTRUCTION
STORAGE VOLUME FROM TRUCK WASHING/RINSE-OUT AREA
AGGREGATE BIN WALL FLOW SUMMARY FLOW SUMMARY
FLOW SUMMARY -_ . RECYCLE BASIN AVG NUMBER OF TRUCKS/DAY: 5 TRUCKS AT 3 LOADS/DAY
DA: 2500 SF; •057 AC DA: 3312 SF; .076 AC w DA: 9100 SF; .0209 AC AVG GALLONS OF WATER USED PER TRUCK WASHDOWN: 50 GALLONS
C: 0.90 CONCRETE LIP C: o.o : :::: TC:05 MIN
TC: 5 MIN TC: 5 MIN TOTAL VOLUME FROM TRUCK WASHING: 750 GAL DAY
125: 10.98 IN/HR 125: 10.98 IN/HR 125: 10.98 IN/HR /
Q25 MAX: 0.56 CFS 1'-0n Q25 MAX: 0.15 CFS '+_ . ' Q25 MAX: 2,07 CFS
OPENING NORMAL DEPTH: 0.19 FT NORMAL DEPTH: 0.26 FT
NORMAL DEPTH: 0.17 FT _ _ _ _ 6,-0., TOTAL VOLUME REQUIRED TO BE CAPTURED: 750 GAL + 78,443 GAL = 79,193 GAL; 10,587 CIF
5,-�0„
2� MIN � : ;:. ••,, : • -_.11
4' •..i
gp TOTAL VOLUME PROVIDED: 248.00 SF X 11' X 4 = 10,912 CF; 81,622 GAL
_ .. •�. FREEBOARD f�Rov10 A E .� .,.- - - 12 EEBOA PROVIDED 130Vi~ REQUIRED STORAGE VOLUME: - ;- 72.00 SF X fi 1 X 4
.�- - �-::3,16 CF• 23,697 GAL
f -•
• y.
f
- •w 'ys. - - .- - - -
_ _ _ - 0 G STORAGE V _.
•:x•�` 21 SETTLING VOLUME: 1 -.i••� :.-:� -:� •:� : ':- - - 00.00 SF X 11 X 4 4 4 00 CF• 32,912 AL
G
I-�
-I
E ICI I I -I I I"I I I-€ I, ICI .'..• : I I 1 � � � � � - COMPACTED SUBGRADE . - 3 000 MIN COMPRESSIVE STRENGTH PROJECT SUMMARY
_ 3,000 MIN COMPRESSIVE STRENGTH J� I I I -'-•-I I J I I ---I I I
COMPACTED SUBGRAD W WIRE MESH REINFORCEMENT : a :., 3 000 MIN COMPRESSIVE STRENGTH ;a i ,_ i-- I i I- I --I i I -I i I- CONTRACTION JOINTS SPACED AT 15'-0" Q.C.
OI P Is E E / COMPACTED SUBGRADE I .; .. . I -I ICI f -I I = I I -I I I�) IF A SPECIAL USE PERMIT HAS BEEN OBTAINED BY ONSLOW COUNTY PLANNING DEPARTMENT ALLOWING A CONCRETE
:4- I I H I l--I I E--a I I-� 1 I- CONTRACTION JOINTS SPACED AT 15'-0" O.C. I i I-- -I 11- ! € I�`� I i i
CONTRACTION JOINTS SPACED AT 15'-0" O.C. '' .' , j.• _ ' , PLANT TO BE LOCATED ON THIS SITE,
NO
y -TYPICAL FLUME CROSS SECTION D-D THOUGH NCDWQ HAS CLASSIFIED THE RECEIVING STREAM AS SA WATERS 15A NCAC 02B .0301 (i) (1) (B) CLASSIFIES
_ :e '' •' s` UNNAMED FRESHWATERS DRAINING TO TIDAL SALTWATERS AS C" WATERS.
TYPICAL. FLUME CROSS SECTION C-C n , ;a_�.•..;..: ' ' -'=Q= '�'_. ,� , TYPICAL FLUME CROSS SECTION E-E p r THIS PROJECT ALSO HAS BEEN DETERMINED TO DIRECTLY DRAIN TO PRIMARY NURSERY AREAS PNA) AS CLASSIFIED BY
1 -• 1 H&V , • ..r,:.:.. _. -, .. _- 'i -' H&V 'I = 1 H&V NC DIVISION OF MARINE FISHERIES. AS INSTRUCTED BY NCDWQ, NO COMMINGLING OF STORMWATER AND WASTEWATER IS
FLOW FLOW FLOW FLOW PERMITTED AT THIS SITE,
TOP WALL: 41.00
12 12 A RECYCLE FACILIT" HAS BEEN DESIGNED TO CAPTURE THE 25YR•'-•24HR STORM EVENT PLUS TRUCK WASHING
STORMWATER WASTEWATER WASTEWATER STORMWATER 4'-Cr USAGE WITHOUT DISCHARGE TO SURFACE WATERS. THIS DESIGN CONSISTS OF ISOLATING THE INDUSTRIAL OPERATIONS
2,_� R 1 AGGREGATE RAISED LIP R 0.90' TOP WEIR:40.10 FROM THE NON -INDUSTRIAL AREAS. SURFACE STORMWATER/WASTEWATER IS COLLECTED VIA CONCRETE SURFACE FLUMES
STORAGE AND DISCHARGES INTO A SERIES OF CONCRETE CHAMBERS DESIGNED TO SETTLE SEDIMENT AND PROVIDE STORAGE AS
RAISED LIP BIN REQUIRED TO MEET NCDWQ REQUIREMENTS. RECYCLE/PROCESS WATER FROM THE LAST CHAMBER WILL BE PUMPED
;jt_-
'�'" ` ' ` "��� OUT AND RE -USED TO IRRIGATE AND HYDRATE AGGREGATE STORAGE AREAS AND RE -USED IN PROCESSED READY MIX
2°o MIN SLOPE ..,'r ; t. •.. :;,r.w 2f MIN SLOPE
"' ' J , :�:}-:•,::;-;;•-::` CONCRETE_ A NON -DISCHARGE RECYCLE PERMIT WILL BE SOUGHT FROM N N A
2 MIN SLOPE 1% MIN SLOPE 1"R3,,:�{; cr::.7^R`�-x�•�' a-�•'::ti,�:r;�'•= �'?�--�� �a•� � RECYCLE BASIN WALL .� _. GDE R AQUIFER PROTECTION.
_ ._.:.:. ca' `i•- RECYCLE BASIN
-_' s;=:;=::r: _` :'•-:_: ..-�,_�.:;-:�..:;, --CONCRETE SHALL BE ,:_.. A SEPARATE STORMWATER PERMIT W1LL BE PERMITTED THROUGH N W R
_ CONCRETE SHALL BE:' "'::.::`.' �f`_,,,i CD Q FO THE REMAINDER OF THI5 FAClL1TY_
MIN COMPRESSIVE „y.�y- ":8"''- 3,000 MIN COMPRESSNE f
: ` `` STRENGTH •
STRENGTH.: �:-*: r:r;
- - ' Y!•, •!e! CONTROL ISSUED FOR THIS FACILITY ON JANUAR
:�::•.-a.• ; •- .• AN EROSION DNT 0L PERMIT HAS BEEN
,,-- -�':Y 20 2010 FROM NCDENR DIVISION OF
'-ems- �_- 'y-' s.arr "�^ •' '','`^ �?I'=;�.`(s;'!.�_.•.1 - �. rY:, fi.�' !'`}i
- �I I �I 11= I (-) I � -1_ �" ' � j•i`;•_.•,t:y;y� �:_�:K,4 : ,'= _ _.;...+�;;�`-•,;�r_ LAND RESOURCES
11�... � i- .� I I _I�. - - I I � I � I� I I. � 1-�� I - - #� - '. ��• • REFERENCES:
JII COMPACTED SUBGRADE
1�-LI I-1 I b I I ��► I I� I I I- _ I I II I I �I I I COMPACTED SUBGRA i 1 I� I l l f� 11 =I
I_ I I � I I= -I I I 1 i=111- I ,� I i-�1l�l-I-, 1� 1 I i- i-� I I I 1=1 I I� I I� I I_I I I-� 1-�I �) 11�11= * SCS TR55 "URBAN HYDROLOGY FOR SMALL WATERSHEDS'
,I III -<I,
TYPICAL SECTION F-F 1" =1 H&V TYPICAL RAISED CONCRETE LIP SECTION G-G NTS WEIR CROSS SECTION 10 ; 2' H&v
1!
No.
Revision
Date
By
1
N"M SW Permk &Oication
04.0910
DW
2
NCDWO Comments
06.17.10
DW
3
NCDW0 Comments
07.n10
DW
wadi
SC&
AS SHOWN
IDram
Nft
Dw
03P,t9h0
ClW&W 8y
J* Na
ow
mmmm
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROL.INA
CLOSED L
DESIGN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 WacKenan Drive Cory, North Carolina 27511 tel: [phone] www.withersravenel.com Ijcense No. C-0832

i
I
1
I
I
I
I
4`,
4(
3(
2!
F
4t
all 3�
oil 2:
38
`, \ `♦ `\ - _ __ _ - - --t- _ - ---'-- 38. 0
-_----___- -
`__--------_ - - `♦ y 1 1 t t It t Ir +` 5' 1 11 ♦ !I I I i I r / f ,( 1
- VELOCITY DISSIPATER -Pl4D- i `
' -------------- _- - W/ FILTER frABR1C UNDERLINEE�' 4 y , 4 4 , t♦ `� t 4 y 38.00 ',/ J �! !, 1 I ++ I ` I
! SWHT LOCATION #3 L: 9.a' t , , , , 1 , - _-- _ ` + -- - J,,,, t III V '
WIDTH AT OAET: 6.0' ,' , , , , \♦ `♦ - 4 ', ; " �,/ ;!/ / t, I I ; I ', I ,
I DOWNSTREAM WIDTH: 12.0' ,� + `t t ♦, ,� `, `- �- •, •, , , , , ' ,; JJJ,/,', I; ; , , t
THICKNESS: 22" ♦ •\ , _ r•- - \ ♦♦ \` J, I - ��� J J r! III ! I�
CLASS B REP-W _._- _ •♦` \ ' ; -;,0'� ,•,•LJJJ�I , i 4 I
r EDGf OF PRO-F OSED GRAVEL `\ _ - - _ _ _ _ _ -
1 `~ ♦ � ! - ` - - ti4 ♦\_ _ �-'-���''!/J! 1!' III t
38.20 / _�,---_.__ ��- -------r--36.5-_
I ' v36.10 ' ` _._` ----- ------ '`N w r li' II 't
�^' ' �4
170.80' __•._ - - - - J t
35.5
SLOPE JF
� 3 1 l C
VEiII` f .y .. O� �,' 1�'jr - �- --. •�-" --_-__-._..._.-.., . _ -3li.5-- -.-----2 -, -3-� -3
----- -30.5- --_- -- NRT E 4.0
t1 € II
'
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.
IEL:34.ao + STORMWATER WET POND 36.25 30.J •7FOREBAY 313cNi i
SLO
C#PERMANENT POOL EL: 36.0X 17D.s0'
36.10 37
+3co
38.2PROPOSED BERM 38.20 X X 38.20
3,
36 035 1
33o a oo Q o
ilf
Oz o PROP SED FENCE Oo F3STORMWATER ACCESS AND MAINTENANCE EASEMENT
O� Y
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nadop0ep ll
aapF°°��a`] Zl`EQ
FDNAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
r 12' IQ 2'
#3 BAR 9YNCAL EACH FACE) POURED IN PLACE
CONCRETE COLLAR
G
WMA!;TIC (TO°1T'F.}
r
1X Q
AMMff P COLLAR DETAIL
4
PERMANENT POOL EL: 3fi.0 PIPE INVERT EL 3.0 PERMANENT 5'X5' (�i,aNCRETE ;;',E
/ RISER OUTLET STRUCTURE I I'll
t,
SEASONAL HIGH WATER TABLE CHART
BORING LOCATION EXISTING GROUND ELEVATION
- -- VELOCITY DISSIPATER PA
1 34.7
W/ FILTER FABRIC UJ DERLINER I J� ', 'yRl l
L: 9.0'
I
WIDTH AT OUTLET: 6.0'
,_3 DOWNSTREAM WIDTH: 12.0' ' } I 414, I \,
2 36.5
NOTES: ` THICKNESS: 22'
y `• •\ + \ , * BAFFLES NOT REQUIRED SINCE. 44
FLOW LENGTH�EXCEEDS 1.5:1 WITH CLASS GRIP -CRAP I ' i ti i 1
3 37.2
A MINIMUM 3:1 FLOW PATH {3. -1)
SEASONAL HIGH WATER TABLE ( HWT) WJTAIN 6"-12" OF EXISTING GROUND
ELEVATION IN AREA OF POND
I \ I *STORMWATER ACCESS AND MAINTEN;4N�E EASEMENT SHALL BE RECORDED
r \ y I
PRIOR TO COMPLETION OF STORMWATER POND CONSTRUCTION
PP
° 1°' W 4'' 80' STORMWATER WET POND -SITE PLAN
SCALE 1' * 90' '~ s XY
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45
35
30
25
M.ELEVATION AREA (SF) INCR(CF) VOL. ACC(CF)VOL.
TOP OF SEDIMENT
31.50
2,861
0
0
BOTTOM OF SHELF
35.50
7,622
20,137
20,137
PERMANENT POOL
36.00
12,216 1
4,937
25,075
PP VOL: 25,075 CF
TOP OF SHELF
36.50
15,020
6,797
31,872
TEMPORARY POOL
36.75
15.766
3.919
35,791
TP VOL. 10,716 CF
2I,
DEPTH TO SHWT
AT/NEAR SURFACE
--6"-12" BELOW SURFACE
-6A-12' BELOW SURFACE
SHWT ELEVATION
34.7
35.5-36.0
36.7-•36.2
PRECAST REINFO
+E' THICK
6" HIGH OPENING ON ALL SIDES--
TE MPORARY/WATER QUALITY P00L ELEVATtOh,-3
Nowt POOL EL. 36.00
4 THREADED WA -
WITH 1 1/2" DIA HOLE
IF JOINT IS REQUIRED--'
FILL JOINT WrrH CS-102
SEALANT BY CONSEAL OR
EQUIVALENT. WRAP OUTSIDE
OF JOINT WITH I r WIDE
CS-212 JOINT WRAP BY
CONSEAL CONCRETE 4" PVC CUT TO
SEALANTS INC. OR REQUIRED LENGTH
EQUIVALENT.
EXTEND GATE VALVE IIAHDLE Or ABOVE WEIR E3..
SLAB TOP (SEE DETAIL)
WE TYPICAALm � TOP D7AL MANHOLE STEPS AT 12* O.C.
131D ErslaNs (SEE DETAIL THIS SHEET)
IF JOINT IS REQUIRED USE
a-n 1177//4 x 2"x12" STEEL STRAP (GALVANIZED OR
EPDXIEDSS))IN PLLACE 1 3STRAP 4' x5 REQU RED ANCHOR BOLTS
EA. SIDE 4 PER JOINT, LOWER BOLT TO
BE SET BELOW OUTSIDE JOINT)
GROUT INSIDE
e USE NPC KOR-N-SEAL OR
CAST--A-SEAL OR EQUIVALENT
REINFORCED CONCRETE
COLLAR WITH 2-LAYERS
a-n 4 REBAR AROUND PIPE
OLLAR (3" COVER)
16 DIP
4' SCH 40 PVC i '
ELEV 32.50 _ INVE ELEV 32.50
PROVIDE WATERTIGHT SEAL '_ ' . ; ;; v`,
USING EPDXY SEALANT e e
FILL DOx WFT1•I THREADED CAP
4"}C4` PVC TEE CONCRETE TO PIPE INVERT' 4' (MAX.)
SLOPE TO DRAIN
4" GATE VALVE
ELEV 31.00
NOTE:
RISER BOX AND OUTLET PIPE SHALL BE SEE ANCHOR D>=iAIL
INSTALLED PRIOR TO THE BEGINNING
OF OVERALL SITE GRADING AND SHALL
BE UTILIZED AS A SEDIMENT CONTROL
DEVICE DURING GRADING & SITE
UTILITY CONSTRUCTION. A SKIMMER
SHALL BE ATTACHED TO THE DRAIN
VALVE IN BOX SO BASIN FUNCTIONS
AS SEDIMENT FILTER BASIN. ONCE
GRADING IS COMPLETED AND SITE
HAS BEEN STABILIZED, THE SKIMMER
SHALL BE REMOVED AND BASIN SHALL
BE CLEANED OUT AND STABILIZED.
NOTES:
1, VERTICAL SPACING = 12" O.C., ON VERTICAL WALL ONLY.
2. STEPS TO PROTRUDE 5' FROM FACE OF STRUCTURE WALL,
AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS, AND A
HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED.
3. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE.
ENCAPSULATED STEEL STEP
STORMWATER WET POND CHART
DIMENSIONS
ELEV,
TOP OF DAM WIDTH
5'
38.20
TOP OF RISER (WEIR OPENING)
5'-0•X 5'--p"
36.75
ANTI -FLOATATION DEVICE
7'X7'X12"
N/A
OUTLET PIPE INVERT IN
46L.F 18' DIP ®1.09R
32.50
OUTLET PIPE INVERT OUT
32.00
DRAWDOWN PIPE
4" DIA W/ 1 1 /2"
OPENING IN CAP
36.00
CORROSION RESISTANT
MATERIAL
1 T 2" DIAMETER
STEEL ROD
SECTION
RISER STEPS
N.T.S.
CONCRETE RISER BARREL. DETAIL
N.TS.
4 REBAR 12"
LONG O 1
(EPDXY IN WALL)
ANCHOR DETAIL
7'X7' X12" CONCRETE
ANTI -FLOATATION
BASE
• - 0'
MANHOLE RING & COVER ACCESS
-�'L #'•r
OFFSET OVER STEPS
-E-
fi PRECAST CONCRETE SLAB
EL - 37.75
'4
g* VOID SPACE
EL. 36,75
": y}r
•.kti .Z
k �' -C `•.:��r�',ur`-,:ttr, :,.-.R' Yr� • .. •• •:�';;:
PRECAST REINFORCED BOX
TYPICAL SLAB TOP
N.T.S.
PRE -POST DEVELOPMENT SUMMARY
Storm Event
Pre -Development
Outflow
Post -Development
Outflow
1-Year
1.44 cfs
0.17 cfs
2-Year
14.61 cfs
14.92 cfs
10-Year
19.43 cfs
19.55 cfs
100-Year
25.03 cfs
24.44 cfs
STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
Freeboard
Peak Outflow
1-Year
36.76'
1.44'
0.14 cfs
10-Year
37.06'
1.14'
11.02 cfs
50-Year
37.12'
1.08,
14.00 cfs
100-Year
37.17'
1.03'
16.91 cfs
I
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10+80 10+90 1 1
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12+60
12+70
12+80
12+90
13+00 13+
10 13+2
45
40
35
30
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Revision
Date
1
NCQN SW Pell ion
04.09.10
DW
2
NCQM CmiTez
06V-10
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3
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072110
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209039M
SOT. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY OINSLOW COUNTY NORTH CAROLINA
STORMWATER MANAGEMENT PLAN
WITHERS"' RAVEN EL
ENGINEERS 1 PLANNERS i SURVEYORS
III MacKenan Drive Cary, North Carolina 27511 tel: [phone]M www.withersravenel.com license No. C-0832

........ .....
-- -�
RIP RAP
•ff�f � f�•
�i` `•f��f'� +aft:`
COFLARED END
NC_
ISOMETRICSECTION
do PIPE DIA
La APWN LENGTH
W APRON
i�:�f:1rr�•r'E � ti
IDTH
DEPTHd APRON GTH
La
�� SLOPE
11=Il=u=fl=it=El::
kl=lk=I1=II=II �I.:. I♦. ..- -—II—II--II =1
=11= 11=II=lI.
APPROPRIATESECTION A —A
NOTES- Filter blanket
SEE SCHEDULEr- DIMENSIONS
1LA IS THE LENGTH OF THE RIP RAP APRON._
2.
= 1.5 TIMES THE MAXIMUM
BUT
r, OR STONE r SHOULD
INSTALLED BE
BETWEEN THE RIP RAP AND SOIL FOUINDAnON.
PH OUM TO FLAT AREA - NO WELL DERNED GIANNEL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED is
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
S- INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
THE PLANTING SEASON, IF POSSIBI E. IF STAND SHOULD BE OVER 60% DAMAGED,
RE—ESTABLISH FOLLOWING THE ORjOINAL LIME, FERTILIZER AND SEEDING RATES.
MIXTURE
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE — 10-10-10
SUPER PHOSPHATE 500 LBS/ACRE — 20% ANALYSIS
MULCH 2 TONS/ACRE — SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
SEEDBED PREPARATION
PGWANIE;NT SMNG SCHEDULE - MIX"E 517
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH — JUNE
Soil Amendments
APPLY LIME AND FERI LZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTIUZER.
Mulch
DO NOT MULCH,
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CEMIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER,
TEMPORARY SEEDING —LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (OPAN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PWN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO DMND
BEYOND JUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN — DECA—APR. 15 — LATE WINTER AND EARLY SPRING
APRIL 15 — AUG. 15 — SUMMER
AUG. 15 — DEC. 30 — FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10--10 FERTILIZER.
Mulch
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STIiAGHT CAN BE USED AS
A MULCH ANCHORING TOOL -
Maintenance
REFERIIUZE IF GROWTH IS NOT FULLY ADEO!UATE. RESEED, REFERI LITE AND MULCH
IMMEDLATELY FOLLOWING EROSION OR OTHER DAMAGE.
LP
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13
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VEGETATED SHELF -T
— SHALLOW WATER
SHALLOW LAND
FP
WET POND SHELF VEGETATION PLAN 1" = 3o'
VEGETATION PLAN - VEGETATED WET POND SHELF
SHALLOW
WATER (NORMAL
POOL TO b" BELOW) = 2,335 S.F. 50 HERB. PLANTS / 200 S.F. = 584 PLANTS
PLANT TYPE
TY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
S8
Acorus colamus
Sweet Flag
CONT.
4" Pot
24" O.C.
58
Acorus colamus 'Variegate'
Variegated Sweet Flog
CONT.
4" Pot
24' O.C.
58
Peltandra virginica
Arrow arum
CONT.
4" Pot
24' O.C.
118
Pontedoria cordata
Pickerelweed
CONT.
4' Pot
247 0,C.
58
Sagittaria lancifolia
Bulltongue Arrowhead
CONT.
4" Pot
24" G.C.
58
Sagittaria latifolio
Broadleaf Arrowhead
CONT.
4" Pot
24" 0-C.
88
Soururus cernuus
Lizard's tail
CONT-
4" Pot
24" Q.C.
88
Schoenoplectus tobernaemontani
Softstern Bulrush
CONT.
4" Pot
24" O.C.
SHALLOW LAND (NORMAL POOL TO 6" ABOVE) = 2 b40 S.F. 50
HERB. PLANTS / 200 S.F. = 660 PLANTS
PLANT TYPE
TY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
66
Asclepias incornato
Swamp Milkweed
CONT.
4' Pot
24' 0-C,
66
Carex stricto
Tussock Sedge
CONT.
4" Pot
24' O.C.
66
Hibiscus moscheutos
Rase Mallow
CONT.
4" Pot
24" O.C.
66
Iris versicolor
Northern Blue Flog Iris
CONT.
4" Pot
24" O.C.
99
Iris virginica
Southern Blue Flag Iris
CONT:
4' Pot
24' O.C.
99
Juncus effusus
Soft Rush
CONT.
4" Pot
24" O.C.
132
Lobelio cardinalis
Cardinal Flower
CONT-
4" Pot
24" O.C_
66
Scirpus cyperinus
Woolgross
CONT-
4" Pot
24" O.C.
All other slopes shall be seeded according to the Seeding Schedule.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROUNA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
GENERAL GRADING NOTES
1 • REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTORSHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3, CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT•
4• ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF —SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
CARO
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FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
} `• � `' I ` I J / r r .
/
PRE`TDEVELOPMENT DRAINAGE AREA: 6.54 ACIlk)
f'
\ I /
\tip 1 14. F 1 r, �_ I f r /
1 y i I f 1
1 r Ir - -_. _. -- - .. r - -- - I -- - - ----.r ti I / + 1 ,
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/f '�;54' j I �! ! I ';3�:- ••_ _ r 1 I � } ♦t :_ _ �'--,I_ � j r r / ' I r °° ` +
DRAINS T rr
UNNAMED TRIBUTARY
TO MILL CREEK\ �' I --= - II € y +` ► \ � � � I ':(:'' r,', � `�\ / \\` , \♦` ~ � it � € € +y Y f t ! I �
rf ♦ of ' `� I S; ♦\ L "- err I f I +I r 1 </ '
SURFACE FLOW TO E41ShNt ^WETLAND6._,
.- --_J
'EXISTING' SITE STdRMWATER -DeCI IAKE-'�'AT
•
Y v + `� ♦ J r
NOTE. ----- J—
r
EXISTING TOPOGRAPHY TAK,,EN--F-ROM B * T+'` AIj ABLE G�1S +DATA
PRE -DEVELOPMENT DRAINAGE AREA MAP
1" = 100"
POST, DEVeLOPMENT DRAINAGE AREA 3 ;r ,
UNTREATED: ti'/
1918�2 SF, - 110120 SF = 81,712 SIT;' 1.88 AC ,• r
r
I f IJ
IMPERYIOUS AREA
I i SHEET! FLOW TO EXISTING WETLANDS PAST DEVELOPMENT DRAINAGE AREA 1 f`
11/7,�2 SIT; 0.27 A r' / Tq% STORMWATER WET POND: i '
j - 110,120 SF — 15,746 SF 94,374 SF, ; 2.17 AC
I S r
<b !
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It I
f ! I I IL = y fb J f 1 r
i ' I I 1'•'.•'.•' ri �.: Ir 11� 1 I I + '. .�.
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♦rr � I f
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it �': �;':�• r ,� I# i l ' i � : r ,' J I i °° \ `,
WASTEWER OPER fiONS
;tie1 f r I
D RAT PAS T 1 I ( I 'of
R €
PERMITTED SEPARATELY
UNNAMED TRIEkJTARY �'- r i 'GE AREA 2; : 15,746 SF
TO MILL CREEK �` _ E� ❑RAIINa
(SHADED AREA)
1 1 <
\ k1� ` �: • NW--DISCHARQ� DRAINAGE• LIMIT TO
PRQPOSED VCYCLE BASIA
777,
-----------
Ilk
_-ST0RMWATETC
WET"ISO ND
I 1 J SURFACE fLOW TO EXISTING WETLA I
---------------
"SITE STCOIVIWAT ' DISCHAR -RMT-- II I 'I
IMPERVIOUS AREA �'0 F SOR' WATER WEB POND:
(WASTEWATER AREA NOTI INCLUDED)
665,755 SF; 1.5 V AC �INCLODES 2,500x SF FUTURE AREA) '+
('-
ir` \ ; JII i
14
NOTE:
EXISTING -TOPOGRAPHY TAKEN_FI�OM BES��`�V� IL, FBLE GI DATA
I , ,
POST -DEVELOPMENT DRAINAGE AREA MAP
1"=100'
SCALE: V • 100•
Na
Reunion
Glee
1
NDWQ SW Permit &Oicafion
04-09.10
DW
2
NCDWO Cwynents
0617:10
DW
3
NCDWO Comments
(17.21.10
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S. I Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
DRAINAGE AREA DELINEATION MAP
AND DETAILS
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 Macl(enan Drive Cary, North Carolina 27511 tel: [phone] www.withersr<ivenel.com License No. C-0832
5

SUMMARY INFORMATION
Qr4o.oft n X%mr. NC M.T 112 - SNEAM FERRY
WaT10N: Rc Hwr 112 APPIIOiL 0,5
w
REST OF my 110
ONS.LII COUmTT mw NO: xx-AA-xxx
AORFArL 4.404 AC.
OFSRIDED ARM LW AC
YIPOAA" 3 mia Aw IM AC
PlRSM TO CONTACT R6 LMW TrOF COAlWA OR QUESTIONS:
DrtE 'AOMWO. PL CF.1
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11 v II.aI�[l/Ah pRl�, bpY, NdifM CM NA ZT511
TpEPYRIII[: (Q19j aE1-3540 rM: hti7 N7-f006
dwMMkN.1IMnrov.r�. me m
DEsoRU.eaN ElI M111 PRoPosm
----------------
PRELIMINARY WASTEWATER SYSTEM DESIGN PLANS FOR
S.T. WOOTEN CONCRETE PLANT
ONSLOW COUNTY, NORTH CAROLINA
MARCH 2O10
INDEX OF SHEETS
SHT Np DRAWING DESCRIPTION
I WASTEWATFA SITE MAN
2 RECYCLE SYSTEM
E DESIGN AND CALCULATIONS
Jr'
DEVELOPER
S.T. WOOTEN CORPORATION
MM LACK C11M ROAD
VALSGN. NC m"
uwnm It
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MX 3�fOp1
CIVIL RANS WHARED BY:
WITHERS & RAV EN EL
ENGINEER! I PLANNERS 1 SURVEYORS
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PRELIMINARY
N07 APPROVED FOR CONSTRVCMN
..
S.T. WOOTEN CONCRETE PLANT
WITHERS RAVECNEL
NC HWY 172 • SNEADS FERRY
WASTEWATER SITE PLAN
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4MOINIRMS = ruMMu■ _ SURVIVORS

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RECYCLE SYSTEM — NITNEREi a( RAVE N6L �I
DESIGN AND CALCULATIONS 1161••112•••••••• ••••^••• 2

WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MacKenan Drive
CARP, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDW
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LETTER ©F -1 RANSMITTAL
DATE 3/25/10
1 )08 N0- 2090399.00
ATTENTION Rick Shriver
PHONE # [phone]
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
® Attached via the following items:
❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Change order ❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
3/24/10
Preliminary wastewater design plans
REC,--EIVED
THESE ARE TRANSMITTED as checked below:
® For approval
❑ Approved as submitted
❑ For your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑ For review and comment
❑
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO; Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Dale Werenko, PE, CFM
Ifenclosams are notas noted, kindly notify as at once.

Page 1 of 1
Werenko, Dale
From: Werenko, Dale
Sent: Wednesday, March 24, 2010 4:28 PM
To: '[e-mail]', 'rick,[e-mail]'
Cc: '[e-mail];'brad ley. [e-mail]'; 'Butch Lawter; Freeman, Hunter
Subject: Wooten Concrete Plant - Sneads Ferry
Attachments: Preliminary wastewater design - Sneads Ferry plant.pdf
Rick/Linda,
Please find the attached pdf of the preliminary wastewater recycle system design for the proposed concrete
production plant in Sneads Ferry. This system is designed for 100% ww recycle, containing the 25 yr - 24 hr storm
event with 1' freeboard for the industrial operations. We have revised the site plan to centralize industrial
operations and have created a more efficient wastewater capture plan. Please review the preliminary design
concept and confirm this will be permittable through your department so we can proceed with final plans and
permit application package. We are fedexing hard copies of this plan to your office as well. Feel free to contact us
with any questions you have.
Thanks again for your assistance,
Dale
DAI.r VV RENK0. PC, QFM
WITHERS C` ' RAVENEL
'1 t�i:ic' caf-an 06,4« 1 Cad, Worr3 Car-flimi
tel ;e19469,3340 1 klx: cR194676.74sS
F—X1 http:/twww.withersravenel.com
R CE:Zolo
R-
MAR 2 6
BY:
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other docur
J COPYRIGHT NOTICE: Copyright 2007 by withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This notice applies
3/25/2010

X"` k
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
L E77ER OF ITRAMWITTaL
DATE 3125110
1106 No. 2090399.00
AnENTION Rick Shriver
PHONE * 910-796-7386
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
WE ARE SENDING YOU ® Attached via the following items:
❑ Shop Drawings ❑ Prints ® flans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
3/24/10
Preliminary wastewater design plans
I;C;EIVED
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
COPY TO. Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Dale Werenko, PE, CFM
If eflclosureS are not as noted, klndlynofify us at once.

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ
Division of Water Qualms`
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached via
❑ Prints
❑ Change order
LETTER OF ��� 11\41 r MI
DATE 3/25/10
1 JOB No_ 2090399.00
ATTENTION Linda Willis
PHONE # [phone]
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
MAR 2 6 2010
the f i�iu
® Plans ❑ Samples ❑ Specifications
❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
3/24/10
Preliminary wastewater design plans
THESE ARE TRANSMITTED as checked below-
® For approval
❑ Approved as submitted
❑ For your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑ For review and comment
❑
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Dale Werenko, PE, CFM
If enclosures are notas noted, Undlynotffyus atone.

Page 1 of 1
Werenko, Dale
From: Werenko, Dale
Sent: Wednesday, March 24, 2010 4:28 PM
To: '[e-mail] ; '[e-mail]'
Cc: '[e-mail]'; '[e-mail]'; Butch Lawter; Freeman, Hunter
Subject: Wooten Concrete Plant - Sneads Ferry
Attachments: Preliminary wastewater design - Sneads Ferry plant.pdf
Rick/Linda,
Please find the attached pdf of the preliminary wastewater recycle system design for the proposed concrete
production plant in Sneads Ferry. This system is designed for 100% ww recycle, containing the 25 yr - 24 hr storm
event with 1' freeboard for the industrial operations. We Have revised the site plan to centralize industrial
operations and have created a more efficient wastewater capture plan. Please review the preliminary design
concept and confirm this will be permittable through your department so we can proceed with final plans and
permit application package. We are fedexing hard copies of this plan to your office as well. Feel free to contact us
with any questions you have.
Thanks again for your assistance,
Dale
OAL E: WCRENK0, PE. CF M
WITHERS ` RAVENEL
ni Ma_Kelrarn tid-et! F Caj% Mort: Ca.-Aina 775/'S
?el: ✓i'D'69.33ilo fax: �fSq i,67A-;-JS
ffL�J http:/Iwww.withersravenel.COM
J NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other docui
COPYRIGHT NOTICE: Copyright 2007 by Withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This notice applies
MAR 2 6 M0
3/25/2010

Y'�

SUMMARY INFORMATION
LOCATION:
ONSLOW COUNTY PROJECT NO:
ACREAGE:
MPERVIOUS SURFACE AREA
NC HWY 172 APPROX. 0.5 MI
WEST OF HWY 210
XX--XX-XXX
4.404 AC.
2.11 AC
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
DALE WERENKO, PE, CFM
WITHERS &: RAVENEL
111 MccKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
[e-mail]
LEGEND
DESCRIPTION
EXISTING
2' CONTOUR INTERVAL
-----------------------------
5' CONTOUR INTERVAL
----------------------------
PROPERTY LINE BY SURVEY
PROPERTY LINE BY DEED
EASEMENT LINE
--
TEMPORARY CON
EASEMENT
SANITARY SEWER
5
STORM DRAINAGE
WATERLINE
— — — '—"' T —
FIRE HYDRANT ASSEMBLY
CABLE TV
FIBER OPTIC
--- -- -- — -- — —
OVERHEAD ELECTRICALGAS
h
TELEPHONE
—
FENCING STRUCTURE
'--" -"` "-" x — — — ""`- — x
TOE/TOP OF SLOPE
WATERWAYS
WETLANDS
- - - - - - - • - - - - - - -
BUFFER
T_ _
PROPOSED
,8
20��
ms
D---._._. ..— O
WASTEWATE,2..STORMWATER PERMIT PLANS FOR
So T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY, ONSLOW COU-NTY NORTH CAROLINA
E
0
MT
T
s
. .... ... y p.0A0
FERR . . . . .............. ... .
- -St,,EAOS
Y 172
iG
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co
CA
=�0 REVISION BLOCK
e
_ �� SEAL 29�0 DESCRInON
26495 -
a�e
INDEX OF SHEETS
5HT No. DRAWING DESCRIPTION
1 SITE PLAN
GRADING AND DRAINAGE PLAN
DRAINAGE AREA DELINEATION MAP
INDUSTRIAL WASTEWATER RECYCLE SYSTEM
DESIGN AND CALCULATIONS
4 STORMWATER MANAGEMENT
PLAN AND DETAILS
DEVELOPER
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
ATM' BUTCH LAWYER, PE
TEL [phone]
FAX [phone]M
CIVIL ENGINEERS/ PLANS PREPARED BY:
WITHERS & P..AVEIqEL
ENGINEERS
I PLANNERS
I SURVEYORS
111 MacKeanan Drive Cary,
North Carolina
27511 tel. [phone]
www.withersrovenel.com License No. C-0832

- - - -
It
rfJ _ 4 - -- rtk !/l I aJillI
I1
k -
1 10.000 GAL FUEL STORAGE
+ TANK ON 15' x 30* __-'�=!i1G t, ► PRETDEVELOPMENT DRAINAGE AREA: 6.54 AC +'
r CONCRETE/RAI)--, �.` � `� - _ �_�,IE-__' �. /' - !r / I
4
®- I `-- --- __------"--- —_--
r/ ate\\� TIC LINE -�-�[
SEP
f 550 GA ON-HWY DIESEL FUEL. STORAGE TANK • I / , r � [ �� 1 ` t i + r ~, `-', ! € /
SEPTIC LINE- -e -,�' f`�' __ _ ----- \\i 1`t 'i i �� �•� �__ i i i
PROPOSED l ��__'` r' '1 '-•+� \ "� ��� �\ i / 1J,
GRAVEL AREAO ,4 c)\ - _. _ - ---;�EP1lC LINE ~ . ' ! � � �. �� �. �\ � k i f i \
it
J J_Q[L / `~ / ' y 11 \ `t �~` ` �t \i
(� ZXU , �` `� �.. J `�` ` Yyy_ 1 /�,r�w«+�/ i r I l
U ��r r,■•,■r �r r' r, J / / I I I - %- - "' \
r\ U.. r ^t`, _.-..._-..._- ! - .,._ -_•-•- -._--. r' /r / r s ••. + frr-�!
AGGREGATE - _ _ - J GGREGA
f' CONCRETt, BLO K STORAGE z - STORA
J` RETAINING BALL AGGREGATE GGREGAT I 1 - I k t . t. •• .• / �, t , ::i r��
STORAGE STORAGE po� ,/ I �\ E i .y4' 1 1 f 1 �'� E } t\ \\ 1
. �(•,I..
J ♦ \ _j� I 1 k
� '!'i`;�x.P* i *,�1f i y�.is4+°' i��E�'%M�rai`-�- _ic. r*:�'.• ., aT-ws�-,.i`5,�,�1�.,. y I � \ 1 ..•+.,,.kl 1 'tl t Wit^ t S.-1."' ::,f I S /^"1 / �,, r+
.A�.. r' � r'' PROPOSED BERM � 1�' +� •t' t .ae� I 4 i i,�1r �'� + k � 1 ! �� 1
_-- - - - - --
' U', ADMIX O l.R: ' ,/` ^� t \\ // I ` S \�.,.� -' i { '1 �1.-��
A'3!
Q r i / t
ONTAINME [L 1j; rr ` • * % f� ! 'f•.'�•�• t .•'. :. -...ter 1' ' !€ ! ! ! i
, l li- 1� .•=�- f r- f/ t \ rV1y l- / II � k .., i 1 1 i ! f f ! f l [ i
' k _02 ' .-:r' r: , 1 / f.e I I • ' _ ' ] I 1 �!r -�{ya' - •j 1 rf/ r ! / �`` ; 1
k xa J W \ r \'+ I i'k DRAIi/�S T r� •�'• ! It `••'^Y•\'�•, i r` 1 } // //
_ - h UNNAMED TRIBUTARY :I""!"1 4444�I , € ! -�
Qom z �` , 'r,� r, I) , �� 1 I T •, , \\ 1__r� ��`�{'',\ I: ,I � 1 J / !
)t7O U caz[.': ,f $ € TO MILL CREEK\
t `.` 0 (D�� \ r pp f \ I I r :►;. < �\ �.-� `, I. \. I 1 t t / J
Il n \ ,' ' +<? t t �1 : i r' I `. * - `. i i I t 1 I 1 r ! // .\
! j.1 „1 :r3-.an-.,�:'ti. �.t .��. 1i / �l ♦, � `\` I � � tl r! � /j
J Rt= t , ,r O r t RV- _ �+J `%9L
•' �`Jq ♦! L 1 \ k t t f t { / !
i
{ ``ti :1 f 1 f � i � V ��•. \ € \ �• � \ � 1 1 ! if 1 1 � //
'' _y r°�1• ;- 9a..•�, x x-.-,ctr`- }ir.'-: frr � � S � __- TM` 1 w, t I r f t k i f
, (j ..." mil' �:x�°a,s�'!•� ayyS;RA"t w�ti.A���r ..{F:; r / ~`� ! _ _ t / / + I \ ' I I j {
t Z 41,�
I / J' ;i i~t �4/'i �'� i,r•'� � 1 -r' % /1 I ,'• ! I I I
i i r 61 TALL CEMENT SIL 61' TALL FLYASW SILO � FfVfi` ' � 1 rs' :y aY r EXISnNG, WULANDS i e + I f1 /"l _T 1 /! a •• �! r' I
t� t x s ti t t ! / -_.._ ! ! r I If
r � a , , J t APPROX tt?p !.F J ! ' - r [
{ I w ,' f CHANNEI.i TO BE !
W
r1 r T !,' r Ilf ♦ +f I '♦r '-. ` r--__
{ , , REGRADE i ! ! t ,/ ! I � s ,•
I / SURFACE FLOW TO E7f15ltIN�G WETLANDS__ ,
4^ UJI !!--
It
/ n { ''"EXISTING `SITE ST6RMWATER .D�iARQE- POINT
AREA FROM INDUSTF��AL OPERATION / i
fr' ,r/ / i ■ f9 / rr r♦ // 1 \ 1 r $ t t
PERMITTED SEPaRATELI�` i } ! / I 1 r 1 + I i I t t
` I 1 s r , / k k ' ! I 1 \ \
PROPOSED y ` ,` ,-- _ _ f i l� 1 !/ I1 1 ��`` i ! ! t- ♦t fr tl \`t \�` :\ I tl
! ! I 1 •.. _-_-_ -___ - ___-_ - _ ` GRAVEL AREA
------ -... I l i I 1 I f
_--- ��`� \ ♦ QQ r/ I. I i} + f 1 1 F / 1 1
Yr` - 1 `~�� •�.\ ♦,' , // y+� It r t ) [ € / f • ; t
r'~ I t i `�`� �`.`'. 1 r♦, f //!, t 1l it t ! [ 1 { `j / r 1 1 r+' / ! �•�`� t \ I !
,_ �� + `�. •
.� r /// . 1 J •. I i k \ \ / 1
v 4 I r r
t `�M. .• �. r / I l :€ t i r / ♦ J I • ♦ i I
i k + � r � r I I+ t 4 [ 1 / \ \ \
,1 I _. r / NOTE: _----
+ 1 I I l t l 1 1 / 1 �� �� ! r f / €, r k ♦ ! \ •,,.��,_� r r ♦ t --
1 t I / �, r t \ �,\ / r / 1 ' t ♦ � € 1 {'I { I ♦ ! j ' r /' 1 / ♦ !! r t ,t \t \ I
f f f t 1 I I EXISTING TOPOGRAPHY TAKEN--FFQM B T ARABLE 6S DATA
t + S i 4 t 1 1 1 1 •,,...• /""'-1 , .� r , t ____ E I{ �! 1 {€ 1 \ - 1 f ! / / /' 1
1 ! I ! 1 f 1 1 i l 1 / ` 1 � __ �tiY ,5t , / f e ♦' f l ♦ r � / 1 + I \1"~��~ ".r I , t / ! / t
I! € f
k! I
i{ {
a 1! II I ' == � _- - _ - J" `.`•�- _-_ __-_ _ _ - '' --- ''{ PRE -DEVELOPMENT DRAINAGE AREA MAP 0 W 1W ear 400'
! ! 1 \ \ •,tom ..._.. - - � .., �` -! r ,. J I {
! l l � � � � , - "_" "-•'--,- _-".' , , l��„ �.`' ! /l f! + / r+III ,
!t � 11 i 1 5 �`�` ♦` .�`_ '� =� J =_ M N - ~ _-�__ � '+ Ir ' ,r r� ~i`.\J♦ '1 i� � + }Ili k i �� j/'j� � ef�.��e. ewe
-.-.»t'k't tt l'r r' ` 1`t ``5 �� till 4�l I j{li t �Vo Sc.r'M V-10(
ww■w■-ww �wwr'iw�yr f ! _-- .--------.""- S t 11 / 4� 1 i 1 `t It if kl ♦ , t E�+I t � 1
1111111 t l 1 rI r}!! I t• 1 it 1 I
1 I ' r 1 , 1 t l \ \`-• � � k _ _ r I/f f + Ikl l 1 f r \ '
! t I � \ i + + , � -' ` � � t --- - J / 1 II 1 y 1 / ! ram- ♦----! ^` \
! k t ♦ 1 t t `\ ..+ r ��,, \1 f- t/ J f \ l i 4 + t 1 !
! I I I - � ., • _ , \ \ I r/ Jrr, 11 t t 1 t I / i r `.
1 ! I 1 t * r` ` `.-_ r t\ \ \ ._ r r^ ♦ ♦ • .1 r / 1 5 t L
/ f 1 I �� r ♦ RQPOSW- .
� ! f ; I � `, ��muur.uu�rr■rrrr■i - ` _ r=� ` _! � ! � I I 1 ! i { . r+ t ! f! ! '_
! !' I { ' I / `~ . _ -----•''�,^'i "' ♦ � l f I€ JOt r-` f I I / 5 �~' �1 1 j i r_-.._
y' t I I ' t I I ♦ •- - r r' _. _.. _.... - 1 C� I I II I� t J } I / 1 \\ I f 1 !
1 I } .. { I — -,._.t— ....._...^___..._ — ._.... — _ _•-_- — — — _ Hwy
I 1 I I ll \�, i / r -.� � -'I I € I{I', � 1 ;• , ,♦ 1 1 r- r t !
ii I i ♦ "� i I I 1
E I t ll
SHEET+ FLOW TO EXISTING WEfLANi� ` ,
I � ` IMPER IOUS AREA
♦ POST DEVELOPMENT DRAINAGE AREA J
F1 --- ,� ~ �, ,a ( € I t i I 11 7,e2 SF; 0,27 A I J
EL•34.00 PERMANENT #` CONCR + I III I I 1 ' , ' T STORMWATER WET POND•
STC)I�N1V11ATR WET P4N0 RISER OUTLET,STRUCTu ' \. I ` '` f/ 1! (�. • I
-_ - -• r .� �' ' {�� i •` J , -r- ,l ; t71,648 SF — 13,850 SF � 3.62 AC
r l r I f FOREBAY "t
Si
33
/
000
Itl
to ; OPOSE -BERM ' ''' i • �• ,_ 1 , ____I t 1 , \
I I I I .:.., Ili .•`-• i \ Yi � `~ -` `F` 5 1 / f t t i
� I , I ! ` .3 ... _..... _. Ill - .._r 1 } .. � t-••"'°'•-"-""'~ •_�• • - -^ —.-...W.., —�_. _,,.�. � t t /) ;
I € f � .- 3 t ill I /' ! I ■ '�/.� ".":::` ^'.� -- �• r / \, tt r \
r1 f I I � .3 1
f r t p,f p , i� O O- p
25' WIDE GRASSED EMERGENCY WEIR / EL3200
€ I € _.,.., _, f / - 4 Ilr1 I / k ( "j�:. •1 � ��`� r / __ ,.,tea x � � f 1 ,,,•.'^' _ � 1 �
„� i I I ♦r _ I .,` t ill! I I I r P I l' i ...�., I { { `�•''1 //.r
�' +^ - VELOCITY DISSIPATER PAD J \ 1 i ,+{{, E i t. I<I ¢ (r
CDNSTRUCTION LIMITS
EXISTING DITCH
C? I j �1 `^'\\ I \ rr �,, 1 I ' + 1 {' Ili1 \ �\ ♦���� I I � .1;: w.. _... 11 � � � �� i I 1 r--- -•,� \ 1
++
ry 1 U3
SHEET FLOW FROM DRlli'E , �..;::, 4 , ,
T© WETLANDS ' { + '.r` `, t t \ ' t r A , Dr 1 ! �• w++ t I I 1 1:..., 5 1 ! l 1 € , ��
r- �\ •k i ` t ' 1 \ \ r d { rr \ 1+� +� , y.:,.: t I I , ! r; !
_ _ ` . ' EXISTING WOODED BUFFER TO REMAIN 1 , , ` Il ,
'\ PP I \\ // •�`•'4'''•' \t,^i/- 1 I 11 9 `t I ( ,r`- t + r••_w. i \
- tit I ! /- I ti . • r I 1 3 ! `` r ! ! i / \ ,
'\_ __ —Ri J __ / \! 1 \ I f i ' F 1; .•• i /' 1\
+ € ,-' -_ _ \\ •\, jj �,� DRAINS T - :'r' i i1 ' WASTEWATER 6PERATIONS \
1 1 1 r r p �+ 1
r 1 \ II ,r�;� '1: 1 4 3 ♦' PEElM J �r
____---- !b ''I, UNNAMED TR16bTARY �- ! 1 1, ,♦ ED SEPARATELY 3,850 SF
ExISTINc��NCSS 4
7 _ 1 ;� t _ I • , \� (NON"HIGHLIGHTEDAREA) !
ii I+ A TO REMAIN UNDISUR8EU ; ',� { ;';I,I TO MILL MEEK ; I r i l ' R ,f � ,\ ,-` ``- � '•\
• - - •• -_ • ", • ���i �% f.=-', \`, , . 1 NON—DICoHA�+�j �E TO PRO,P,6SED
O // ' it 1 r /` `r •-`^a-ti^-'x_ • "_ - - ' • ' it - " • , / 1 ,j,€ € ,.'1`, *y E r /' \\�. a+�",-. I+: `. \` \ l r ! RECYCL L.IfAJIj N % / `\♦
I / !
'l " • • • ' • • ■ • / � • ■ ■ " ■ a • • • r + " r 1 - - r ■ • • • "�w Ilry, \ mot♦ I � 1 1 ! / r � t\ ! I I ! 1
-/ - " . - • • • ` • ` I - , _ . • k l I I t it 1` I ■ rr 1 1 f /�
c I r-_ ,• • w • • - w •" _ - - •Jt r r - " • • " •r`• "; • yr+ • • - • • / ` 1 I I{It \ 1 / J ! � 1-_S1�RMIN�47"�� f _-..�/ '1 F � ! 1 I I !
I • • . • • • • � • r + • a•■•�p' . " III * t ! ! + / ! 1 '• / k [
1 € �� •- •` - - -• ' 10
Pt�OFd5E0 fp1GE•{/-. • • ;- r "• r'I- - ±-- w. �f� • • r - • r -'` l€�iEl tt, 'rrt I�rf' I I If /^~ W OND r! ------
WETLAND r � \'-' �i !J y i} -%
.,1 - - , - , . , •_ - - . • -• • ;II.. `_ 0366 AC •• -_ - - . - `_ - - . •+ • =,`. '" - ' //-_ - i11�+ -�� ` I d ,SURFACE FLOW TO EXISTING WETLANQp/
`f Jr ' ' -• - ' ` • ' • - . • • , - - • \ • ' - ' • • 'tt-`\. • ' /14i `1 . -„r�� ! f t _ ----
�Sr
-if ISCNAR -!at SiTE STO�tMWAT D-4����_ METAL GATE 8L£ F-135� • i r i -: _' = T g�I &�HPHL - - _ ! ' — -- -- — —�+' r p� ' r� - ' t �7 — ,' ,` f f."• / i `.* ! , t t i
P& IMPERVIOUS AREA x01 SIORI WATER WEt POND:
o —(�-- — t f - -,- . • + ° p0 as ° 1111111111}! r r I a OP f ♦ 1 ♦ I 1 1
_ r! (WASTEWATER AREA NO INCLUDED) ' I t a "-•.� I t ' r % ' r� 66,006
,
T 1 1 r' ! ' STORMWATE a° A r 1 \ 1
c� € 1 , POINT OF DISCHARGE } 1 r _ o ° �/ ° re•ea ♦ / € ,
{ , r I + ,r \___-_- o° t
„ , I Z ! t j l I ° °° a ♦ , , ,-_..-_� i i B DOfi SF; � .�r �Ic , +
{ _ j
3e Z \ EL:30.7 � t \ I I { 13" RCP-•.� _ u _ _ _ -- - ' e° �O /-Jj�6Y, °a 2 °e : e �$.S' �• !� [ Jf r'' -� - _ \[ ► t
- 1.33 1 t , - -_ { �_ + --�- - ti ,q`°0. a �Oe^O� iQae f'-e,r --- f
_ r^ 1 1
/` S A L a e� SEAL
`['
1 - ----------------------f _ _---= 1_ _ _--- -------- � ' C?' T-T_' a e ° SEA
c "~-- -------'r'"r EX 1$" RCP C� 0.65% ' ��` --_ -____----___-_------•-------33-__--_------__-^Tmm _ .-� �,_ e o 8 a - e • ♦ , , � "= 1 1 ! tl /, tl \' i
�J�'� � •r t r l r J
o° �9C,
° 028942 �V"I .vJ
o',S+ °a ~e as Al ras + / 1
J °e °O�i�i i�� °°° _aQ' o i eaa `L 1 \
00 �,• ane °` �+ q° ,, r■ 'C^ ♦ a 1 \ I i r , t ! ♦ , 3 I I
-- — _ ____ ________sW _- - _ _ — —.. _ a - °aOoo °�(�4�°a�3i, i `' a `� \ / i I r ! / y r ! NOTE. f ~� ` i I -i
rn - _ _ ° °°6p000aooaa+°° ° // r! J € r l l t 11\\\` ;\ �/ -! E i 1 E % / r''! '! - ' \� \\ \" 1 1 ! T ~
_-- o -'" I ' r 1 .4 JI EXISTING TOPOGRAPHY TAKEN --FROM BE§-r,,Ay� IL?�BLE GIS\ DATA
0 16' 60' &Y �j� 12d'
- --- _ POST -DEVELOPMENT DRAINAGE AREA MAP fu 10°• 20°''
I
-_-__-_-...___________________________..________---___-_-_----__-__--___--____________ - -_____ _____v _ 3��=--- ��� _ �oo� �1■.,�
o-R33-••-------�--------------------•---------�--------------------------------------------- �T=W�_;rw�-----__--------- =-------------�w��-----
Y
sede
Wait
AS SHOWN
Drawn By
DW
03mm
{helloed By
Job Net
DW
2090399A0
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
GRADING AND DRAINAGE PLAN
DRAINAGE AREA DELINEATION MAP
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
III MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com license No. C-0832
Sheet Na
2

41.30 41.60 41.90 41.70 41.50 41.30
X - - X _ __._.. x X .� x _.. x
INSTALL BLACK METAL HAND
RAILING AROUND PERIMETER OF BASIN
EXCEPT ALONG RAMP SIDE
42" HT MIN.
24'WIDE X 12" HIGH OPENING
CONCRETE FLUME COLLECTS RUNOFF
FROM AGGREGATE STORAGE BINS
AREA OF WASTEWA
TREATMENT LIMITS
13,850 SF
1.80
DUST
COLLECTION
SYSTEM
CONCRETE FLUME COLLECTS RUNOFF
FROM SILO CONCRETE PAD AND YARD AREA
AROUND ACC BIN
•■■ A ir! A l A Tri1 r 1Tr RI A tl i
SCALE: 1' ■ I V
FLOW SUMMARY
DA: 2500 SF; .057 AC
C: 0.90
TC: 5 MIN
125: 10.98 1N/HR
025 MAX: 0.56 CFS
NORMAL DEPTH: 0,17 FT
5' -0"
WIN I
0.30' „
r-
} COMPACTED
SUBGRADE--•-� III I i 1_ 3,000 MIN COMPRESSIVE STRENGTH
I:7 W/ WIRE MESH REINFORCEMENT
f CONTRACTION JOINTS SPACED AT 15'-0" O.C.
TYPICAL FLUME CROSS SECTION C-C " _
1 � 1 H&V
want
AS SHOWN
oram By
Dde
DIN
Cocked By
lob Na
Dw
C
WASTERWATER RUNOFF ENTERS
SETTLING CHAMBER 1 THROUGH
4' WIDE WEIR OPENING IN WALL
TRUCK WASHDOWN PAD IS SLOPED
NORTHWESTWARD TOWARD CONCRETE FLUME
FLOW SUMMARY
DA: 3312 SF; .076 AC
C: 0.90
TC: 5 MIN
125: 10.98 IN HR
Q25 MAX: 0.75 CFS
NORMAL DEPTH: 0.19 FT
5' -0" J
0.30'
-� I I-! 1 1-ill-I I .
COMPACTE] SUBGRADE= 3,000 MIN COMPRESSIVE STRENGTH
=1 l i-I ��----•� I �---� � 1-1 11=111=
CONTRACTION JOINTS SPACED AT 15'--0" O.C.
TYPICAL FLUME CROSS SECTION D-D 1" -_1' H&V I
8" HIGH WAL, OPE11ING SPACED AT 5' O.C.
INSTALL HEAV,. DUTY GRATE ACROSS EACH OPENING
CONCRETE BLOCK
RETAINING WALL
OVERFLOW FROM STORM EVENTS
GREATER THAN 25 YEAR
WILL EXIT RECYCLE BASIN
FROM TOP OF RAMP
gd�apFEss IQro I-
o°Q� �as•�'•.
SEAL 9�0
-� ., 1
fltEiFli����,
FLOW SUMMARY
RECYCLE BASIN DA: 9100 SF; .0209 AC
WALL C: 0.90
TC: 5 MIN
125: 10.98 fN/HR
` 025 MAX: 2.07 CFS
NORMAL DEPTH: 0.26 FT
6,-0„
0.30'
- 3,
000 MIN COMPRESSIVE STRENGTH
' • ' � - COMPAC�`Ef] SU6GRADE �.._._..I k 1•----1
r-f � r--1 I I-� = = CONTRACTION JOINTS SPACED AT 15'-0" O.C.
•' b
TYPICAL FLUME CROSS SECTION E-E 1" = 1' H&v
RECYCLE BASIN WALL
•b•.
S. T. ooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
4' -0"
• ra
RECYCLE BASIN
TOP WEIR:40.10
WEIR CROSS SECTION
1" - 2' HIV
TRUCK WASH -DOWN
CONCRETE PAD
1 4'--'0" WIDE WEIR OPENING IN WALL
TOP WALL
EL: 41.00
3.5' STORAGE
VOLUME
EL:36,00
CHAMBER 1 CHAMBER 2
11'-0" I 11'--o"
'b SKIMMER PUMP
LOCATED
-EL:35.90 EL:35.80 IN CHAMBER 4
CHAMBER 3 CHAMBER 4 BOTTOM OF BASIN
EL: 34,00
11'--'0" 11' 0"
CROSS SECTION A -A
247'WIDE X 12" HIGH OPENING
CONCRETE FLUME
TO CHAMBER 1 12" FREEBOARD
EL: 40,50
- - 70.00 SF
3.5' STORAGE VOLUME 213.50 SF S�04E
CONCRETE--;1
WALL - - - • EL: 36.00
BOTTOM BASIN 2,0' SETTLING STORAGE 100.00 SF
EL: 34.50
CONCRETE FLOOR
46'-0" I 26'-0„
CROSS SECTION B-B
DESIGN CALCULATIONS
STORAGE VOLUME FROM 25-YR 24-HR STORM EVENT
TOTAL TREATED SURFACE AREA TO WASTEWATER RECYCLE SYSTEM:
25--YEAR 24 HOUR STORM DEPTH (IN):
TOTAL STORM VOLUME TO BE CAPTURED:
STORAGE VOLUME FROM TRUCK WASHING/RINSE-OUT AREA
AVG NUMBER OF TRUCKS/DAY:
AVG GALLONS OF WATER USED PER TRUCK WASHDOWN:
TOTAL VOLUME FROM TRUCK WASHING:
1'=10'H
1"=5'V
RDNF
L40.50
ONCRETE
NTRANCE
.00q
6'-0"
1" = 10' H
1"=5'v
13,850 SF
8.0 IN (0.66')
9,224 CF; 68,996 GAL
5 TRUCKS AT 3 LOADS/DAY
50 GALLONS
750 GAL/DRY
TOTAL
VOLUME
REQUIRED TO BE CAPTURED:
750 GAL
+
68,996
GAL
= 69,746
GAL; 9,325
CF
TOTAL
VOLUME
PROVIDED:
213,50
CF
X 11'
X 4 =
9,394
CF; 70,267
GAL.
12" FREEBOARD PROVIDED ABOVE REQUIRED STORAGE VOLUME: 70,00
SF X 11' X 4 = 3,080 CF; 23,038 GAL
2'-0' SETTLING STORAGE VOLUME: 100.00
SF X 11' X 4 = 4,400 CF; 32,912 GAL
PROJECT SUMMARY
A SPECIAL USE PERMIT HAS BEEN OBTAINED BY ONSLOW COUNTY PLANNING
DEPARTMENT ALLOWING A CONCRETE
PLANT TO BE LOCATED ON THIS SITE.
THIS SITE HAS BEEN DETERMINED TO DIRECTLY DRAIN TO SA WATERS AS
CLASSIFIED BY NCDWQ. THIS PROJECT
ALSO HAS BEEN DETERMINED TO DIRECTLY DRAIN TO PRIMARY NURSERY
AREAS (PNA) AS CLASSIFIED BY NC DIVISION
OF MARINE FISHERIES. AS INSTRUCTED BY NCDWQ, NO COMMINGLING OF
STORMWATER AND WASTEWATER IS
PERMITTED AT THIS SITE. IN ADDITION, NO INDUSTRIAL_ WASTEWATER IS PERMITTED TO DISCHARGE FROM OPERATIONS
LOCATED ON THIS SITE,
A RECYCLE FACILITY HAS BEEN DESIGNED TO CAPTURE THE 25YR-24HR
STORM EVENT PLUS TRUCK WASHING
USAGE WITHOUT DISCHARGE TO SURFACE WATERS. THIS DESIGN CONSISTS OF ISOLATING THE INDUSTRIAL OPERATIONS
FROM THE NON -INDUSTRIAL AREAS. SURFACE STORMWATER/WASTEWATER
IS COLLECTED VIA CONCRETE SURFACE FLUMES
AND DISCHARGES INTO A SERIES OF CONCRETE CHAMBERS DESIGNED TO
SETTLE SEDIMENT AND PROVIDE STORAGE AS
REQUIRED TO MEET NCDWQ REQUIREMENTS. RECYCLE/PROCESS WATER FROM THE LAST CHAMBER WILL BE PUMPED
OUT AND RE -USED TO IRRIGATE AND HYDRATE AGGREGATE STORAGE AREAS AND RE -USED IN PROCESSED READY MIX
CONCRETE..
A SEPARATE STORMWATER PERMIT WILL BE PERMITTED THROUGH NCDWQ
FOR THE REMAINDER OF THIS FACILITY.
AN EROSION CONTROL PERMIT HAS BEEN ISSUED FOR THIS FACILITY ON
JANUARY 20, 2010 FROM NCDENR DIVISION OF
LAND RESOURC
REFERENCES:
* SCS TR55 "URBAN HYDROLOGY FOR SMALL WATERSHEDS"
WITHERS & RAVEN EL.
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Shea NQ
3

0
I
I
4
5
1
!
ti* e • ._.._-_- --...T - _ _ - -- I , , -- ``� - / I 1 1 + ! 30. V
38.5
_----^-_ __-` -VELOCITY DI SIPATEFR-PAD---_ ` ` ` y ' • ' 1 S, !y F' r' I + r .
``♦ y 5l tt 1 1 ,1 1 E � ^ �• Al i y 15 ZJ //+ ,7, 1, t I F ,� � I S 1 I S+ t] F
♦ ! y y 5 5 c 5\ `, "''•'•�, `� t i y 38.00'r / 1111 t I .r 11 1 1 S t l
W/ FILTER UNDERLINEfF ��
r' L• 9.0' s + 1 1
1 r ! 5 ` yt 4 5 ` ` r." - .� ,♦ , I y /� r/ SS *
WIDTH AT OUT: 6.0 / ! ' ! 5 ` `ti `- _ ti i r r I, / / d \ 16 E 1 I t
5 ! , I
I
DDyO�WNUREAM MWIBTH: 12.0' y ' \ ` `, ` r - •mot► r 1 I _ %i /`ii' t7 i + I 1 i ` ,, THICKNESS=. 2L f y `♦ `�\♦ `� .'�''�I_^``�`�♦• �� i 1 I +~~ �/ I„I 1I I i
I I 1
CLASS B RIP-(2AP
EDG OF PI7C3POSED GRAVEL `. -�•� .�.� ______
♦` ,a __ ''/ ` `---------
+ ' 38.2U'36.10
r '
LLJ
♦t I ,,'' ,' r I! t i ��14 5�
op
LLr
e !
I 1
+ EL:34.aa - - - STORMWATER WET PONE f - '' q
j i I FO R EBAY .� 1 I I I 1
I I 3 !
2 - EL: Z.sa I I !' I•I r I
+ I 3 l 1 1
I I` ��--------- 35.5-----------------
�35
x
37 r
t' +38.20 _ _ PROPOSED BERM 38.20k X 38.20 20
1
` 36
` 35
1 r 34 ' f r i t rill f;F
I 34 ! [ I II�
r 0 '0 0 , r 0 0 0 0 �: --- -- 0 -= 0 0 -� o -- III z
_; ,' PROPOSED FENCE ; ` F3
It �' EL:32.00 PERMANENT 4'X4' t ONCRETE 1''F
r --- i - RISER OUTLET STRUCTURE 1 11i1
S ITS
+I .--- _ VELOCITY DISSIPATER PA
W/ FILTER FABRIC UNO LL9 ORi!1
1 ---•\ ---- WIDTH AT OUTLFtT: 6.0' 'y `5 �`` Ill i1''I I�
�, DOWNSTREAM WIDTHS 12.0'
i '�. THICKNESS: 22" ! Sy i5 ii 111+ l
t1 �`, �• `! �t `\ CLASS B RIP - AP
!! J I - ---- -515 ``� ♦`\ � _ �♦ \\``\ P !
P '
S r r,.\ `> . ,`! + ♦ \ \t 5 �� ♦` it 1 I I !
! \ 5 F
21Y 41Y I STORMWATER WET POND -SITE PLAN
10+00 1
scale
WOK
AS SHOWN
DWM By
I»
DW
1I31 110
cria" By
)oh Na
DIM
20903M
9C.AM I'=20'
S. T. Wooten
SNEADS FERRY
Corp. Concrete Plant No. 21
ONSLOW COUNTY NORTH CAROUNA
``,y,SIIIIIiI,�!'
�.eeaOFlv5Sr�/�°j 2
_ a SEAL -
26495
a
'lip
a
EXTEND GATE VALVE HANDLE rf ABOVE NORMAL POOL EL
PRECAST REINFORCED BOX
Er THICK SIDEWALL
SLAB„ TOP INVERT ELEV 37.42 SLAB TOP (SEE DETAIL)
VOID SPAIZ
OPEN ON ALL SIDES— (S BELOT WI FAL- TETOP D I ul MANHOLE STEPS AT 10 Q.C.
WEIR_OPOING ELEV 36.75 (SEE DETAIL THIS SHEET)
5,_ IF JOINT IS REQUIRED USE
SS ]1 WV S2 - 3S#TRAP (GALVANIZED SSANCHOROBOLTS
STAINLE
NORMAL POOL E 36.00 EPDXIED IH-ACE 1 STRAP" REQUIRED
EA. SIDE f4 PER JOINT, LOWER BOLT TO
BE SET BELOW OUTSIDE JOINT)
GROUT INSIDE
WITH 1• THREADED2AHOLE
USE NPC KOR-N-SEAL OR
CAST -A -SEAL OR EQUIVALENT
IF JOINT IS REQUIRE REINFORCED CONCRETE
COLLAR WITH 2-LAYERS
FILL JOINT WITH C5-102
SEALANT BY CONSEAL OR n-�F 4 REBAR AROUND PIPE
EQUIVALENT. WRAP OUTSIDE ! OLLAR ( COVER)
OF JOINT WITH 12WIDE
CS-212 JOINT WRAP BY
CONSEAL CONCRETE
SEALANTS INC. OR
EQUIVALENT.
4" SCH 4O PVC
ELEV 32.50
1'-s-
12 DIP
INvE4 ELEV 32.50
:-
PROVIDE WATERTIGHT SEAL _ �_y
USING EPDXY SEALANT O 0 6
FILL BOX WITHTHREADED CAP
CONCRETE TO PIPE INVERT
,eMC PVC TEE SLOPE TO DRAIN,• , 4' (M )
4' GATE VALVE d _ .
E LEV 31.00 -
A a
A.. 'a
NOTE:
RISER BOX AND OUTLET PIPE SHALL BE SEE ANCHOR DETAIL
INSTALLED PRIOR TO THE BEGINNING
OF OVERALL SITE GRADING AND SHALL
BE UTILIZED AS A SEDIMENT CONTROL
DEVICE DURING GRADING & SITE
UTILITY CONSTRUCTION. A SKIMMER
SHALL TO THE DRAIN
VALVE INE B XASOEBASIN FUNCTIONS CONCRETE RISER BARREL DETAIL
AS SEDIMENT FILTER BASIN. ONCE
GRADING IS COMPLETED AND SITE N.T.S.
BEEN STABILIZED, THE SKIMMER
SHALL BE REMOVED AND BASIN SHALL
BE CLEANED OUT AND STABILIZED.
NOTES:
1. VERTICAL SPACING = 12" O.C., ON VERTICAL WALL ONLY.
2. STEPS TO PROTRUDE 5' FROM FACE OF STRUCTURE WALL,
AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS. AND A
HORIZONTAL PULL-OUT LOAD OF 1000 LBS, WHEN INSTALLED.
3. ALL STEPS SHALL BE VERTICALLY ALIGNED 1N A STRAIGHT LINE.
CORROSION RESISTANT
MATERIAL
T $� SECTION
ENCAPSULATED STEEL STEP RIC%FR STFPC
STORMWATER WET POND CHART
DIMENSIONS
ELEV,
TOP OF DAM WIDTH
5'
38.20
TOP OF RISER (WEIR OPENING)
5'-0"X5'-0"
36,75
ANTI -FLOATATION DEVICE
6'X6'X12"
N/A
OUTLET PIPE INVERT IN
46 LF If DIP 0 1.09%
32.50
OUTLET PIPE INVERT OUT
32,00
DRAWDOWN PIPE
OPEDIA NING / 1 1 /2"
36.00
STORMWATER MANAGEMENT
PLAN AND DETAILS
1 /2" DIAMETER
STEEL ROD
PRE -POST DEVELOPMENT SUMMARY
Storm Event
Pre -Development
Outflow
Post -Development
outflow
1-Year
0.70 cfs
0.33 cfs
2-Year
14.46 cfs
15.18 cfs
10-Year
19.95 cfs
20.87 cfs
100-Year
26.43 cfs
27.33 cfs
#4 REBAR 12"
LONG O 1 FT. O.C.
(EPDXY IN WALL)
ANCHOR D!ErA[L
7'X7' XVt CONCRETE IM
ANTI -FLOATATION
0
T1I�]1P' A I i'1 A n 'ff-r% n
MANHOLE RING do COVER ACCESS
OFFSET OVER STEPS
.,I PRECAST CONCRETE SLAB
PRECAST REINFORCED BOX
STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
Freeboard
Peak Outflow
1-Year
36,77'
1.43'
0.30 cfs
10-Year
37.15'
1,05'
12.61 cfs
50-Year
37.23'
0.97'
1 16.82 cfs
100-Year
37.32'
0.88'
21.53 cfs
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
III 1tadenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
$IEEE[ Na
45
40

SUMMARY INFORMATION
DEVELOPMENT NAME: NC HWY 172 — SNEADS FERRY
LOCATION: NC HWY 172 APPROX. 0.5 MI
WEST OF HWY 210
ONSLOW COUNTY PROJECT NO: XX—XX--XXX
ACREAGE: 4.404 AC.
DENUDED AREA: 2.00 AC
IMPERVIOUS SURFACE AREA 6.03 AC j
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
DALE WERENKO, PE, CFM
WITHERS & RAVENEL
111 MacKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
dwerenko®withersrovenel.com
LEGEND E
DESCRIPTION EXISTING PROPOSED
2' CONTOUR INTERVAL ---------------------------- i8 �
5' CONTOUR INTERVAL ---------------------------- — 20
PROPERTY LINE BY SURVEY
PROPERTY LINE BY DEED
EASEMENT LINE —
TEMPORARY CONSTRUCTION
EASEMENT ..� .......—....� — — —
SANITARY SEWER 0 9 s
STORM DRAINAGE
WATERLINE
FIRE HYDRANT ASSFdFILY
CABLE TV
FIBER OFdc --- - — —
OVERHEAD ELECTRICAL
GAS
TELEPHONE --- --- - — '� —
FENCING STRUCTURE — -- -- x -- — — — — x — — O O O O
TOEjtOP OF SLOPE
WATERWAYS i
WETLANDS ..... ... .. ..............
BUFFER _ - . .�.......» �. �.... �.�...
PRELIMINARY WASTEWATER SYSTEM DESIGN PLANS FOR
S.T. WOOTEN CONCRETE PLANT
ONSLOW COUNTY, NORTH CAROLINA
MARCH 2O10
9
P*
i
w
N
s
O� 1
O
sop
O
O
1
f
r
_ RygOAD
ER
SNEADS
r 1
J.. �IGHWAY
-
_-
-
-
. . . . . . . ....................................
NC
......................
Az,
�o•�FESSIp•;y
PFi 1�NARY
NOT AePRb- EDCOVSTRjCTION
i °O0 G:::s°O
'►rrrl4i i1���
REVISION BLOCK
DESCRIPTION
INDEX OF SHEETS
SHT No. DRAWING DESCRIPTION
1 WASTEWATER SITE PLAN
2 RECYCLE SYSTEM
DESIGN AND CALCULATIONS
DEVELOPER
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
ATM BUTCH LAWTER, PE
TEL [phone]
FAX [phone] $�
CIVIL ENGINEERS/ PLANS PREPARED BY:
WITHERS & PAVENEL
ENGINEERS
I PLANNERS
I SURVEYORS
111 Madenm Drive Cary,
North Carolina
27511 tel: [phone]
www.withersravenel.com Ucense No. C-0832

N/F
PROPERTY OF
LARRY J. DYGERT
WAWANA ROCHELLE DYGERT
D.B 1257, PG 862
MR 26, PG 199
f MB. 27, PG 154
PIN 4269.04.84-0724
LAND USE VACANT
ZONING HB
'n N 79`I4'04" E 34853'
PROPERTY OF
FRED LAWTON Ill
RICHARD LAWTON
D.B. 2780, PC 280
PIN 4269.04 74.9418
LAND USE RESIDENTIAL
ZONING HB
uj
z
a
O
ad
a.
15,
N/F
PROPERTY OF
RKR2G LIMITED
D.B. 3062, PG 480
PIN 4269-04.84-5407
LAND USE COMMERCIAL BUSINESS
ZONING HB
MAR 2 6 2010
BY:
PRELIMINARY
NOT APPROVED FOR CONSTRUCTION
o is sa em
SCALE r.2m
Ddgw
Way
s
D=n 4
DO
DW
03n4m
checked By
jab Na
DW
209M9.00
S.T. WOOTEN CONCRETE PLANT
NC HWY 172 - SNEADS FERRY
STUMP SOUND TOWNSHIP ONSLOW COUNTY
NORTH CAROLINA II
WASTEWATER SITE PLAN
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenon Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.coni License No. C-0832

41.30 41.60
X X
42A0 �2.d0--
---- 42.00
\ rr
`.`
AGGREGATE AGGREGATE
STORAGE STORAGE
900 SF 900 SF
41.90
X
41.70 41.50 41.30
X x X
42.0042.•00 42.00
-------------------------------
AGGREGATE AGGREGATE
STORAGE STORAGE
600 SF 600 SF
8" HIGH WALL OPENING SPACED AT 5' Q.C.
INSTALL HEAVY DUTY GRATE ACROSS EACH OPENING
CONCRETE BLOCK
RETAINING WALL
41.70
- 3 . •J
n'
j.5�'{
41.70 ���
:I .. .%. I'-. a ,;� +1..,.1'
J ' .�'
f Y.
y
41.70 41.70
h _
✓ter i •nj /
5R'' ,L MEr
41.a0
41.00
.
r !
ADMIX
f�
J
�� '� '" x 34.00
L
26.0 RAMP ® 4:1
CONCRETE FLUME COLLECTS RUNOFF ,
FROM AGGREGATE STORAGE BINS
CONTAINMENT
46' X 11' SETTLING CHAMBER 4
- - - 40.50
x
`�•
''�::::;',• VOL: 2,349 CF; 17,570 GAL
34.00
41.80
42.00a;'�'::
PUMP
1
4
SUMP
On" 3400
41.25 26.0' RAMP 0 4:1
46' X 11' SETTLING CHAMBER 3
-' 40.50
VOL: 2,349 CF; 17,570 GAL 1 34.00
AREA OF WASTEWATER
TREATMENT LIMITS , x 42Ao1010� B .V rJ_;: tir:; WALL OPENING
13,850 SF Oi'TALL
41.00 g'DUST 61'TALLCOLLECTION X CEMENT ACC y'':ti x34.00
42.ad 26.0 RAMP ® 4:1
SYSTEM SILO BIN 46' X 11' SETTLING CHAMBER 2 1 �---
40.50 X
I
42.00 ?.:': VOL: 2,349 CF; 17,570 GAL - - - 34.00
X.'.:
{47;- j: a':ICY r 4:,' • I v ..'a7. 77
yam' 4u30 ;
•7y d'J. /1 + Y' I-:�''': 7''x •r'. rir� T•a a..:
•`��� �• 4' WEIR 26.0 RAMP ® 4:1
4s.50 4Q.;1tc;'` 46' X 11' SETTLING CHAMBER 1
` 0.1a VOL: 2,349 CF; 17,570 GAL
34.00
WASTERWATER RUNOFF ENTERS----"'-"'
CONCRETE FLUME COLLECTS RUNOFF SETTLING CHAMBER 1 THROUGH i , _': X 34.00
FROM. SILO CONCRETE PAD AND YARD AREA 4' WIDE WEIR OPENING IN WALL
AROUND ACC BIN 40.50'
L - - _ . � pry' • - - -
G
>''�. .'-L+: .'-,L =''��'J•_.ram ••S.�•' �d .:�- ��:r'.
„. :,fl.. il'' ,er: y:r• 'r'r -.! +.rr'•Y' :�.,: n,tiri:: "'su' Y _ "a'Si: *�.•!�. '
_ 'tit„sy�:: :•ti: _ •:,-i. r:: E .:}': •v: r�,-- t _ "`��:"�•_^�,�.
1. �.:
f.yr
_ y�
G: 'w
,' .
19
L�
TRUCK WASHDOWN PAD IS SLOPED 1
NORTHWESTWARD TOWARD CONCRETE FLUME
r
PRELIMINARY
NOT APPROVED 'FOR CONSTRUCTION
40.50
41.00
�- OVERFLOW FROM STORM EVENTS
GREATER THAN 25 YEAR
WILL EXIT RECYCLE BASIN
FROM TOP OF RAMP n
aR*00ooc�tv.
t
a c
(]_ ,J� {�
INSTALL METAL RAILING
AROUND BASIN
24'WIDE X 12" HIGH OPENING
2
TRUCK WASH -DOWN TOP WALL
CONCRETE PAD EL: 41.00
3.5' STORAGE F1 PUMP LOCATED
4'-0" WIDE WEIR OPENING IN WALL VOLUME i• IN CHAMBER 4
CHAMBER 1 CHAMBER 2 CHAMBER 3 CHAMBER 4 BOTTOM OF BASIN
EL: 34.00
11'-Cr 11'-0" 1 11'-'0"
CROSS SECTION A•A
H:1"=10'
V: 1" = 5'
24"'WIDE X 12" HIGH OPENING
CONCRETE FLUME
TO CHAMBER 1 /-12" FREEBOARD
/ EL: 40.50
TOP WALL
EL: 41.00
39.50--------- ------ _._ -___-
3.5' STORAGE VOLUME 213.50 SF SVOpE
�1
-� - _�L EL• 36.00 -�. .._--------
BOTTOM BASIN T2.0' SETTLING STORAGE
EL: 34.50
46'-0" I 26'--0"
CROSS SECTION B-B
H: 1" = 10'
V; 1" 5'
DESIGN CALCULATIOI,IS
STORAGE VOLUME FROM 25-YR 24-HR STORM EVENT
EL: 40.50
2.009
TOTAL TREATED SUFFACE AREA TO WASTEWATER RECYCLE SYSTEM: 13,850 SF US
25--YEAR 24 HOUR STORM DEPTH (IN): 8.0 IN (0.66')
TOTAL STORM VOLUME TO BE CAPTURED: 9,224 CF; 68,996 GAL
STORAGE VOLUME FROM TRUCK WASHING/RINSE--OUT AREA
AVG NUMBER OF TRUCKS/DAY 10 TRUCKS
AVG GALLONS OF WATER USED/TRUCK WASHDOWN 50 GALLONS
TOTAL VOLUME FR0�1 TRUCK WASHING: 500 GAL/DAY
TOTAL VOLUME REWIRED TO BE CAPTURED: 500 + 68996 w 69,496 GAL; 9,264 CF
TOTAL VOLUME PROVIDED: �,2110 GAL�9,39�6CF�
12" FREEBOARD PROVIDED ABOVE REQUIRED STORAGE VOLUME
C c
4
MAR 2 S zm
Detm
W&K
xe
Drawn k
1O
DW
0W4M
C tew By
lab Na
DW
20903m
S.T. WOOTEN CONCRETE PLANT
NC HWY 172 - SNEADS FERRY
STUMP SOUND TOWNSHIP ONSLOW COUNTY
NORTH CAROLINA
RECYCLE SYSTEM
DESIGN AND CALCULATIONS
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com License No. C-0832
2

m

NCG 140399
Map Scale 1: 30, 000
S.T. Wooten Corporation
Concrete Plant No. 21
Latitude: 34' 31' 56" N
Longitude: 77' 26' 42" W
County: Onslow
Receiving Stream: LIT to Mill Creek
Stream Gass: SA; HQW (PNA)
Sub -basin: 03-05-02 (White Oak River Basin)
sup
Facility Location

.L.
In.
ilirTill

VIEW RIVER
SITE
NC
z
z
VICINITY MAP NTS
I SUMMARY INFORMATION I
LOCATION:
NCDENR — NCDWQ STORMWATER PROJECT NO:
ACREAGE:
IMPERVIOUS SURFACE AREA
NC HWY 172 APPROX. 0.5 MI
WEST OF HWY 210
SW8 100410
4.404 AC.
2.16 AC
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
DALE WERENKO, PE, CFM
WITHERS & RAVENEL
111 MacKENAN DRIVE, CARY, NORTH CAROLINA 27511
TELEPHONE: [phone] FAX: [phone]
[e-mail]
LEGEND
DESCRIPTION
EXISTING
2' CONTOUR KnD?VVAL
-----'-----------------------
S' CONTOUR INTERVAL
----------------------------
RROPERIY LINE BY SURVEY
PROPERTY LINE BY DEED
EASEMENT LINE
TEMPORARY CONSTRUCTION
"
EASEMENT
SANITARY SEWER
$
STORM DPA A,GE
WATERLINE
"— — — —" —
F1RE NYDRA)VT AMBLY
CABLE Tv
--
FIBER OPTIC
OVERHEAD ELECTIW-AL
VA
GkS
TELEPHONE
— — --- — — -- —
FENCK STRUCTURE
— __ x ... . _ —x — —
TOE/TOP
y�OFFSSLyOPPE
WATE MFAYS
WETLANDS
. . . . . . . . . . . . . . . . . . . . . . . .
BUFFER
— — .--- -- . — -- -- - --- �-- ---
PROPOSED
---� 18
2D
s
w
0-0 O O
STORMWATER PERMIT PLANS FOR
S. T. Wooten Corp. Concrete Plant No. 2 A
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLING
x
0
MAY 2010
REVISED DULY 2010
0 w E
I I1
0I' s
0
0
1 �
0
11
i 1'
� o I0slop
0 0 1
cow
i
I.� SNEAOSROAD-
�G f4iGt4WAY
,,��S54klllfllllh
P
ties
SEAL
a 26495 _
qG FINAL DESIGN
rill ti+t�`t NOT RELEASED
w 1, FOR CONSTRUCTION
REVISION BLOCK
DESCRIPTION
1 NCDWQ SW Permit Application April 9, 2010
2 NCDWQ COMMENTS — June 17, 2010
3 NCDWQCOMMENTS . _o July 21, 2010
INDEX OF SHEETS
SHT Na. DRAWING DESCRIPTION
1 SITE PLAN
2 GRADING AND STORM DRAINAGE PLAN
3 CLOSED LOOP RECYCLE SYSTEM
DESIGN AND CALCULATIONS
4 STORMWATER MANAGEMENT PLAN
5 DRAINAGE AREA DELINEATION MAP
AND DETAILS
DEVELOPER
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
ATM BUTCH LAWTER, PE
TEL [phone]
FAX [phone]'I
CIVIL ENGINEERS/ PLANS PREPARED BY:
WITHERS & RAVENEL
ENGINEERS
I PLANNERS
I SURVEYORS
111 MacKerm Drive Corry,
North Carolina
27511 tel: [phone]
www.withersrovenel.com License No. C-0832

. _
. .,
.�
.. . , � ,.
._ •� :�
y • :-..

INSTALL BERM/DITCH ALONG PROPERTY LINE
TO DIVERT OFF,$LTE_WATER Tp-aISTING CHANNEL ;
_MWO,
BERM ......:::........ --"Y � '
-, M - _ - _ -
BER--- rr ••r a''�•••r.. rrr 1
-4 - •,�
` 10,000 GAL FUEL STORAGE ye. -- •�-.
TANK ON 15' X 30'
` CONCRETE: PAD-
❑ - - - _ _ -------
I
A B J,_ 550 GAL NON-HWY DIESEL FUEL STORAGE TANK ♦�` ' _ 4 / i - - - LINE r - -' - O
B- - - Y- - -
o, / ,
1 ! n � PROPOSED -� _ � --v--
' z ,� GRAVEL AREA a, - - - - -
r
>'7
I f_A`3
s �-'�--� __ a
_ REGATE
kGGRE
CONCRETE,BLOCK
RETAINING L STORAGEEGATE YGREGA �`STORAGE-0n s, ,}]:x-`aynrSa^•`�Irs �: �- • ;c_ti' -ts. u, -<'�i:-nPROPOSED BERM
----- n cL
ADMIX a 1 n
ONTAINME r
j�
IL 4 C M =f r,Y !
EGA
, 1
1 rOW n 11
CONSTRUCT PERMANENT DIVERSION DITCRM ` X
I ,
ALONG PROPERTY LINE AS SHOWN TO KEEP MITE n ca r ''c, n ^
STORWWATER RUNOFF FROM ENTERING THE PROPERTY C "` n '� PER SHALL BE
f �� . o
(SEE TYPICAL DETAIL THIS SHEET)r/' S'9m?: 1 �r ,J NOfE�TD/PRSTFtFOAMTOIMPACTS HANNE TO
CHANNEL CALCUu r M pp n 1
f • is \ , a
0 ' ♦ L
o !n t
TcC:50. f , , A W r n '
f'�
12 0�2 /: 5.12
L.7L1/f- ' 1.7 I r Z
JI * Hs,�. ,fy+ "I.4 F'•+.T•'� e _.•v 9 5. yri I.
V2 2.9 FT f J I .`++F ,�,�, . ` r INSTALL SILT FENCE
02 : 05.5 , ' 61' TALL CEMENT SIL 61' TALL FLYASH SILO:; •.�+ Lr��,�r 4�{ ,f rr J AT TOE', OF SLOPE (iYP)
T= YOS
'f
= r F W ' �Yr+y r " 7' ^Y "r ax `"7� K, ,� J APPROX 100 LF
T (62.4 LB/CF • 0.55 FT • O.Ot , F r.,� >S
T = a56 LB + 1 W r � �„ d* +�� yC< - ,J n EXISTING rETLANDS
U51w STitAw W NET iE3IPORARIf LI F r , } �" `�, -f x�" �a'a T ,'� J %\ 1 CMRN EL `�0 BE
' !`'�r'}t7ti 1 r n r RLLLjEGRADEDI
1 ms♦ } `a�'rz-`'"', ,s'`irx-is�:.`.. { II n i r
�" _,,�s r* •�.a r�- �,'�+r�����"ems + 1 I%�• INSTAL SILT FENCE
ALONG,
I r !
I , � + ;� 1 , •ti ' ',' ly EDGE OF CHANNEL_
F
_ _ _ - FROM INDUSTRIAL
___--- - --- =====Y��; �= OP nON PERMITM ,-/_A0 '.
PROPOSr i �
JF I .50 1 r r , ! ' ' F ,- r GRAVEL AARR - - �- _ _ SEP
+ i ! 1 I 1 1 ! j l f ! ♦ / ti ', `� `:♦♦ + , ,! / , f l i ff F r I 4 l
DIVERSION CHANNEL TO STORMWATER WEtUWD� fr J � !r 1 + 1 1 1 1 { ,! • _ . ., � � � � ` �, � r, ,
RMALL TEMPORARY CHANNEL LINER ! I , , , I t _ _ 1 _ - - - - - + + 1
NORTII AMEW M GREED S150 OR EQUAI.rl `�'- - `�-1'� t #
F lot I
+ ' 1 1 i l # Y 1 + ♦ + 11,1111 / J , ! l , f +
r 1 , . .. , _ ! • .. = _ _ -_ _ CHANNEL CALCULATIONS
TC:5 MI , , �� ` `�----_=_ - - _ _ _ _ __ - # ,' __ , , r r 'III 0.75
110. 9.70 IN/H J' f fr t + '_ - =T� v� - �111 t !'f','' -�; \-- Il' +I i +r_ !" s� f iC' S MIN
Q10: 13.1 C J } , , , - _ - _ �.'�, 11, _`1 1 ' ,I I 12 7.39 IN HR
---- --- ----_ ♦ ll +11111 r _ 1 i , ♦ rl !FI ! ! 1111 Q CPS
�_ ��• �, 1 t r- ♦ 111 111♦ - ♦ 1 1 1 r} rf,l r 1, r t 2 3.33
! J I I , r/ ,♦ ��♦ ,1 +11111 \ `�--/ L♦` 1 , , r, FJ r tr I I
_ I l 1_7�L,.arrc: lyp
/ , ] I , f ♦ t j1+1 \♦♦; ♦♦+ 1 r� �+ / '/!J1 ` 11 'III �� ■9 2./ FT/S
r �'.�- - ._J r/! ,i ! ! D 0.44
VELOCTf17FT
�DISSiP,0.TOR`P�AD_ _ --'``�..-- ' ~,, ;r,./'� II. T Y17S
! ,J ' ti i y OF GRAVF9� . ` .. . �- - - /� /� / / f /� , , ; ' T = (62.4 LB CF + 0.4-4 FT + 0.018)
110 LF 24' RCP A 1.36R ! I ! ' ' - - -- _ -�,` ! ;,, ,1 T = 0.49 LB/SF
f r , ! I _ - _ _ - _ - r- - - - - - ; - -- _ _ s- 4' 1� W + I sl 1 USE STRAW W NET TEMPORARY LINER
r , I / ♦� __ --�- / m r u
f!1 I
1 ♦ r � f•f r' , F � '11 CJl 1
-32
pERMADLEL�T CONCR
r� `STOf�11�l�A+�A+ATER WET POND RISER QITTLET STRUCTLJR�
FOREIBAY
I
/' ' + �• ' -- --- -- �.._..C' --J Illy !Il
PROPOSED BERM 41 I 1
I 3 I,
I i I ♦ 3 -- . 3 ; III
,r f/ '` ��_�A ,••• F3
STORMWATER ACCESS AND MAINTENANCE EASEMENT ,� •. I;;
PROPOSED l i
I r CONSTRt1CTION OMITS' SILT FENCE
EXISTING DTTC t' f Q i _ l r, '1 r+ 1 t I.
' ' +ci ' PROPOSED CLIjIRING LJrY�F `, I `, ,/' OCITY DI55L['ATOR P 1
F (0?' c r . `,, ' , + rr ,, PIPE- 32.0 ti
SHEET FLOW FROM 9RIVt♦ `�,;,,�
TO INETUW "� r EXISfINC 060DED BUFFER TO RE`M N
�r�,' I y ;4 ,r* n ♦♦`` '.`J+ ; �.♦ v` a til ♦♦♦ '.♦ il� PP
11 � �- f `♦ r r r 11 1 � ♦ r +I �4 r
STORMWATER VELOCITY
EXISTING WETLANDS IN THIS AREA - _ _ - ^ T } iiF ENTERING WETLANDS
I o TO REMAIN UNDISTURBED j� , . I I
• Ilh Q10: 3.46 CF5
' n. I A7 'r i `♦ ;;+ EX; CHANNEL DIMENSIONS:
11 a. ' _~ , 1- A + � � :i, 10'' BOTTOM WIDTH W/ 3:1 SIDESLOPES
a PROPOSED S0 FENCE - I , p Ili' S ;OPE: 1.25%
i .' - - - `
X I nl R UGHNESS: 0.60
,' � A3 `� - _z_�`7-_ _ • I .I - 1 � ' �iil V10: 1.61 FT/S
14
+ 1 • •~ • • ? • • • • •1 • II l fill 1
DA: C . 0A 0-.2 ,1 _ - ' -. . ' - •_ + •, -• - �� • -. -, •• - - -- .- _ •- •- . i '• - - . •, ' ` .� 's ", 1 50' VEGETATED BUFFER
TC:S MI f - • . - �: -f . - - '' .• .-'�• +` t"�-~� - + "F 1, PER COASTAL STORMWATER RULES
Q10• 8.25 c - �- - - - - - WETLAND 'AREA -. - --� , • Q -, : ..II
0366 AC
tn
PP ` -'J - - ' - - ST mE r GATf&OFIPHL - - - - - ' - - ' 1 + " �` p�L � - • - f 1 i Is . _ .-�: ,..a: =
o i ' OPO CONCR , , 1 + p(y STORM I ,- - T - _ _ _ _ - - `
1 ,r ✓ I f p..........................r..................•r.r. .w...C91 "OF -DISCHARGE . f Si l r !!fir' ---------
+ RIVEWAY ENTRANC r VEit7C.1TT'DiS51P7x1Lnt JiD- _ _ `
--_-__ 7 Z '+ EL:3t. t ', 1 rEE 31 r 1 00� ' lr CP.w -_-
1RCP _ _ 91W.
---------------
5"
-------- _` ♦.+ ' ---- '�-a, 1 r3--•- -- --------- ��
/I 5__ - - - rr-====____________________________R=_==-___-_-------___---====31_-----------------_- - --J»_s.-•_ a/ I ----_ _--------- ___- o
--------- X 18 RCP ®0.fi5� - -- - =32_- - --------------- Y Vic•-• �; ---- -- -- - ----_
_� - -
___ [Y
All
100 LF 18" 0.65 � -_ -~ _ ---�•_ 3ry�--__--___-__
- - -- - - -------------- --------------- -----------
Zz -N. HIGH WAY 772 SNEADS FERRY l DAD CONCRETE WINGWALL zz - I- -
REMOVE EXISTING 1TRCP------------------------------ {-------------------------------------- - 34---------------
5
I
I
rr
/
CONSTRUCT PERMANENT DIVERSION DITCH/BERM
ALONE PROPERTY LINE AS SHOWN TO KEEP OFFSITE
STORMWATER RUNOFF FROM ENTERING THE PROPERTY ~
(SEE TYPICAL- DETAIL THIS SHE
---------------
7' -0" 4'-0" z
PROPOSED EARTHEN BERM
3' MIN �
w
a.
G VET for .Off 0
PROPOSED GROUND
1"/� it MW 'ti`
24" MIN ua
V'
12" MIN WID
t _f
EXISTING GROUND---
INSTALL SILT FENCE
AT TOE OF SLOPE
INSTALL TEMPORARY LIN
PER MANUFACTURER'S SPECS Zlfr MIN WIDTH
NORTH AMERICAN GREEN S150 OR EQUAL
TYPICAL DITCH/SWALE CROSS-SECTION A -A
NTS
w
W W
z I e MIN
VEGETATED EARTHEN BERM
W
a_
of O
a ac
a
1
FLOW
Z`
�- FLOW `
C /
EXISTING GROUN
INSTALL TEMPORARY LINER
PER MANUFACTURER'S SPECS
NORTH AMERICAN GREEN S150 OR EQUAL
IT MIN
TYPICAL DIVERSION DITCH/BERM CROSS-SECTION R-B
INTENSITY DURATION FREQUENCY CHART
EROSION CONTROL DATA -
FINANCIALLY RESPONSIBLE COMPANY:
S.T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
252) 291-5165
REGISTERED AGENT:
RICHARD VICK
DEVELOPER CONTACT:
R.S. BUTCH LAWTER, JR. , PE
PROPERTY OWNER:
RICHARD R. ALLEN, SR
P.O. DRAWER 1867
FAYETTEVILLE, NC 28302
DESIGNER/ENGINEER:
WITHERS & RAVENEL, INC.
111 MACKENAN DRIVE
CARY NC 27511
(919j 469-3340
CONTACT:
DALE WERENKO, PE, CFM
CURRENT USE:
VACANT (FORMER CONCRETE PLANT)
DEVELOPMENT TYPE:
PROPOSED CONCRETE PLANT
ZONING:
HB
PROPERTY ADDRESS-
1839 NC HIGHWAY 172, SNEADS FERRY, NC
PIN:
4269-04-84-2473
DEED BOOK/PAGE:
868/939
TAX PARCEL :
765-42
SITE AREA:
4.404 AC
PROPOSED DISTURBED ACREAGE:
3.4 AC (DEUNE4TED PER PROPOSED TOPOGRAPHY)
TOTAL IMPERVIOUS SURFACE AREA:
2.16 AC
FLOODPIAIN:
NO 100-YR FLOODPLAIN LOCATED ON SITE PER FEMA
FIRM PANEL 3720426900J DATED NOVEMBER 3, 2005
SOIL TYPE:
LEON FINE SAND
RECEIVING WATERCOURSE:
UNNAMED TRIBUTARY TO MILL CREEK
AREA OF PERMANENT SEEDING:
1.50 AC (OUTSIDE OF GRAVEL PARKING LOT/DRIVE)
EROSION CONTROL SEQUENCING NOTES:
PRIOR TO CONSTRUCTING STORMWATER WET POND, CONTRACTOR SHALL
REMOVE AND CLEANOUT ALL SEDIMENT FROM TEMPORARY SEDIMENT BASIN AND
RE --GRADE TO PERMANENT ELEVATIONS SHOWN ON THE PLAN.
THE OUTLET STRUCTURE SHALL BE CONVERTED TO A PERMANENT RISER
STRUCTURE TO THE ELEVATIONS SHOWN ON SHEET 4.
ALL UPSTREAM DRAINAGE AREAS SHALL BE STABUZED PRIOR TO CONSTRUCTING
STORMWATER WET POND.
ARI'
5 min.
10 min.
15 min.
30 min.
60 min.
120 min.
3 hr.
6 hr.
12 hr.
24 hr.
(years)
2
7.39
5.92
4.96
3.42
2.15
1.28
0-91
0.56
0.33
0.19
10
9.70
7.75
6.54
4.74
3.08
1.94
1.39
0.87
0.51
0.30
25
10.98
8.75
7.40
5.48
3.65
2.38
1.73
1.08
0.64
0.38
100
12.92
10-27
8.65
6.63
4.56
3.18
2.37
1.49
0.89
0.53
RIP -RAP VELOCITY DISSIPATOR PAD DESIGN
Protection
Slope
Size
Q10
VIO
Length
Width at
Downstream
Rip Rap
Rip Rap
Structure
Pipe
Thickness
Type
(in)
(cfs)
(ftls)
(ft)
Outlet (ft)
Width (ft)
Class
F1 Outlet
1.36
24
13.10
8.40
9.0
6.0
12.0
22
B
F3 Outlet
1.09
18
9.46
7.46
9.0
6.0
12.0
22
B
F4 Outlet
0.65
18
8.25
5.46
9.0
6.0
12.0
22
B
TOTAL DENUDED AREA 3.40 AC
IMPERVIOUS SURFACE AREA 216 AC
bdm
I blinre yw ft
STORMWATER CALCULATIONS
PRE -DEVELOPMENT FLOW
POST DEYEL.OPMENT FLOW
SITE AREA: 4.404 AC
SITE AREA: 4.404 AC
IMPERVIOUS AREA: 1.38 AC
IMPERVIOUS AREA: 2.16 AC
COMPOSITE C: 0.48
COMPOSITE C: 0.61
TC: 5 MIN
TC: 5 MIN
110: 9.70 IN/HR
110: 9.70 IN/HR
Q10; 205 CF5
Q10; 2511 CF5
REQUIRE© STONE SIZES - INCHES
Class
Dmin
D50
Dmax
A
2
4
6
B
5
8
12
1
8
13
20
2
9
14
23
- No more that 5.0% of the material fumWled can be tees than the minimum size
apeafiec4 nor no more than IO.OX of the material can exceed the maximum size
-- � e shall be equally graded M#4 the required size range.
FINAL DESIGN
NOT RELEASED
FOR CONSTRUCTION
S SEAL g �,
$ a
028942 = m
rj / 2 •
SCALE 1'-30'
�t OFESS�O•• 2
_ SEAL
26495
}. •r 0
Me • >, _ •
I I
W
--
-�
Dssi w
Sale
WWAR
r Its 31Y
Drawn 11f
Dale
DIN
03ram
C hKhed lI f
lab Na
DWI
209111S 0
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
GRADING AND STORM DRAINAGE PLAN
WITHERS 4:Nr RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
III Macl(enan Drive Cary, North Carolina 27511 tei: 919-469-'3340 eww.withersravenel.cam License No. C- 0832
SlInd NM
2

41.30 41.60 41.70 41.50 41.30
X F X �---�- 41.90 x42.25 2.25 42.25 X42.25 42-25 x 42.25 X
42.00 42.00 42.00 42-00 42.00 42.00
i
INSTALL 12" WIDE, 3" HIGH CONCRETE
LIP TO PREVENT MIXING OF
.• �- WASTEWATER/STORMWATER 30- (SEE DETAIL THIS SHEET) 1- -4
8" MIN CONCRETE PAD W/ WW REINF 8" MIN CONCRETE PAD W/ wW REINF
AGGREGATE
WASTEWATER/STORMWATER PERMANENT BARRIER NARRATIVE
A 3" HIGH RAISED CONCRETE UP WILL BE INSTALLED AROUND THE PERIMETER OF
INDUSTRIAL OPERATIONS AS SHOWN ON THE PLANS. THIS WILL PREVENT WASTEWATER/
STORMWATER MIGRATION BY VERTICALLY CONTAIN#NG THE WASTEWATER FLOW AND
DISCHARGING TO THE STORAGE CHAMBERS. SINCE THERE ARE NO UNDERGROUND PIPING
NETWORKS TO CONVEY WASTEWATER TO THE STORAGE CHAMBERS, A RAISED CONCRETE
BARRIER IS THE MOST PRACTICAL AND EFFECTIVE METHOD TO CONTAIN THIS FLOW.
SEE DETAILS ON THIS SHEET FOR LOCATIONS.
�`- STORAGE AGGREGATE --
STORAGE AGGREGATE AGGREGATE
900 SF 900 SF STORAGE STORAGE
600 SF Er HIGH WAIL OPENING SPACED AT 5' O.C.
600 SF INSTALL HEAVY DUTY GRATE ACROSS EACH OPENING
AGGREGATE HYDRATION AGGREGATE HYDRATION
4] .70 SPRINKLER SYSTEM i .70 41.70 SPRINKLER SYSTEM 41.70 CONCRETE BLOCK
RETAINING WALL
4 .fif f '�4'1..00 1
�1:�0 �= 717
° 4 A
42-15 +- 5 C eRETE . F Lt Euc X.NRt E -
�+i i r . - - 41.?40
X42.00 4 .0 ` 41.00 O
2 0 41-65
.� LLJ 41.4Q
41.55 Y RAISED CONCRETE LIP
U X 4 ]00 40, 60
41.10 SECTION G-G
a - �
CONCRETE FLUME COLLECTS RUNOFF F X :4. --
FROM AGGREGATE STORAGE BINS 1 (n
ADMIX ¢ X33.50 41.00
INSTALL 24" WIDE CONCRETE EDGE G CONTAINMENT :f',; .
SKIMMER 46' X 11' SETTLING CHAMBER 4 28.0' RAMP 4:1 .35
WITH 3" RAISED UP TO PREVENT ¢ �. 40.50
MIXING OF WASTEWATER/STORMWATER PUMP TOTAL VOL: 4,620 CF; 34,558 GAL 33.50 ---
(SEE DETAIL THIS SHEET) -
41.90 :.- I
�-+ 42.15 - X 42.00 42.00 ; O
V 41.55
X 41.25 41.00 40.80 33.50
X x 4AO 46' X 11' SETTLING CHAMBER 3 28.0' RAMP 0 4:1
40.50 -� 40.35
TOTAL. VOL: 4,620 CF; 34,558 GAL 33.501
AREA OF WASTEWATER X 42,00
TREATMENT LIMITS 42.00 0
13,850 SF 42.00 42 Q 41.00 WALL OPENING [
DUST X 61'TALL 61' TALL J' rs p
X
COLLECTION CEMENT AGG 33.50
SYSTEM 2.fl0 SILO FLYASH BIN € 46' X 1 1 ' SETTLING CHAMBER 2 1 28.0' RAMP @ 4:1
SILOTOTAL VOL: 4,620 CF; 34,558 GAL 33.50 40.50 40.35
4 I00 42.00
42.00 550 SF 42.00
41.30
I A
%41:i9a 40,25 -
- s 5' OOKCRIE7-E �L 1Me x ----- -=-�:
4' WEIR OPENING
An
42.30 _ (SEE DETAIL) 46' X 11' SETTLING CHAMBER 1
i..
41.55 j�` TOTAL VOL: 4,620 CF; 34,558 GAL 28.0 RAMP C 4:1 40-50 40.35
...; E 40.10 33.50
CONCRETE FLUME COLLECTS RUNOFF 20'-0"
FROM SILO CONCRETE PAD AND YARD AREA 1 �j 4' WEIR OPENING
AROUND ACC BIN X33.50 140.10 (SEE DETAIL]
40.80 5.
INSTALL RAISED CONCRETE UP_470-0-
, X2 41 9pS 43325 X - , J <'
TO PREVENT MIXING OF �'� 4
4 4.• _ - 41 O - 41.25 OVERFLOW FROM STORM EVENTS
WASTEWATER RUNOFF ENTERS " i � � '� � "�'. ,, •- � =, �. 4 :�
WASTEWATER/STORMWATER SETTLING CHAMBER 1 THROUGH J SL�F7. TO,.pRAlb GREATER THAN 25 YEAR
(SEE DETAIL THIS SHEET - S C7PE T i y v Y y WELL EXIT RECYCLE BASIN
( ) 4 WIDE WEIR OPENING IN WALL o DtA1'' J4
FROM TOP OF RAMP
RAISED CONCRETE UP
may. : f _ I � _ � i•V �' . � :4 c � r' _ _
�' K L• { 4 % S L f S r V 4 ;
: t5 F �- TRUO 11rrA`3HaQ_WN 'P'Ap yy
s y $" . MN THIQKNESS' *THy �_ "R1_1_N1`01�CI`MI�I�IT.
.�y dew � 7 ' � ' - � �`�- 5-J •� � \tltl f I I I1117
WASTEWATER SITE PLAN J i
t 4 \\
_ 4f�'•_ s � ' - N _ Yr a' +'[--PO
10,
< 5 SEAL
0 5' 10' 20' 40' +, UCK HDOWN PAD rS ¢L01?En
�y 7 NORTHWESTWARD To�fiA_ D WNCI If-'F_ QmE � I � - '� 95
11'
SCALE 1i's 1V •� y _ ,T v -. _ S __ 'J _ V _ i , - C I 'f,/ � \\ '//j /r`� �
41.00 41.35 FINAL DESIGN
A NOT CONSTRED
UCTION
!j FflR CONSTRUCTION
AGGREGATE BIN WALL Y
FLOW SUMMARY FLOW SUMMARY RECYCLE BASIN FLOW SUMMARY
z - ' -
DA: 2500 SF; .057 AC DA.- 3312 SF; .076 AC WALL DA: 9100 SF; .0209 AG
C: 0,90 CONCRETE LIP c: 0'90 , : CTC: �5 MIN
TC: 5 MIN TC: 5 MIN
i25: 10.98 INf HR 125: 10.98 IN/HR : _ 125: 10.98 !N/HR
Q25 MAX: 0.;�6 GFS 1'-0� OPENING 025 MAX: 0.75 CFS NXOF NORMAL DEPTH: O26 FT
NORMAL DEPTH: 0.17 FT - _ - _ ,- NORMAL DEPTH: 0.19 FT ,-
_ 2% MIN 8„
0.30 5
-
- •' -
-
,_L, - - - 3 000 MIN COMPRESSIVE STRENGTH
f� ES E
I -`_'III -I I^i-III-:••:.�:' �-.•.; i� i I`- � ! '
- COMPACTED •
:. _ ... - I ... I If,_ I , Im - l--I I III SUBGRADE I I ,
COMPACTED SUBGRAD -_ 3,000 MIN COMPRESSIVE STRENGTH d- _ _ _
o I W/ WIRE MESH REINFORCEMENT a .:-` : -.•.` = :•. _ 3,000 MIN COMPRESSIVE STRENGTH CONTRACTION JOINTS SPACED AT 15 -0" Q.C.
COMPACTED SUBGRADE I i- I i EI II I II I I-i E.
{-
-� :' :: >.: .. :.. e�: ' . .} : •4 i I !- I 1 I ---I 1 I-4 1 1-4 I I-.
' CONTRACTION JOINTS SPACED AT 15'-0" O.C.
CONTRACTION JOINTS SPACED AT 15'-0" O.C. ` ; : -
FoanNc
TYPICAL FLUME CROSS SECTION D-D
N TYPICAL FLUME CROSS SECTION C C :r.: TYPICAL FLUME CROSS SECTION E E
1" = 1' H&V '-�';�• _ •::: :.-" 1" = 1' H&V 1" = 1' H&V
FLOW FLOW FLOW FLOW
# z 17' t Z" TOP WALL: 41.00
STORMWATER m WASTEWATER WASTEWATER STORMWATER 4'-�'
2,-Cr R 12" AGGREGATE
RAISED UP STORAGE
o BIN
c 2% MIN SLOPE , .• 1% MIN SLOPE
CONCRETE SHALL BE'.'`'+_
3,0DO MIN COMPRESSIVE-:
STRENGTH
TYPICAL SECTION F-F
Nay
RevWm
Date
1
1 NMM SW Pent Wication
04.0910
DW
2
NCDW0 Come"
06.17.10
DW
3
N(:DWQ Camt>mvs
07.21.10
DW
De* wr
way
Scree
As SHOWN
17 m By
Dade
DW
m/sm
Chd*w By
lab Na
DW1
m9m99iA0
1" =1' H&V
27 MINSLOPE
LOPE
TYPICAL RAISED CONCRETE LIP SECTION G-G NTS
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROUNA
0.90' TOP WOR:40.10
.:' . RECYCLE BASIN WALLso
. ' ..
RECYCLE BASIN
WEIR CROSS SECTION =z H6VI
CLOSED LOOP RECYCLE SYSTEM
DESIGN AND CALCULATIONS
--CONCRETE LIP
TRUCK WASH -DOWN
CONCRETE PAD
4'--0" WIDE WEIR OPENING IN WALL
INSTALL BLACK METAL HAND
RAIUNG AROUND PERIMETER OF BASIN
EXCEPT ALONG RAMP SIDE
42" HT MIN.
24 'WIDE X 12" HIGH OPENING
TOP WALL
EL- 41.00
4' STORAGto
E I SKIMMER PUMP
VOLUME LOCATED
IN CHAMBER 4
EL:35.5 EL:35.40 VE35.35
CHAMBER 1 CHAMBER 2 CHAMBER 3 CHAMBER 4
BOTTOM OF BASIN
EL: 33.50
11'--•0" I I 11'-0" I I 11'-T 11 11'-0"
CROSS SECTION A -A
24"'WIDE X 12" HIGH OPENING
CONCRETE FLUME
To CHAMBER 1 12" FREEBOARD
EL, 40.50
TOP WALL
EL: 41.00
EL: 39.50 72.00 SF
CONCRETE---"4'-0" STORAGE VOLUME 248.00 SF
i WALL EL: 35.50
BOTTOM BASIN 2.0' SETTLING STORAGE 100.00 SF
EL 33.50
- CONCRETE FLOOR
46'-0"
CROSS SECTION B-B
DESIGN CALCULATIONS
STORAGE VOLUME FROM 25-YR 24-HR STORM EVENT
TOTAL TREATED SURFACE AREA TO WASTEWATER RECYCLE SYSTEM:
25--YEAR 24 HOUR STORM DEPTH (IN):
TOTAL STORM VOLUME TO BE CAPTURED:
STORAGE VOLUME FROM TRUCK WASHING/RINSE-OUT AREA
AVG NUMBER OF TRUCKS/DAY:
AVG GALLONS OF WATER USED PER TRUCK WASHDOWN:
TOTAL VOLUME FROM TRUCK WASHING:
NOTE:
STRUCTURAL DESIGN BY OTHERS
1"=10'H
1"=5'V
REINF
CONCRETE
ENTRANCE
EL: 40.50
2.007* MIN SLOPE
AWAY FROM TANK
28'-Q- I 6'--Ir
NOTE:
STRUCTURAL DESIGN BY OTHERS
1" = 1W H
1"=5'V
15,746 SF
8.0 IN (0.66')
10,487 CF; 78,443 GAL
5 TRUCKS AT 3 LOADS/DAY
50 GALLONS
750 GAL/DAY
TOTAL
VOLUME
REQUIRED To BE CAPTURED:
750 GAL
+
78,443
GAL
= 79,193
GAL;
10,587
CF
TOTAL
VOLUME
PROVIDED:
248.00
SF
X 11'
X 4
= 10,912
CF;
81,622
GAL
r,
r
PROVIDED 12 FREEBOARD RO ID ABOVE REQUIRED STORAGE
ED BO E R Q ED 0 AGE VOLUME: 72.00 SF X 11' K 4 - 3,16$ CF; 23,697 GAL
2''•-0' SETTLING STORAGE VOLUME: 100.00 SF X 11' X 4 = 4,400 CF; 32,912 GAL
PROJECT SUMMARY
A SPECIAL USE PERMIT HAS BEEN OBTAINED BY ONSLOW COUNTY PLANNING DEPARTMENT ALLOWING A CONCRETE
PLANT TO BE LDCATED ON THIS SITE.
THOUGH NCDWQ HAS CLASSIFIED THE RECEIVING STREAM AS SA WATERS, 15A NCAC 028 .0301 (i) (1) (B) CLASSIFIES
UNNAMED FRESHWATERS DRAINING TO TIDAL SALTWATERS AS "C' WATERS.
THIS PROJECT ALSO HAS BEEN DETERMINED TO DIRECTLY DRAIN TO PRIMARY NURSERY AREAS (PNA) AS CLASSIFIED BY
NC DIVISION OF MARINE FISHERIES. AS INSTRUCTED BY NCDWQ, NO COMMINGLING OF STORMWATER AND WASTEWATER IS
PERMITTED AT THIS SITE.
A RECYCLE FACILITY HAS BEEN DESIGNED TO CAPTURE THE 25YR-24HR STORM EVENT PLUS TRUCK WASHING
USAGE WITHOUT DISCHARGE TO SURFACE WATERS. THIS DESIGN CONSISTS OF ISOLATING THE INDUSTRIAL OPERATIONS
FROM THE NON -INDUSTRIAL AREAS. SURFACE STORMWATER/WASTEWATER IS COLLECTED VIA CONCRETE SURFACE FLUMES
AND DISCHARGES INTO A SERIES OF CONCRETE CHAMBERS DESIGNED TO SETTLE SEDIMENT AND PROVIDE STORAGE AS
REQUIRED TO MEET NCDWQ REQUIREMENTS. RECYCLE/PROCESS WATER FROM THE LAST CHAMBER WILL BE PUMPED
OUT AND RE -USED TO IRRIGATE AND HYDRATE AGGREGATE STORAGE AREAS AND RE -USED IN PPOCESSED READY MIX
CONCRETE. A NON --DISCHARGE RECYCLE PERMIT WILL BE SOUGHT FROM NCDENR AQUIFER PROTECTION.
A SEPARATE STORMWATER PERMIT WILL BE PERMITTED THROUGH NCDWQ FOR THE REMAINDER OF THIS FACILITY.
AN EROSION CONTROL PERMIT HAS BEEN ISSUED FOR THIS FACILITY ON JANUARY 20, 2010 FROM NCDENR DIVISION OF
LAND RESOURCES
REFERENCES:
* SCS TR55 "URBAN HYDROLOGY FOR SMALL WATERSHEDS"
WITHERS & RAVED EL
ENGINEERS I PLANNERS I SURVEYORS
111 6 eXenan Drive Cary, North Carolina 27511 tel: [phone] www.withersromel.com License No. C-DB32
3

I
I
4
I
I
I
4`
4(
3;
3(
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---.-_t------ - ----" � +♦~+ +` 1 L , ` ' �-- ♦ ♦1 \ ^ , ! f'
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----------- - ------'"
+
I -------------^-'--- - ED"-
VELOCITY DISSIPATPAD--
SWHTLOCATION #3 W/g FILTERfcABRIC UNDERLINEff --``. L `, , , , L '�`. `. i } `, 38.00 '.' r,rr
1 1 1 \ ♦ ♦ice'
�♦ ♦ 1 , / �!!/
-may
L , 1
L' s `, L, \ `� ♦y `-" /'
WIDTH' AT OUT' 6.0' +�� �� ', /i
i'�r Fr�
O ♦ f"/
DOWNSTREAM WIDTH: 12.0' `�
"�'Yfr�Y„r,�
r TH1CKNCSS:.22" L`y`♦ `` ` __ �' �♦♦�` ♦♦ `--' i i
l I �f
_Y
.' CLASS B RIP' -RAP --- "�/ --_ ♦ _ - ` \`♦` _-' - ��'' /r Y.r
I s,1
1 ED� OF PROPOSED GRAVEL `� ` ".'' ��^� ` •` - l
I s i `� I
., '� .. -- -�''f' .'��rrf!!
r"
\L5\tMillirl/1!r!/
=�o FS5�0 02
� I
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26495 -
-°
°° • G C e-
h jl Vk LLLL____
r -3 m , I I C)
_ 170.80' , �, I I L o C a SSI
W -3 �- -`01 o! r' I �itl I L', 4 ° S L9(
r'a-"
0 / 3.1 SLOPE- r 3 3 , \ `
' j 028542 0
/ Iri
� � I '
VERT E` 4.0 - -- - /- _ ---__----3�------� -- I �y i [it `�Ii
oa°4n °a a
! .?1 °op8peppCp p06 4f�a��o i
EL:34.00
36.25 STORMWATER WET PONCj
FOREBAY ` - - 30.5- - T31 Cq
I'
3 2 32 I a FINAL DESIGN
+ I 43.5 _ 3 f ,
' I r ° i i I NOT RELEASED
3 / II 41; 1� FOR CONSTRUCTION
j LOCATION #1 --_- ----� __-____ 3
1 10; - 35.5-- -J O r ii3 r
X PERMANENT POOL EL. 36.0 170.s0'
C14
l III r
' 36.10
1 -------------T-36.5---_ ____---______ -�_ ___ -�-- -- 3r� ---� 1I
_ 37 I'I
38.20 „I
+38.2€) _ PROPOSED BERM k X 38.20 3 .20
/ III
I
3 `--- 3.1 SLOPE
r 0 ;II
3 1
PROP SED FENCE 34 -J� 34
b o o 0 0 0 - o o_ o ono z
l' STORMWATER ACCESS AND MAINTENANCE EASEMENT �� -4- y - -- �3 4J' `♦'l�
2 it A 2'
#3 BAR (rypic L EACH FACE) POURED M PLACE
CONCRETE COLLAR
WATERPROOF
WSnC (TP )
2•
17' n
s'
ANTI -SEEP COLLAR DETAIL
PERMANENT POOL EL: 36.0
PIPE INVERT EL: 31.0
PERMANENT 5'X5' ONCRETE
SEASONAL HIGH
WATER TABLE CHART
-
!
RISER OUTLET STRUCTURE
'
k
iiit
BORING LOCATION
EXISTING GROUND ELEVATION
---- _
VELOCITY DISSIPATER PA
_
W/ RLTER FABRIC UNDERLINE R I
+
islifl I
1
34.7
'i
WIDTH AT OUTLET: 6.0'
`•.
2
36.5
`
NOTES:
DOWNSTREAM WIDTH: 12.0'
33 rHICKNE55: 22"
, +
,,
�i
,,,i
Illti '
NOT REQUIRED SINCE', FLOW LENGTF�-EXCEEDS ,.5:1 WITH
`\ ♦`�
CLASS B RfPrtRAP
i
i, ,
,
'sti I
3
37.2
'. i i A MINIMUM 3:1 FLOW PATH 3. :1)
`�
/� ' _
t L ',
`
'�I
�„t
`♦ F 1 * SEASONAL HIGH WATER TAIBJ ( HWT) WITHIN 6--12" OF EXISTING
GROUND , '"
Si
ELEVATION IN AREA OF POND
r .STORMWATER ACCESS AND MAINTENANCE EASEMENT SHALL BE RECORDED
�'.
"-`, *• ' r PRIOR TO COMPLETION OF STORMWATER POND CONSTRUCTION
-----
I
P
8 10, V 4W 8°' STORMWATER WET POND -SITE PLAN
SCALE: 1' - 21T �" = 20'
;d
FEE
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ELEVATION TABLE
45
ME
W
30
25
ELEVATION AREA (SF) INCR(CF) VOL. ACC(CF)VOL.
TOP OF SEDIMENT
31.50
2,861
0
0
BOTTOM OF SHELF
35.50
7,622
20,137
20.137
PERMANENT POOL
36.00
12,216
4,937
25,075
PP VOL: 25,075 CF
TOP OF SHELF
36,50
15,020
6,797
31,872
TEMPORARY POOL
36.75
15,766
3,919
35,791
TP VOL: 10,716 CIF
DEPTH TO SHWT SHWT ELEVATION
AT/NEAR SURFACE 34.7
-6"-12' BELOW SURFACE 35.5-36.0
-6'-12' BELOW SURFACE 36.7-36.2
PRECAST REINFORCED BOX
6' THICK SIDEWALL
z
SLAB TOP INVERT ELEV 37.25
MD E
(SEE TYPICAL SP TOP DU
BELOW ENSJONS)
IfHIGH OPENING ON ALL. SIDES
TEMPORARY/WATER s}iJALIjY POOL ELEVATION: 36.7-5-
5'-
&==.a
NORMAL POOL El- 36,00
THREADED
DHOLE
WITH 1 1 /f
IF JOINT IS REQUIR--�`
FILL. JOINT WITH CS-102
SEALANT BY CONSEAL OR
EQUIVALENT, WRAP OUTSIDE
OF JOINT WITH 12' WIDE
CS-212 JOINT WRAP BY
CONSEAL CONCRETE 4 Pvc CUT r
SEALANTS O INC.
IVAL.ENT. REQUIRED LENGTH
1
I�
EXTEND GATE VALVE HANDLE 9" ABOVE WEIR EL
SLAB TON (SEE DETAIL)
MANHOLE STEPS AT ,r O.C.
(SEE DETAIL THIS SHEET)
IF JOINT IS REQUIRED USE
1/4-x tx12" STEEL STRAP (GALVANIZED OR
STAINLESS) Wf 2 -- 3 4-xS' SS ANCHOR BOLTS
EPDXIED tN--PPLACE t STRAP REQUIRED
EA. SIDE 4 PER JOINT, LOWER BOLT TO
BE SET BELOW OUTSIDE JOINT)
GROUT INSIDE
USE NPC KOR-N--SEAL OR
CAST -A -SEAL OR EQUIVALENT
R£1NF'ORCED CONCRETE
COLLAR WITH 2-LAYERS
4 REBAR AROUND PIPE
OLLAR (3' COVER)
18' DIP
,C SCH 40 PVC
ELEV 32.50 _ 1 oNmEf4i ELEV 32.50
PROVIDE WATERTIGHT SEAL
USING EPDXY SEALANT
#4 REBAR ,2'
LONG O 1 FT. O.C.
(EPDXY IN WALL)
` ' .
FILL Box WTTH
CONCRETE TO PIPE I NVERT ,
THREADED CAP
4 xa PVC TEE
SLOPE TO DRAIN • , ;
4' (MAX.)
4' GATE VALVE:�X
.
. . .
5
A
ELEV 31,00
4*
,
NOTE:
RISER BOX AND OUTLET PIPE SHALL BE
SEE ANCHOR
DETAIL
ANCHOR DETAIL
INSTALLED PRIOR TO THE BEGINNING
CONCRETE ..+.
OF OVERALL SITE GRADING AND SHALL
ANTII1L0l+TATbN
OA
HE UTILIZED AS A SEDIMENT CONTROL
WE
DEVICE DURING GRADING & SITE
UTILITY CONSTRUCTION. A SKIMMER
DRAIN
SHALL TOVALVE ONS CONCRETE
RISER BARREL
DETAIL
INE BOXAHE SOEBASIN
AS SEDIMENT FILTER BASIN. ONCE
GRADING IS COMPLETED AND SITE
N.T.S.
HAS BEEN STABILIZED, THE SKIMMER
SHALL BE REMOVED AND BASIN SHALL
BE CLEANED OUT AND STABILIZED.
NOTES:
1. VERTICAL SPACING = 127 O.C., ON VERTICAL WALL ONLY.
2. STEPS TO PROTRUDE 5' FROM FACE OF STRUCTURE WALL,
AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS. AND A
HORIZONTAL PULL-OUT LOAD OF 1000 LBS. WHEN INSTALLED.
3. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE.
CORROSION RESISTANT
MATERIAL
ENCAPSULATED STEEL STEP
STORMWATER WET POND CHART
DIMENSIONS
ELEV.
TOP OF DAM WIDTH
5'
38.20
TOP OF RISER (WEIR OPENING)
5'-CrX5'-0"
36.75
ANTI -FLOATATION DEVICE
7'X7'XIt
N/A
OUTLU PIPE INVERT IN
46 LF tg DIP O 1.09X
32.50
OUTLET PIPE INVERT OUT
32.00
DRAWDOWN PIPE
e DIA W/ 1 1/2"
OPENING IN CAP
36.00
1 /2" DIAMETER
STEEL ROD
SECTION
RISER STEPS
N.T.S.
vl y J±
+•
i
MANHOLE RING do COVER ACCESS
OFFSET OVER STEPS
_y.::...:. ?�t,•'+.'r'r 4. _tic_::= i_:' -r :, :! _.,`,. , ��rr
Ir PRECAST CONCRETE SLAB
EL s 37.75
. • r
, s•"r.
EL. 37.25
;:3,i''ti ar?.t+ s:
-
',•
VOID SPACE
fs'-d'_
R_ 36,75
.`'=::`;� r_ ;'''ti•'.4:r.•. i_G-",*'';Y `"=
�'N•
PRECAST REINFORCED BOX
.Fs; 'y1} i']r.�_��f mac', 4•r�t�.y l°�'�ri T. _•irr.
•'i y[`,
TYPICAL SLAB TOP
N.T.S.
PRE -POST DEVELOPMENT SUMMARY
Storm Event
Pre -Development
Outflow
Post -Development
Outflow
1-Year
1.44 cfs
0.17 cfs
2--Year
14.61 cfs
14.92 cfs
10--Year
19.43 cfs
19.55 cfs
100-Year
25.03 cfs
24.44 cfs
STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
Freeboard
Peak Outflow
1-Year
36.76'
1.44'
0.14 cfs
10-Year
37.06`
1.14,
11.02 cis
50-Year
37.12'
1.08,
14.00 cfs
100-Year
37.17'
1.03'
16.91 cfs
ANN
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45
40
35
30
25
C
Na:
RevWm
Date
1
NCDw SW Pem* t_m1_
04.09.10
DW
2
NCDWO Comments
061710
DW
3
NCQW0 Comments
07,21.10
DW
WOt
scde
AS SHOWN
armBy
Dide
DW
Oodmd 9y
A No.
DW
m
S. I Woote
SNEADS FERRY
n Corp. Concrete Plant No. 21
ONSLOW COUNTY NORTH CAROLINA
STORMWATER MANAGEMENT PLAN
WITHERS & RAVEN EL
ENGINEERS i PLANNERS I SURVEYORS
III Mocltenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.corn License No. C-0832
SINK Na
4

to
PIPE Dik
•
��•RIP RAP
rlwm cowl
fLARED END
SECIION
ISOMETRIC
t
L W 1 F1 W
do PRE OR
IN APRON Wom
4 APRON D07TH PLAN
La
SLOPE X
-��i t ,
FL
-��i. r. i.�i^i �r�••� — —
Il fl II II II II II 11 II IIl1.•
=1i=it=il=it-i
•
Ffter blanket
• 3.
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. LA IS THE LENGTH OF THE RIP RAP APRON,
TIMES THE MAXIMUM STONEDIAMETER
NOT LESS THAN Ir
FILTER BLANKET OR FILTER FABRIC SHOULD BE
• BETWEEN THE RIP RAP AND SOIL FOUNDATION.
PH OUM TO NO WU 1 I.I! !e is
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP,
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFOW.
4. APPLY AGRICULTURAL LIME, FF-RTIUZER AND SUPER PHOSPHITE UNIFORMLY AND MIX WITH
SOIL (SEE MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 6OX DAMAGED,
RE—ESTABLISH FOLLOWING THE ORIGINAL LIME. FERTILIZER AND SEEDING RATES.
MIXTURE
AGRICULTURAL. LIMESTONE:
2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER:
1,000 LBS/ACRE — 10-10-10
SUPER PHOSPHATE:
500 LSS/ACRE: — 207E ANALYSIS
MULCH
2 TONS/ACRE — SMALL GRAIN STRAW
ANCHOR:
ASPHALT EMULSION AT 300 GALS/ACRE
SEEDBED PREPARAT*N
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTME GRASS 10-20
Seeding Dates
MARCH — JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FEI21TUZM
Mulch
DO NOT MULCH,
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILZER.
TEMPORARY SEEDING —LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RITE (Ls/ACRE)
" (GRAIN) 120
ANNUAL UZKDM (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEIA WHEN OURAMON OF TEMPORARY GONER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LEI/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN -- DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APPIL 15 - AUG. 15 - SUMMER
AUG, 15 — DEC. 30 — FALL
Soil amendments
FDLLaW RECOMMENDATIONS OF SOL TESTS OR APPLY 2,ODD LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LEI/ACRE STRAW. ANCHOR STRAW BY TACKING WrrH ASPHALT. NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFER ILRE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTI IZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR aTHER DAMAGE.
r !
,
/%
•�1� •
i+•i
' ' • %''•'
0 - -- 0 ----- - 0
W
O
'--VEGETATED SHELF
SHALLOW WATER
SHALLOW LAND
VEGETATION PLAN - VEGETATED WET POND SHELF
3
C, __ — 0
6D
Pp
WET POND SHELF VEGETATION PLAN 1" = 30'
SHALLOW
WATER
NORMAL POOL TO 6' BELOW) = 2,335 S.F. 50
HERB. PLANTS / 200 S.F. = 584 PLANTS
PLANT TYPE:
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
58
Acorus calamus
Sweet Flag
CONT.
4" Pot
24' O.C.
58
Acorus colarnus 'Variegate'
Variegated Sweet Flag
CONT.
4" Pot
24' O.C.
58
Peltandra virginica
Arrow arum
CONT.
4" Pot
24' O.C.
118
Pontedaria cordate
Pickerelweed
CONT.
4 Pot
24' O.C.
58
Saglttorlo lancifolio
Bulltongue Arrowhead
CONT,
4" Pot
24" O.C.
58
Sa ittaria latifolia
Broadleaf Arrowhead
CONT.
4 Pot
24' O.C.
88
Saururus cernuus
Lizard's tail
CONT.
4" Pot
24" O.C.
88
Schoenoplectus tobernoemontani
Softstem Bulrush
CONT.
4" Pot
24" O.C.
SHALLOW LAND
(NORMAL POOL TO 6" ABOVE) = 2,640 S.F. 50 HERB. PLANTS / 200 S.F. = 660 PLANTS
PLANT TYPE
07Y
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
66
Asclepias incarnato
Swamp Milkweed
CONT.
4" Pot
24' O.C.
66
Carex stricto
Tussock Sedge_
CONT.
4' Pot
24" O.C.
66
Hibiscus moscheutos
Rose Mallow
CONT.
4' Pot
24' O.G.
fib
Iris versicolor
Northern Blue Flag Iris
CONT.
47 Pat
24" O.C.
99
Iris virginica
Southern Blue Flog Iris
CONT.
4" Pot
24" O.C.
99
Juncus effusus
Soft Rush
CONT.
4" Pot
24" O.C.
132
Lobelio cardinalis
Cardinal Flower
CONT.
4" Pot
24" O.C.
66
Scir us cy erinus
Woolgross
CONT.
4" Pot
24" O.C.
All other slopes shall be seeded according to the Seeding Schedule.
UTILITY CONTACTS-
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH LMLITTIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE NCDOT.
4, ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF --SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
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F 1 o 1 .' J 1 EXISTING TOPOGRAPHY TAKEN --FROM B� Tj', AI�..ABLE 6S DATA
!
PRE -DEVELOPMENT DRAINAGE AREA MAP
DRAINS T
UNNAMED TRIWTAR
TO MILL CR, EE
S
1" = 100'
POS1 DEVELOPMENT DRAINAGE AREA 3
UNTREATE
' + 1918� 2 SF,,..— 110120 SF - 81,712 SF;?' 1.88 AC r
f/ 1
1
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%- IMPERIOUS AREA
SHEET; FLOW TO EXISTING WETLAND 11,7)0'2 SF; 0.27 A POST DEVELOPMENT DRAINAGE AREA 1
r
Tq' STORMWATER WET POND:,,'
.--
1t 110,120 SF — 15,746 SF 94,374 SF; / 2.17 AC
/
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as
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WAS�EWAIfER OPER#IONS t'
1 1 ,: ; ; •� !, ► PERMITTED SEPAMTELY
► ,' DRAINAGE NAG ' - RAI E AREA 2r - 15,746 SF
1 :,• , a(SHADED AREA) f ,
,,--,, ,,j '� , `"�\♦ ~• a 1 ; N Ij--IJISCNAKVt DRAINAUL, NMI I TO '•,
PRQPOSED ICYCLE BAS1)3
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SURFACE fLOW TO EXISTING WETLAND
"SITE STtMWATFZ` DISCHAR•-POINT---'/ ` IMPERVIOUS AREA TO", SORT WATER WEB POND:
-- k (WASTEWATER ARFA NOT, IN UDED} ' +'t
M 1 --- 65,755 SF; 1.51AC �INCL[ DES 2,506, SF FUTURE AkgA)ob
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1 t ; EXISTING -TOPOGRAPHY TAKEN__FROM Eff§ ',," ''Q+ILi BLE GIS, DATA
POST -DEVELOPMENT DRAINAGE AREA MAP
1"=100'
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1 20903M
S. T. Wooten Corp. Concrete Plant No. 21
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
ENGINEERS I PLANNERS I SURVEYORS
111 M=Kenan Drive Cary, North Carolina 27511 tel: 919-M9-3340 www.withersrevenel.com Ucense No. C-M2
5