SW7060819_HISTORICAL FILE_20200420

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 16209l�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
I� HISTORICAL FILE
DOC DATE
YYYYMMDD

Ka�_d
ROY COOPER
Governar
MICHAEL S. REGAN
secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
Apra 20, 2020
Garris — Evans Lumber Company
Attention: Mr.- David A. Evans, Jr., Vice President
701 W 14 th Street
Greenville, NC 27834
Subject: Stormwater Permit No. SW7060819 Renewal
Garris Evans Lumber Company
High Density Stormwater Project
Dear Mr. Evans: Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060819 for a stormwater treatment system consisting of a wet
detention pond to serve Garris Evans Lumber Company located at 425 Garner Road,
New Bern, NC expires on October 3, 2020. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. Permit application forms for renewal can be found
on our website at:
https:.I/deq.nc.gov/about./divisionsf energy-mineral-land-resources/energy-mineral-land-
rules fstormwater- pro gram/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, i can e-mail you a copy of the
application forms. You can request a copy by e-mailing me [e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
SE
��� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land itesources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Caroltna 27889
-�� 252,946,6481

AJ
�
L,
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr, David Evans, Jr., President
Garris-Evans Lumber Company
110 Sox 2548
Greenville, NC 27836
Dear Mr. Evans:
Division of Water Quality
Charles Wakild, P. E.
Director
January 13, 2012
Dee Freeman
Secretary
Subject: NOTICE OF DEFICIENCY
Stormwater Management Permit No. SW7060819
Garris Evans Lumber Company — New Bern Site
Craven County
This letter is to notify you are in violation of Title 15A North Carolina Administrative Code (NCAC) 21-1 .1003 for failing
to comply with terms, conditions and limitations of a Stormwater Management Permit No. SW7060819.
On January 6, 2012, Mr. -Scott Vinson of the Washington Regional Office performed an inspection to determine the status
of compliance with Stormwater Permit SW7060819 as a result of a complaint received through the Craven County
Planning Department, Permit Number SW7060819 was issued to you on October 3, 2006 for the Garris Evans Lumber
Company — New Bern Site, located on Garner Road off US Hwy 70 south of James City, Craven County, North Carolina.
As a result of the site inspection and DWQ file review, the following observations and violations are noted:
1. Permit Condition #1.5.,
DWQ observed that a small graveled area located on the left after entering the gate to the storage area was not properly
draining to the wet detention pond by means of the interior drop inlet and piped collection system. This is a violation of
Permit Number SW7060819 Condition ##I.5. which states, "The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control system per approved plans."
Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead within 10 calendar days of receipt of this Notice. Please provide a written "Plan of Action" which
outlines the actions you will take to correct the following violation(s) and a time frame for completion of
those actions.
This office requires that the violations, as detailed above, be abated and properly resolved and that all built -upon area
runoff be directed into the stormwater control system, ie wet detention pond. Please note also that the above violation
addresses the Division of Water Quality's requirements of treatment of built -upon area runoff from your development but
most likely will not resolve the drainage issues on your neighbor's property. The drainage and flood control issues that
North Carolina Division of Water Quality Internet: ; ww ncwa1grguality.or
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
An Equal opportunity/Affirmative Action Employer — 50% Recycied110% Post Consumer Paper Aaturally

Page 2 of 2,
resulted in the complaint against your development are not within the Division's regulatory authority, however we
strongly encourage you to take appropriate measures and contact your neighbor, your design consultant and the Craven
County Planning Department in order to help alleviate your neighbor's ongoing problems. Should you have any questions
regarding these matters, please contact me at [phone].
Sinccer(Jely,/ _
Scott Vinson, Environmental Engineer
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
cc: Jason Frederick, Craven County Planning Department
'Washington Regional Office File

State Stormwater Inspection Report
General
Project \Tame:�a�3 e6 �,va
!�
Permit fro: s�1t'�j)0OdI
rJ
Expiration Date:�0
Contact Person: J C
G
Phone Number:
Inspection Type:
Inspection Date: /2/JP/0!7
Time In: NO
}�
Time Out:
Current Weather: , � 17Sti-•3�
Recent Rain (Date)?
Rain — in
1
Location
Facili#y Address / Location:
City: lip: Count Lat: "N Long - "W
J
Permit Information
Rule Subject to (circle
ofte): 1988 Coastal Rule
1995 Coastal Rule
2008 Coastal Rule Session Law 2006-246
Goose Creek
High Quality Waters
Outstanding Resource 'l chers
Density (circle one):
High (I -ID) Love (LD)
Ste wafer Best Management
Practices (1M's) (insert
number of each):
Wet fonds
Infiltration Basins
tnfrltration Trenches
LD Swales Stormwater Wetlands
Dry Ponds
Bioretention
Permeable Pavement
Sand fillers (circle one) Open Closed
Cistern
Level Spreader/hiller Strip
Other (specify:
File Review
Yes No NIA NIE
1. Is the permit active?
2. Signed Engineer's Certification on file?
3. Signed Operation and Maintenance a ieement on file'?
4. Recorded Deed Restrictions oil file?
Site Visit- Ruilt [Innn Arpn lRHAI Yps Nn NIA NIF
5. BUA is constructed and consistent with the permit requirements?
6. 13UA (as ermitted) is graded such that the runoff drains to the system? (high density only
7. Drainage area is consistent with permit? (i.e. no unpermitted drainage to the SW BMPs)
S. Drainage area is stabilized? (to reduce risk of sedimentation to the SW 13MPs)`
Site Visit: Storrnwater BMPs Yes Nn NIA N/E
9. Stormwater BM.Ps are located per the a)pro vedplans?
10. Stormwater BMPs have dimensions (eg. len th, width, area) matching the approvedplans?
11. Stormwater BMPs are constructed per the approvedplans?
Site Visiti Operation and Maintenance YPs Nn NIA NIF
12 Access points to the site are clear and well maintained?
13. Trash has been removed as needed?
14. Excessive landscape debris (grass chppjqgs, leaves, etc) is controlled?
�(
15. Stormwater B1v3Ps being operated and maintained as per the permit requirements?
16. his ection and Maintenance records are available for inspection? (high density only, 1995 — present only)
Site Visit: Other Permit Conditions Yes No, NIA NIE
17. Is the site compliant with other- conditions of thepermit?
Site Visit: Other Water Quality Issues Yes No N/A NIE
�18. Is the site compliant with other water duality issues as noted during the inspection?
pC- lb 31
State Stormwater Inspection Report, Version 3,0
Page l of 2

State Stormwater Inspection Report
ents
rCLS e x' . r g lrex' el a ! -Lc `5 'r 5 AJ 0'
Inspection Pictures (some of the pictures taken during the site visit)
Compliance Status ❑ Compliant Non-Compiiant
Letter Sent (circle one): Yes No t.etter type: CEI NOV NOVRE Other
Date Sent
Inspector Name and Signature:
Reference Number:
Date:
State Stofmwatef lnspettion Report, version 3.0 Pap 2 oft

ce;
MCD
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins- Dee Freeman
Governor Director Secretary
2010
Mr. David Evans Jr.
Garris-Evans Lumber Company
PO Box 2548
Greenville NC 27836
Subject: CLOSURE —NOTICE OF VIOLATION
NOV-2009-PCI 031
Stormwater Management Permit No. SW7060819
Garris Evans Lumber Company
Craven County
Dear Mr. Evans:
On April 12, 2010 this Office received a written response to the Notice of Violation issued on December 30, 2009. The
response provided copies of the designer's certification and proof of the resolution of maintenance issues as required by
the conditions of the permit. In addition, it specified that an on -going maintenance program has been initiated. The plan
revision components were received in February 2010 and have been approved.
Please continue to inspect and monitor your site for compliance with both the permit and O&M requirements. The
Division considers this violation closed.
Thank you for your cooperation and conscientious effort to help safeguard the waters of the State. If you should have any
questions regarding these matters, please contact either myself or any member of the Stormwater Unit at [phone].
Si erely,
7;
Amy Ad s
Stormwater Compliance Coordinator
Surface Water Protection Section
Washington Regional Office
cc: DWQ Central Files
Durk Tyson, Rivers & Associates Inc.
,/WaRO Files.
North'Caroiina Division of Water Quality Internet: wwsr.ncuuleraualitv.orG
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarollina
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

Ilivers
&Associates, Inc.
Since1918
Project Name: Garris Evans Lumber Company
Craven County, North Carolina
Stormwater Management Permit No. SW7060819
Rivers and Associates, Inc. was authorized to provide inspection of the subject facility on
January 22, 2010.
Engineers
Planners
SurvevOrs
As a duly registered Professional Engineer in the State of North Carolina, I hereby state that to
the best of my knowledge and belief, due care and diligence was used in the observation of the
project construction such that the construction was observed to have been built within substantial
compliance and intent with the approved plans and specifications.
Rivers and Associates, Inc.
License No. F-0334
Y Scott Farmer, P.E.
Registration No. 35688
�•`� '(� Cgg0
;�0�•pFES3�0�
SEAL _
36M
i.VHGINE�P•Q'
`''�s��rr Fps`,;:•``:
107 E.ist Second Street. Greenville. NC 27858 • Post Office Box 929 • Greenville. NC 278:35 • (252) 752-41.35 • FAX [phone]
El -mail: rivers@riversand:tssociates.com

s
P, ivej-
&Associates, Inc.
Since 1918
April 8, 2010
Ms. Amy Adams
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
Subject: NOV-2009-PC-1031
Garris Evans Lumber Company
Craven County, North Carolina
Stormwater Management Permit No. SW7060819
Dear Ms. Adams:
Engineers
Planners
Surveyors
APR 12 M0
Please accept this submittal as the final component of the Plan of Action outlined in our letter
dated January 6, 2010.
1. Permit Condition #6 and #10
Addressed in our February 4, 2010 submittal.
11. Failure to Provide Operation and Maintenance
The deficiencies have been addressed and the Owner has started an on -going maintenance
program. Please refer to the attached Memorandum to File for additional information.
1I1. Failure to Submit a Designer's Certification
The required Professional Engineer's Certification is attached.
I hope that this letter sufficiently addresses the items contained in the Notice of Violation. Please
do not hesitate to call if you have any questions or need any additional information at this time.
With best regards,
Rivers a d Associate Inc.
01✓
F. Durward Ty on, Jr., P.E.
Project Manager
Attachments
cc: Garris Evans Lumber Company
PO Box 2548
Greenville, NC 27836
.107 East Second Street. Greenville. NC 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • FAX [phone]
E-mail: riN•[e-mail]

Itive- ,
&Associates,Inc.
5ince1918
MEMORANDUM
TO: File
FROM: Durk Tyson
DATE: April 8, 2010
SUBJECT. Garris Evans Lumber Company
New Bern, North Carolina
listed below are the contents of an email from Kyle Garner (L. R. Griffin ) dated April 8, 2010:
Dirk, see attached pictures from the Garris Evans location in New Bern.
First picture is overall shot ofponr. Notice the abundance of cattails.
These have been sprayed but control of cattails this bad will be an ongoing
project throughout the year. They just keep conning up all during the
season. Also, notice outlet structure with debris guard and pvc orifice pipe
in place. Next series of pictures shows sediment buildup in front of inlet
pipe that we are scheduling to be cleaned out early next week. Last picture
shows outlet ditch that we removed check darn and cut cattails so water can
flow on to road ditch. Let me know if you need any more information.
Kyle
Attached photographs:

5

5

foe
ivers
Ht Associates,inc.
Since 1918
January 6, 2010
Ms. Amy Adams
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section
943 Washington Square Mail
Washington, North Carolina 27889
Subject: NOV-2009-PC-1031
Garris Evans Lumber Company
Craven Co1111ty, North Carolina
Stormwater Management Permit No. SW7060819
Dear Ms. Adams:
JAN 7 2010
Ii nginecrs
Planners
Surveyors
Please accept this submittal in response to.the subject Notice of Violation dated December 30,
2009. I have listed below responses to the observations and violations noted in your letter. Listed
below is our proposed Plan of Action.
1. Pe,fffi I tc Condition #G.and -##10: _
As;rioted'iniyou=report;.the Owner, has. installed gravel in the areas noted as "Future" on
the approved plans. Our office is ct'rrently-conductin`g'-the necessary field investigations
in order to'revise the plans to•show the limits and drainage of the improvements.
The revised plans will be submitted to your office no later than January 29, 2010.
11. Failure to Provide Operation and Maintenance
The Owner is in the process of hiring a contractor to address the maintenance issues
addressed,in your inspection report and those contained in Fon-n S vy'401—Wet Detention
Basin O&M-Rev4.
Due to the weather dependency of this work, we anticipate its completion within the next
60 to 90 days. We will notify your office upon completion of the repairs.
III. Failure to Submit a Designer's Certification
' At the completion:ofFconstruction in 2007,,no desigrier's ccrti'f4cation`was-sub mitted:,=;;
'.Ttie-r` dUirediProfessional: Engineer's Certification will be provided along with revised
plans addressed in Item I.
107 East Second Street. Greenville, \C 27858 • Post Office Box 929 • Greenville. NC 27835 • [phone] • FAX [phone]
E-mail. [e-mail]

ltive-irs
&Associatesjnc. —
5incei918
Ms. Amy Adams
January 6, 2610
Page Two
Engineers / Planners / Surveyors
I hope that this letter sufficiently addresses the items contained in the Notice of Violation, and
additional information will be forwarded as outlined in the Plan of Action. In the meantime,
please do not hesitate to call if you have any questions or need any additional information at this
time.
With best regards,
RiverWAsiat
nc.
u.E.
Project Manager
cc: Garris Evans Lumber Company
PO Box 2548
Greenville, NC 27836

A�
ia
NCDENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
December 30, 2009
CERTIFIED MAIL #7009 0080 0000 5655 3914
RETURN RECEIPT REQUESTED
Mr. David Evans Jr.
Garris-Evans Lumber Company
PO Box 2548
Greenville NC 27836
Subject: NOTICE OF VIOLATION
NO V-2009-PC-1031
Permit Condition Violations
Stormwater Management Permit No. SW7060819
Garris Evans Lumber Company
Craven County
Dear Mr. Evans:
Im
Natural Resources
wa:1�0
Dee Freeman
Secretary
This letter is to notify you are in violation of Title 15A North Carolina Administrative Code (NCAC) 2H
.1003 for failing to comply with terms, conditions and limitations of Stormwater Management Permit
No. SW7060819.
On December 10, 2009, Amy Adams of the Washington Regional Office performed an inspection to
determine the status of compliance with Stormwater Permit SW7060819. Permit Number SW7060819
was issued to you on October 3, 2006 for the Garris Evans Lumber Company site, located at 425 Garner
Road, New Bern, Craven County, North Carolina.
As a result of the site inspection and DWQ file review, the following observations and violations are
noted:
I. Permit Condition #6 and #10
DWQ observed that the "Future Gravel" areas listed on the permit and approved plans have been graveled
without approval from the Division. This is a violation of Permit Number SW7060819 Condition #6 and
Condition # 10 which states "Final plans including site layout and drainage for the "Future" area shall be
submitted and approved by the Division prior to the construction of any of the future impervious area"
and "the permittee shall submit final site layout and grading plans for any permitted future areas shown
on the approved plans, prior to construction."
North Carolina Division of Water Quality Intemet: wvvw.ncwaterguality.org
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarolina
Aaturally

II. Failure to Provide Operation and Maintenance
Condition X of Stormwater Permit SW7060819 requires that the permittee shall provide the operation and
maintenance necessary to operate the storm water controls.at optimum efficiency. "Specific operation
and maintenance failures are noted in the Comments section of your inspection report. Also, some ol'the
photographs taken during the site inspection are included. Please refer to the nerti, Operation and
Maintenance Agreement for solutions to noted problems.
M. Failure to Submit a Designer's Certification
Title 15A NCAC 2H .1008 0) requires that upon completion of construction, the designer for the type of
stormwater system installed must certify that the system was inspected during construction, was
constructed in substantial conformity with plans and specifications approved by DWQ, and complies with
the requirements of this Section. As of the date of this letter, DWQ has not received this certification.
Required Response
This Office requires that you respond to this letter in writing to the address listed at the
bottom of the letterhead within 30 calendar days of receipt of this Notice. Please provide a
written "Plan of Action" which outlines the actions you will take to correct the following
violation(s) and a time frame for completion of those actions.
1. Please submit the required final plans and drainage for the now developed "Future" areas in
accordance with the permit .
2. Please submit the required Professional Engineer's Certification.
3. Please provide for the maintenance issues listed oil your inspection report.
Thank you for your immediate attention to this matter. Please be advised, these violations and any
continuing or future violations are subject to a civil penalty assessment of up to $25,000.00 per day
for each violation pursuant to North Carolina General Statute 143-215.6A. This office requires that
the violations, as detailed above, be abated and properly resolved. Should you have any questions
regarding these matters, please contact either Amy Adams or myself at [phone].
Sincerely,
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
Wet Detention Pond O&M Form
cc: John Hennessy- NPS-ACOU
Rivers & Associates
WaRO Files
DWQ Central Files

State Stormwater Inspection Report
General
Project Name: Garris Evans Lumber Company
Permit No: SW7060819
Expiration Date: 10/31/2016
Contact Person: David Evans Jr.
Phone Number:
Inspection Type: Complaint
Inspection Date:12/10/09
Time In: 1:I OPM
Time Out: 2:15PM
Current Weather: overcast, breezy, cold
Recent Rain (Date)? unknown
Rain — in
Location
Facility Address / Location: 425 Garner Road
City: New Bern Zip: County: Craven Lat 3511 3'26.81 "N Long: 77' 0'50.61 "W
Permit Information
Rule Subject to (circle
one): 1988 Coastal Rule
1995 Coastal Rule
2008 Coastal Rule Session Law 2006-246
Goose Creek
HighQuality atcrs
Outstanding Resource Waters
Density (circle one):
High (HD)
Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
t Wet Ponds
Infiltration Basins
Infiltration Trenches
LD Swales Stormwater Wetlands
Dry Ponds
Bioretention
Permeable Pavement
Sand filters (circle one) Open Closed
Cistern
Level Spreader/Filter Strip
Other (specify):
File Review
Yes No NIA NIF
1. Is the permit active?
X
2. Signed Engineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
Site Visit: Built Unon Area IBtJAI
Yps No NIA NIF
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA aspermitted) is graded such that the runoff drains to the system? (high density on]
X
7. Drainage area is consistent withpermit? (i.e. no un ermitted drainage to the SW BMPs)
X
8. Drainage area is stabilized? to reduce risk of sedimentation to the SW BMPs
X
Site Visit: Stormwater BMPs
Yes No NIA NIE
9. Stormwater BMPs are located per the a roved lans?
X
10. Stormwater BMPs have dimensions e . length, width, area matching the a2proved tans?
X
11. Stormwater BMPs are constructed per the approvedplans?
X
Site Visit: Oneration and Maintpnancp
Ypc No NIA NIF
12. Access points to the site are clear and well maintained?
X
13. Trash has been removed as needed?
X
14. Excessive landsca a debris Crass clippings, leaves, etc is controlled?
X
15. Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
X I
Site Visit: Other Permit Conditions Yes No NIA NIE
17. Is the site compliant with other conditions of thepermit? I X
Site Visit: Other Water Quality Issues Yes No NIA NIE
18. Is the site compliant with other water quality issues as noted durin the inspection? I X
State Stormwater Inspection Report, Version 10 Page 1 of 2

State Stormwater Inspection Report
1. It appears the areas specified as "Future Development" have been graveled without site layout and drainage being submitted and
approved by this office as per the permit condition #b and # 10. Please submit the required documents for approval.
2. The stormwater system has not been certified by a professional engineer as required by both the permit and NC Administrative
Code (NCAC). Please submit the required P.E. Certification to this office.
3. Several items of operation and maintenance have not been addressed as per the permit requirements. This includes maintenance
of vegetation on the side slopes, removal of trash, re -grading and re -vegetating any eroded areas. These maintenance items
should be addressed immediately,
Compliance Status ❑ Compliant X Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: b Reference Number: NOV-2009-PC-1031
Inspector Name and Signature: 0'. nAaAy
- j j-',
Date:
Slate Storm«,ater Inspection Report, Version 3.0 Page 2 of 2

UNirED Sr;
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Postage $
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Certified Fee
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RaWm Receipt Fee _
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(Endorsement Required)
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cr MR. DAVID EVANS, JR jN
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c3 GARRIS-EVANS LUMBER COMPANY
ror PO
crrs's PO BOX 2548
GREENVILLE NC 27836
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............
Class Mail
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■ Complete items 1, 2, and 3. Also complete
A. Slgn ure
Item 4 if Restricted Delivery Is desired.
❑ Agent
X
■ Print your name and address on the reverse
tC��� ❑ Addressee
so that we can return the card to you.
g, a by (Printed Name) C. Da a of D livery
■ Attach this card to the back of the mailplece,
tved
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or on the front if space permits.
D. Is delivery address different from Item 1?. ❑ Y6s
1. Article Addressed to:
If YES, enter delivery address below: ❑ No
r MR. DAVID EVANS, JR
I
GARRIS-EVANS LUMBER COMPANY
3. Serv, .
I PO BOX 2548
G RE E N V I LLE NC 27836
Mterttfled mail O Expre" Mail
I
❑ Registered ❑ Return Receipt for Merchandise
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❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Exl,^a Fee) ❑ Yes
{
2. Article • —` __ _ _ _ _ _
7009 0080 0000 5655 3914
Ps Form 3811, February 2004 Domestic Return Receipt 102595-02-M-154c

WET DETENTION O & �M Inspection Checklist
1.
Inlets are located per the approved plans:
Z
LJ
LJ
LJ
2.
Inlet device (swale or pipe) is free of damage, clogs or erosion:
❑
®
❑
❑
3.
Forebay berm is in place and without erosion:
❑
❑
❑
4.
Forebay is free of excessive sediment:
❑
❑
❑
any, L PE
IDE S rS0�
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A>
i.. _...Eb. b�iAi..p I a... ftf^..�� V}.�'Afl94li�'�F.'!fIF�'4:e5:�.....� .�i7°.�N/15� i.•..a 1. rl�
�Y a. �lf..•f
�.
5.
Vegetated slopes are 3:1 or less:
®
❑
❑
❑
6.
Banks are stable and free of erosion or bare soil:
®
❑
❑
❑
7.
Slopes or berms are free of woody vegetation:
❑
®
❑
❑
8.
Free of muskrats or beaver activity:
®
❑
❑
❑
9.
Grass is being maintained and mowed (not scalped) as required:
❑
®
❑
❑
10. Vegetated shelf is 6:1 or 10:1 as permitted and properly vegetated:
❑
®
❑
❑
11. Algal growth covers less 50% of the area:
®
❑
❑
❑
12. Cattails, phragmites or other invasive plants cover less than 50% of the basin surface:
®
❑
❑
❑
13. Main treatment area is free from excess sediment accumulation:
®
❑
❑
❑
'4.'iM� 1 is *e' y <� i ,rjA "°,r. x?"a", cl� ' 1 g �, rie:� k fit• 7 t t ne s
TLETS
OUPI i
++ t rc P A`
14. Swale or emergency outlet bypass is in the correct place and is in good condition:
®
❑
❑
❑
15. Drawdown device is correctly sized free of damage or clogging:
®
❑
❑
❑
16. Orifice size matches the approved plans
®
❑
❑
❑
17. Outlet is free of erosion or other signs of damage:
®
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❑
❑
18. Trash rack is installed
❑
®
❑
❑
19. Vegetated filter is in place (if applicable)
❑
❑
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20. Relative elevations match approved plans
®
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21. Fountain pump (if permitted) is less than or equal to the maximum allowable size:
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®
❑
V3.3_09

SP?o6orn
Vinson, Scott
From: Vinson, Scott
Sent: Tuesday, August 28, 2012 5:23 PM
To: Massengale, Susan
Cc: Hodge, At; Bennett, Bradley; Matthews, Matt; Kees, Diana; Thorpe, Roger; Moore, Bill
Subject: Regarding Property Flooding During Heavy Rains
Susan,
I visited the Garris Evans Lumber site (Craven Co,) again last week and found the site to be in compliance with their State
SW permit, SW7060819. My previous inspection back in January only turned up some minor compliance issues but were
immediately corrected by the owner. Al was correct in his August 8 email, it appears that Garris Evans altered the
drainage patterns by raising their site by 3-5 feet in areas immediately behind and adjacent to the Williams' property.
This could very well have blocked some drainage, thereby causing flooding under certain rain events where there had
been less or none in the past. This is where I believe page 2 of the 1988 Pendergrast v Aiken letter would apply.
It could also be that the downstream DOT culvert is becoming inadequate for the drainage basin during large storm
events as development grows. Craven County planning contacted DOT some time ago to ask that they look into this
situation. I believe they did & told them that the pipes and culverts appeared to adequately sized for their minimum
design storm (25yr.) and were draining appropriately, but would try to get back out to the site during or immediately
after a large rain event. I do not believe DOT will be increasing any of the culverts any time soon.
If you have any questions please call or write,
Scott
SCOTT VINSON
NCDENR- DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
(
`w Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Hodge, Al
Sent: Monday, August 13, 2012 8:07 AM
To: Vinson, Scott; Adams, Amy
Subject: FW: Regarding Property Flooding During Heavy Rains
f y i
From: Joy Williams [mailto:williamsr j('Osuddenlink.net]
Sent: Thursday, August 09, 2012 6:26 PM
To: Massengale, Susan
Cc: Kees, Diana; Office of the Governor; Hodge, Al; Matthews, Matt
Subject: Re: Regarding Property Flooding During Heavy Rains
Ms. Massengale,
Garris Evan company was not incompliance with the storm water permit and was directed to do repairs. Yes
,their may be other factors that began when Garris Evans company built next door to me.[ have lived here for
20 years and have never experience any FLOODING. Again I say that on Garner Rd, there are only two AFRO
American Families and the only two properties that FLOOD this is STRANGE to use. It sounds like your job is

represent companies bringing revenue into North Carolina, and not hard working average income families like
myself that are being negatively impacted by the States decision to approve these establishments with no
regards to others .
Joy Williams
From: Ma en ale Susan
Sent: Wednesday, August 08, 2012 5:10 PM
To: williamsr iC&suddenlink.net
Cc: Kees. Diana ; Office of the Governor ; Hodge. Al ; Matthews Matt
Subject: Regarding Property Flooding During Heavy Rains
Mrs. Joy Williams
411 Garner Road
New Bern, NC 28560
Hello Mrs. Williams,
1 received a copy of your email today and have spoken with staff about your issue.
You may remember that the Division of Water Quality was involved with a multi -agency review of your situation back in
2010 that included representatives from the Department of Transportation and the Natural Resources Conservation
Service.
At present there are two businesses located near you that have stormwater permits from our agency. My understanding
is that the lumber company is in compliance with their stormwater permit. Another nearby business had problems with
their stormwater system and were directed to make repairs. We received an engineer certification stating that those
repairs had been properly made and that the system is in full compliance. DWQ staff is expected to do a follow-up
inspection to verify system compliance with its permit. However, it has not been determined if this company, compliant
or not, is contributing to the flooding you are experiencing. There are other possible factors that might affect the water
flowing on your property.
I intend to write to you again after the inspection has been completed so you will have the most current information.
Sincerely,
Susan Massengale
Susan Massengale
Public Information Officer
DENR- Division of Water Quality
1617 MSC, Raleigh, NC 27699-1617
(9.19) 807-6359; fax [phone]
['lease note: my e-mail address has changed to susan.massengale0y nedenr.gov_
E-mail correspondenee to cmcl ftom this address may he subject to the
Norlh Carolina Public Recr»•ds Lcm, and tnay he disclosed to third parlies.

(-1Z]uen (0utltu
Office of Planning
and
Community Development
Donald R. Baumgardner, Director
R. Chad Strawn, Assistant Director
Shelton P. Toler, Chief Building Codes Inspector
October 6, 2011
Joy Williams
411 Garner Rd
New Bern, NC 28562
Dear Ms, Williams,
Human Services Annex
2828 Neuse Boulevard
New Bern, North Carolina 28562
Planning & CD [phone]
Fax [phone]
Inspections [phone]
Fax [phone]
1 a111 writing this letter to give you my official opinion and provide you with recommendations
regarding your drainage problem at your'honle at 411 Garner Rd. It is my understanding that you have
been experiencing these drainage problems for the past 4 years.
Your drainage problem is three fold and they are outlined below,
1) Problems associated with the outlet pilie at the intersection of Old Cherry Point Road and Garner
Road. According to the attached report produced by Patrick Baker with Craven Soil & Water
Conservation District, the 24 iltch culvert at this location has accumulation of vegetative debris
at the inlet of this culvert, which restricts the flow of water into this culvert. He also has some
conecre}s with the placement of this pipe, because the water that is coming to this culvert from
Garner Road has to make a %,cry sharp turn which would greatly restrict the flow of water trying
to cross under Old Cherry Point Road. We will make contact with NCDOT regarding this
concern and you may also want to contact Gordy Eure at 514-4716.
2) Garris Evans Lumber Company_ property elevation. In my opinion the elevation of the Garris
Evans property behind your home has caused the rainwater that runs off your home to get
trapped on your back property line. Also, when the State right of way ditch in the front of your
property backs up it may spill into your yard.
3) Rear property line overflow pipe that runs along ro ert y line between 409 and 411 Garner
Road. As pointed out in the attached document from Craven Soil & Water Conservation
District, the 18 inch plastic pipe that runs along the property lines of 409 and 411 Garner Road
installed to carry water from the rear of the lots to the State right of way ditch was installed with
no grade on the pipe. This pipe needs to be installed on a grade to allow for gravity flow, so
water from the rear of your yard can flow to the State right of way ditch. Until the drainage back
up problem is resolved along the State right of way ditch, this pipe may allow water from the
road to back up into your yard.

Until the following issues are resolved, YOU -may want to consider the following recommendations to
mitigate damages to your borne.
1) When you replace your duet work for your heating and air system, it is recommended for you to
install that duct work in the attic of your home. It is also recommended that you elevate your
heat prnnp at least two feet off the ground to prevent water from entering the heat pump.
2) To mitigate all damages associated with this drainage problem it is recommended that you
elevate your Koine to at least two feet above the highest adjacent grade of your property.
I hope this summary gives you some insight on your drainage problem. If you have any questions
do not hesitate to give me a call.
Sincerely,
Richard Chad Strawn, CFM, CZO
Assistant Director of Planning and Community Development
Craven County

Vinson, Scott
From:
Vinson, Scott
Sent:
Monday, January 30, 2012 3:21 PM
To:
'John Evans'
Cc:
David Evans, Jr.
Subject:
RE: Gams Evans Lumber Co. New Bern
John,
Thank you for the photos. The work looks good. I don't recall if we discussed the need for seeding the fill dirt, but
you're going to want to overseed the soil as soon as you can to keep it stabile and in place during rain events. I am
following up with NCDOT and the county planning office and will keep you informed as to any potential outcome.
Sincerely,
Scott
SCOTT VINSON
NCDENR- DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27669
OFFICE:[phone]
DIRECT:[phone]
Before printing this email, please consider your budget and the environment.
*E-nail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: John Evans [mailto:[e-mail]]
Sent: Friday, January 27, 2012 3:29 PM
To: Vinson, Scott
Cc: David Evans, Jr.
Subject: Garris Evans Lumber Co. New Bern
1/27/12
Scott
Attached are pictures of the work done per your requests. I placed dirt along the existing crest to prevent any rain
water from flowing down the hill. The newly added dirt is at least 8" higher than the previous elevation. This can be
seen by looking closely at the blocks at the diesel tank. There is also a picture of the cleaning done by the outlet pipe
coming from the storm water retention pond. If you have any questions please email or call
me 252-717-8886. The store in New Bern is open from 7-4 Monday through Friday and 8-12 on Saturday if you need to
go inspect.
Please respond so I know that you received this reply and state that all matters are acceptable unless further items need
to addressed.
Sincerely,
John Evans
President Garris Evans Lumber Co.

Vinson, Scott
From:
John Evans [e-mail]]
Sent:
Friday, January 27. 2012 3:29 PM
To:
Vinson, Scott
Cc:
David Evans, Jr.
Subject:
Gams Evans Lumber Co. New Bern
Attachments:
New Bern Yard 3; New Bern Yard 4; New Bern Yard 5; New Bern Yard 6; New Bern Yard 7; New Bern Yard 1; New Bern Yard
2; New Bern Yard B
1/27/12
Scott
Attached are pictures of the work done per your requests. I placed dirt along the existing crest to prevent any rain
water from flowing down the hill. The newly added dirt is at least 8" higher than the previous elevation. This can be
seen by looking closely at the blocks at the diesel tank. There is also a picture of the cleaning done by the outlet pipe
coming from the storm water retention pond. If you have any questions please email [e-mail] or call
me 252-717-8886. The store in New Bern is open from 7-4 Monday through Friday and 8-12 on Saturday if you need to
go inspect.
Please respond so I know that you received this reply and state that all matters are acceptable unless further items need
to addressed.
Sincerely,
John Evans
President Garris Evans Lumber Co.

Vinson, Scott
From: John Evans [e-mail]
Sent: Friday, January 27, 2012 3:37 PM
To: Vinson, Scott
Subject: Garris Evans Lumber Go
Attachments: I MAG0050.ipg
Scott,
The ditch from this pipe needs to be cleaned all the way to the corner of Garner Road and Old Cherry Point Road.
Please contact the DOT and explain your issues.
John Evans
From: neillnbbsahotmail.com [mailto:neillnbbsC�hotmail.corn
Sent: Friday, January 27, 2012 3:01 PM
To: [e-mail]
Subject:
Sent from my HTC InspireTm 4G on AT&T

Vinson, Scott
From: John Evans [e-mail]]
Sent: Friday, January 27, 2012 4:22 PM
To: Vinson, Scott
Subject: John Evans
Attachments: ]MAG0051.jpg
Scott,
Enclosed is another picture of our outlet pipe. If the ditch on Garner Road was maintained the water would flow better.
John Evans
From: [e-mail] jmaifto:[e-mail]]
Sent: Friday, January 27, 2012 4:01 PM
To: [e-mail]
Subject:
Sent from my HTC InspireTM 4G on AT&T

�lie "Islay
.,

P.O. Box 2548
AtGARRIS Greenville, N.C. 27836-0548
EVANS [phone]
FAX [phone]
Lumber CO_ www•garrisevans.com
January 19i11 2012
To: Scott Vinson, Environmental Engineer
Surface Water Protection Section
Washington Region Office
Subject: Garris Evans Lumber Co
424 Garner Road
New Bern N.C.
Stormwater Management Permit 9SW7060819
From: John Evans
President, Garris Evans Lumber Co
P.O. Box 2548
Greenville NC 27836
RECEIVED
JAN 2 3 2012
DWQ.WARO
Per your request and Notice of Deficiency we will fill and re -grade the area necessary to
make all water drain back into the permitted storm water control system. The work
should be done within 30 days.
John Evans
President
GREENVILLE LOCATION NEW BERN LOCATION WILSON LOCATION
701 West 14" Street 425 Garner Road 714 S. Lodge St.
Greenville, N.C. 27834 New Bern, N.C. 28560 Witson, N.C. 27893
[phone] [phone] [phone]
FAX [phone] FAX [phone] FAX [phone]

1 ' A*1A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild,-P. E. Dee Freeman
Governor Director Secretary
January 13, 2012
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2548
Greenville, NC 27836
Subject: NOTICE OF DEFICIENCY
Stormwater Management Permit No. SW7060819
Garris Evans Lumber Company— New Bern Site
Craven County
Dear Mr. Evans:
This letter is to notify you are in violation of Title 15A North Carolina Administrative Code (NCAC) 2H .1003 for failing
to comply with terms, conditions and limitations of a Stormwater Management Permit No. SW7060819.
On January 6, 2012, Mr. Scott Vinson of the Washington Regional Office performed an inspection to determine the status
of compliance with Stormwater Permit SW7060819 as a result of a complaint received through the Craven County
Planning Department. Permit Number SW7060819 was issued to you on October 3, 2006 for the Garris Evans Lumber
Company — New Bern Site, located on Garner Road off US Hwy 70 south of James City, Craven County, North Carolina.
As a result of the site inspection and DWQ file review, the following observations and violations are noted:
I.Permit Condition #I.5.,
DWQ observed that a small graveled area located on the left after entering the gate to the storage area was not properly
draining to the wet detention pond by means of the interior drop inlet and piped collection system. This is a violation of
Permit Number SW7060819 Condition #I.5. which states, "The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control system per approved plans."
Required Resvonse
1. This Office requires that you respond to this letter in writing 4o the address listed at the bottom of the
letterhead within 10 calendar days of receipt of this Notice. Please provide a written "Plan of Action" which
outlines the actions you will take to correct the following violation(s) and a time frame for completion of
those actions.
This office requires that the violations, as detailed above, be abated and properly resolved and that all built -upon area
runoff be directed into the stormwater control system, ie wet detention pond. Please note also that the above violation
addresses the Division of Water Quality's requirements of treatment of built -upon area runoff from your development but
most likely will not resolve the drainage issues on your neighbor's property. The drainage and flood control issues that
North Carolina Division of Water Quality Internet www.ncwaterquality ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarohna
An Equal Opportunity/Affirmative Action Employer — 50% Recydedl10% Post Consumer Paper Natutially

The email below has been forwarded to your office for attention. Please copy governor.officeOnc.ggy on any
response to this citizen's concern.
Thank you for your assistance with this matter.
Office of the Governor Bev Perdue
20301 Mail Service Center
Raleigh, NC 27699
1-800-662-7952 (for NC residents only)
919/733-4240
919/733-2120 (fax)
[e-mail]
http://www.governor.state.ne.usL
04
From: Joy Williams [[e-mail]]
Sent: Thursday, January 19, 2012 7:02 PM
To: Office of the Governor
Subject: Fw: DWQ Letter
Dear Governor,
I am requesting your assistance with this flooding problem .I have contacted several of Gov. offices seeking
help. My family and I have been residing at 411 Garner rd. road for 20 yrs. this is our only home.
Since Garris Evan Lumber yard company has been permitted to build my property has been flooding, it is
impossible to maintain our dwelling under these circumstances. I've contacted the owner of the lumber yard
he practically curse me out. I talk to Steve Tyson via email and phone , He doesn't return phone calls nor does
he respond to emails. Chad Straun at Craven County planning has been providing me with information and
assisting me regarding the flooding . We spent $10.000. last year to replace heating system and duct work,
$5000.00 replacing floors and flooring, ect and these funds came from working numerous hours of overtime
at our place of employment. My husband and I cant keep doing these unnecessary repairs. We are also
grandparents raising grandchildren ages 2,3,4,E and have our own child which is 10 years old . Very simple it
not right at all .Also there are only 2 Black American families on this road and our property is the only one that
flood. Unfortunately we not wealthy people. I cant relocate , move the house or continue to repeat these
repairs yearly due to negligence,disrespect,inhumane behavior which Mr.. Evans display.We need your help.
Any assistance provided would be greatly appreciated.
Mr. & Mrs. Ray. Joy Williams

PF. ' .
Vinson, Scott
From:
Massengale, Susan
Sent:
Friday, January 20, 2012 2:28 PM
To:
Vinson, Scott
Cc:
Hodge, Al
Subject:
FW: DWQ Letter
Attachments:
DWQJW.pdf
Importance: High
Hi Scott,
When you get this give me a call and lets chat.
Thanks,
Susan
Susan Massengale
Public Information Officer
DENR- Division of Water Quality
1617 MSC, Raleigh, NC 27699-1617
[phone]; fax (gig) 8o7-6492
Please note: my e-mail address has changed to [e-mail]
E-mail correspondence to and front this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Kees, Diana
Sent: Friday, January 20, 2012 11:49 AM
To: Massengale, Susan
Subject: FW: DWQ Letter
Importance: High
Can you look into this and let me know how we should proceed?
Diana Kees
Communications Director
N.C. Dept. of Environment and Natural Resources
16oi MSC, Raleigh, NC 27699-i6oi
[phone]
A'I'I'N: My telephone/FAX number has changed to [phone].
Connect with us: MA
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: Office of the Governor
Sent: Thursday, January 19, 2012 8:34 PM
To: Kees, Diana
Subject: FW: DWQ Letter
Importance: High

flooding at 411
garner rd. Irene
VIEW SLIDE SHOW DOWNLOAD ALL
This album has 4 photos and will be available on SkyDrive until
4/18/2012.
From: Ashley Wiggins
Sent: Thursday, January 19, 2012 8:42 AM
To: williamsr j@suddenlink.n_et
Subject: DWQ Letter
Joy,
Please find attached the letter from DWQ. I have also placed a copy in the mail for you.
If you have any questions please let us know,
Thank you.
Ashley C. Wiggins
Administrative Assistant
Craven County Planning & Inspections Department
Phone [phone]
Please Note ALL Craven County email addresses have changed to [e-mail].
All email correspondence to and from this address are subject to the North Carolina Public Records Law, which may
result in monitoring and disclosure to third parties, including law enforcement.
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 by an authorized
state official.
3

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
January 13, 2012
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2548
Greenville, NC 27836
Subject: NOTICE OF DEFICIENCY
Stormwater Management Permit No. SW7060819
Garris Evans Lumber Company — New Bern Site
Craven County
Dear Mr. (vans:
This letter is to notify you are in violation of Title 15A North Carolina Administrative Code (NCAC) 2H .1003 for failing
to comply with terms, conditions and limitations of a Stormwater Management Permit No. SW7060819.
On January 6, 2012, Mr. Scott Vinson of the Washington Regional Office performed an inspection to determine the status
of compliance with Stormwater Permit SW7060819 as a result of a complaint received through the Craven County
Planning Department. Permit Number SW7060819 was issued to you on October 3, 2006 for the Garris Evans Lumber
Company — New Bern Site, located on Garner Road off US Hwy 70 south of James City, Craven County, North Carolina.
As a result of the site inspection and DWQ file review, the following observations and violations are noted:
I. Permit Condition #I.5.,
DWQ observed that a small graveled area located on the left after entering the gate to the storage area was not properly
draining to the wet detention pond by means of the interior drop inlet and piped collection system. This is a violation of
Permit Number SW7060819 Condition #1.5. which states, "The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control system per approved plans."
Required Response
This Office requires that you respond to this letter in writing to the address listed at the bottom of the
letterhead within 10 calendar days of receipt of this Notice. Please provide a written "Plan of Action" which
outlines the actions you will take to correct the following violation(s) and a time frame for completion of
those actions.
This office requires that the violations, as detailed above, be abated and properly resolved and that all built -upon area
runoff be directed into the stormwater control system, ie wet detention pond. Please note also that the above violation
addresses the Division of Water Quality's requirements of treatment of built -upon area runoff from your development but
most likely will not resolve the drainage issues on your neighbor's property. The drainage and flood control issues that
North Carolina Division of Water Quality Intemet: www.ncwateraualitv.org
943 Washington square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NoffhCarolina
An Equal Opportunity/Affirmative Action Employer —50% Recycledl10% Post Consumer Paper Aaturally

Page 2 of 2
resulted in the complaint against your development are not within the Division's regulatory authority, however we
strongly encourage you to take appropriate measures and contact your neighbor, your design consultant and the Craven
County Planning Department in order to help alleviate your neighbor's ongoing problems. Should you have any questions
regarding these matters, please contact me at [phone].
Sincerely,
���
Scott Vinson, Environmental Engineer
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
cc: Jason Frederick, Craven County Planning Department
'Washington Regional Office File

Compliance inspection Report
Permit: SW7060819 Effective: 10/03/06 Expiration: 10/03/16 Owner: Garris-Evans Lumber Company
Project: Gauls Evans Lumber Company - Express
County: Craven Garner Rd Old Cherry Point Rd
Region: Washington
New Bern NC 28560
Contact Person: David Evans Title: Phone:
Directions to Project:
From intersect of NCSR 1121 (Garner Rd) and NCSR 1113 (Old Cherry Point Rd) project is approx 1 000'on the left
Type of Project: State Stormwater - HD - Detention Bond
Drain Areas: 1 - (Brice Creek) (03-04-10 ) ( C;Sw,NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 01106/2012 Entry Time: 01:00 PM
Primary Inspector: Scott A Vinson
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
M State Stormwater
(See attachment summary)
Exit Time: 01:45 PM
Phone: [phone]
Ext.208
Inspection Type: Compliance Evaluation
Page: 1

Permit: 5W7060819 Owner • Project: Garris-Evans Lumber Company
Inspection Date: 01/06/2012 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
Please regrade the graveled area so that it will properly drain to the pond. Please continue to check all other perimeter
areas to keep all the impervious area including building roof drainage to the wet detenion pond.
Overall the wet deteniton pond appears to be in good shape. Please continued to collect trash and debris around and out
of the pond and dispose of properly. Please continue to properly mainatine and mow the side slopes, wetland shelf and
outlet structure.
Page: 2

G
Permit: SW7060819 Owner - Project: Garris-Evans Lumber Company
Inspection Date. 01/06/2012 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Files Roviour Yes No NA NE
Is the permit active? ■ ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ■ ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ■ ❑
Comment:
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ■ ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ■ ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ■ ❑ ❑
Comment: There is a small area of gravel immediately located on the left after
entering the gate which does not drain towards the interior drop inlet and piped
collection system leading to the wet detention pond. The area is used to store typical
construction materials and has become bowl shaped with erosive gullies leading toward
the property line and away from the collection system. This area needs to immediately
be regraded such that all of the graveled 1 impervious area will drain to the pond as
required under the permit.
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
■
❑
❑
❑
Are the inlets located per the approved plans?
■
❑
❑
❑
Are the outlet structures located per the approved plans?
■
❑
❑
❑
Comment:
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
■
❑
❑
❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ
❑
❑
❑
■
upon request?
Comment: Please submit to the Division a copy of all pond inspection and
maintenance records retained over the past year.
If proper maintenance records have not been maintained per Section II. no. 4 of the
permit, it is imperative that these records be started and kept on file immediately.
Other Permit Conditions
Yes
No
NA
NE
Is the site compliant with other conditions of the permit?
■
❑
❑
❑
Comment:
Other WQ Issues
Yes
No
NA
NE
Page: 3

Permit: SW7060819 Owner - Project: Gams -Evans Lumber Company
Inspection Date: 01106/2012 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Is the site compliant with other water quality issues as noted during the inspection? ■ ❑ ❑ Q
Comment:
Page: 4

Vinson, Scott
From: Jason Frederick [e-mail]
Sent: Monday, February 20, 2012 8:03 AM
To: Vinson, Scott
Subject: Fw: Old Cherry Point -Garner Rd. Pipe
Scott,
I am forwarding you a previous email between DOT and our office that outlines their stance on this subject. After you
read this and still feel like you want to meet with DOT then let me know and I will try to arrange something.
Sincerely.
J 1t `fe,1e.- -e1
Jason R. Frederick, CFM
planner II
Craven County Planning Deliaitinent
2828 Netise Blvd.
New Bern, NC 28560
(Otfce)252-636-6618 (Fax)252-636-5190
einail-ri ederickCmcravencomitylic.gov
Forwarded by Jason Frederick/CravenCounty on 02/20/2012 08:00 AM
Mmuctl Ta"ritta
Ili
From: "Smith, Reed" <[e-mail]>
To: Jason Frederick <[e-mail]>
Cc: "sawyer, David M" <[e-mail]>, Don Baumgardner<[e-mail]>
Date: 02/08/2012 04:59 PM
Subject: RE: old Cherry Point -Gamer Rd. Pipe
Jason,
I thought that you and I had talked about this issue but, for the record, here is where I believe this project stands.
I received the report prepared by Patrick Baker and have reviewed it. I have spoken on the phone with who I
believe is the property owner who has experience the most flooding and is driving this issue. At this point I do
not know specific rain events when this area has flooded, other than extreme rain events which are off the charts
of something we would design for, which I explained to the property owner. I told her that I want to see this
drainage system functioning in a significant rain event to see if the pipe under Old Cherry Point Highway is part
of the problem (is it clogged, is it flowing full, is the outlet downstream of the pipe unobstructed, etc.), and
since I talked to her a month or so ago we have not had a significant rain event, just light rains. If observation
shows any sign that this pipe is part of the problem then I will send a request to our Hydraulics Unit to
investigate the site to determine whether the pipe is properly sized.
One item not mentioned in the Baker report, but discussed at length with the property owner and which stuck
out like a red flag when I visited the site, is that Garris Evans lumber company was recently built behind her
house. Do you know how much new impervious surface was created when that site was constructed? They
hauled in'lots of fill dirt to raise the elevation of the lot (now higher than many of the property owners lots along
Garner Road), created lots of impervious roof tops and parking areas (that used to soak in the ground) which
drain to a stormwater pond, probably designed for a 10 year storm (NCDOT crosslines are designed for a 25
year storm), which overflows to the roadway ditch. She told me that she didn't have these types of flooding
problems before Garris Evans was built, so based on what she told me and what I saw I'm thinking the flooding
issue may be a result of the Garris Evans facility and not the pipe under Old Cherry Point Highway. Has the

County talked with Garris Evans and, if so, what do they say? Has anyone checked their stormwater permit and
made sure that their facility was constructed as designed and permitted?
When the next significant rain event occurs I will personally visit this site (or have someone in my office do so
if my schedule doesn't allow) and will let ya'11 know what I find. If you want I'll give you a call when headed
out that way. But until that time or when someone can provide us dates that flooding occurred which did not
involve a hurricane or tropical storm I do not think that any action is warranted.
You note below that DWQ sent in a request to know where the process is. Can you explain their interest in this
issue?
Sincerely,
Reed Smith, District Engineer
Division 2 - District 2
NC Department Of Transportation
252-514-4716
From: Sawyer, David M
Sent: Monday, February 06, 2012 1:57 PM
To: Smith, Reed
Subject: FW: Old Cherry Point -Garner Rd. Pipe
Here is an email from the county office. How should I reply?
From: Jason Frederick[maiIto:[e-mail]]
Sent: Friday, February 03, 2012 8:43 AM
To: Sawyer, David M
Subject: Old Cherry Point -Garner Rd, Pipe
David,
I was in a meeting with Don and Chad and they wanted to know where we were with this drainage issue concerning
Garner Rd. and the Pipe that goes underneath Old Cherry Point Rd. DWQ sent a request as well to know where the
process was. I believe in the last meeting you were going to talk with Reed and possibly include the State Hydrologist?
Sincerely,
(gr#L?m T auntlgi
Jason R. Frederick, CFM
Planner II
Craven County Planning Depaninent
2828 Neuse Blvd.
New Bern, NC 28560
(Of ice)252-636-6618 (Fax)252-636-5190
[e-mail]
Please Note ALL Craven County email addresses have changed to name cravencount nc. ov.
All email correspondence to and from this address are subject to the North Carolina Public -Records Law, which may
result in monitoring and disclosure to third parties, including law enforcement.

Vinson, Scott
From: Vinson, Scott
Sent: Friday, February 17, 2012 5:00 PM
To: 'Jason Frederick'
Subject: FW: FW: Garis Evan Lumber Company & the Williams Residence
Jason,
Do you think we could get Don and anyone else that previously met with us on -site along with the local NCDOT district
or maintenance engineer & discuss the drainage issues again at the Williams residence? Let me know what you think.
Thanks,
Scott
SCOTT VINSON
NCDENR - DWQ
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
OFFICE:[phone]
DIRECT:[phone]
Before printing this email, please consider your budget and the environment.
*F-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Vinson, Scott
Sent: Thursday, February 02, 2012 3:22 PM
To: 'Jason Frederick'
Subject: RE: FW: Garis Evan Lumber Company & the Williams Residence
Jason,
I know when the group met down at Garris Evans we discussed the likely possibility of the NCDOT ditch & culvert system
playing a major role in the Williams flooding problem. Do you know if anyone from your office has contacted the DOT
District or Maintenance Engineer to discuss if these ditches can be cleaned out? If not, do you think we can get another
on -site meeting set up with them to see what DOT could do to help?
Thanks,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Jason Frederick[maiIto: [e-mail]
Sent: Wednesday, January 11, 2012 8:06 AM
To: Vinson, Scott
Subject: Re: FW: Garis Evan Lumber Company
Scott,
Thank you for the reply, if you need me to meet you on site let me know and l will make arrangements.

ATLA.
NC®EHR,
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2548
Greenville, NC 27836
Dear Mr. Evans:
Division of Water Quality
Coleen H. Sullins
Director
November 18, 2010
Dee Freeman
Secretary
Subject: Approved Plan Revision
Garris Evans Lumber Company -- New Bern Site
Stormwater Project No. SW7060819
Craven County
On September 13, 2010, the Washington Regional Office received a plan revision for Stormwater
Management Permit Number SW7060819. The revisions include showing the placement and proper drainage
of what was shown as "Future Gravel" areas on the original approved plans and will now have a concrete slab
with two (2) buildings. The buildings and concrete are proposed to properly drain to the wet detention pond.
There is no increase to the built upon area from the original permitted design issued on October 3, 2006. It has
been determined that a formal permit modification is not required for the proposed plan revision changes. We
are forwarding you an approved copy of the revised plans for your files. Please add the attached plans to the
previously approved plan sheets.
Please be aware that all terms and conditions of the permit issued on October 3, 2006 remain in full
force and effect. Please also understand that the approval of this revision to the approved plans for the subject
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted
to and approved through the Division of Water Quality prior to construction. The issuance of this plan revision
does not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer lI
SV: S:\WQS\SAV\STORMWATER\PLANREVISIONS\SW7060819
cc: ott Farmer, PE — Rivers & Associates
Uashington Regional Office
North Carolina Division of Water Quality Internet: www.rmaterquailty.org One
943 Washington Square Mall Phone: 252-946•64811 FAX: [phone] NorthCarobna
Washington, INC 27889 FAX: [phone] %r,dur'aliff

Ail
ive.
&Associates,[nc.
Since1918
�eptemlier�l0;�-2010 � '
Mr. Scott Vinson
NCDENR - Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Garris Evans Lumber Company - New Bern
Stormwater Review SW7060819MOD
Dear Mr. Vinson:
Engineers
Planners
Stitrveyors
Please accept the enclosed plan sheet and modified sheet 2 of 4 (form SWU-101 Version 3,99) as
modification to the currently approved stormwater plan SW7060819 issued October 3, 2006. Please accept
this submittal'ajid'discard-the previously requested'n3odificatiori'submitied"August-10, 2010.
Pursuant to the conditions of the previously issued permit, this modification shows the addition of a 20,815
square foot concrete slab on existing gravel with two 9,200 square foot buildings constructed on the slab.
There is no net increase in impervious since the concrete slab is being placed on existing gravel. The
revised permit sheet and plan also indicate these changes and the corrected numbers. The modified plan
also shows the addition of swales that will drain roof water to existing drop inlets. The existing drop inlets
drain to the stormwater treatment facility.
Please note that the impervious numbers for drainage area one differ slightly from the approved plan due to
modifications made to restore compliance after a Notice of Violation issued December 30, 2009 (NOV-
2009-PC-1031.) The conditions of this NOV have since been satisfied. At that time some minor
discrepancies in calculations were corrected. The actual amount of impervious area has not exceeded the
amount of impervious area allocated by the permit.
If you have any questions, please feel free to call or email me. Thank you for your comments and I look
forward to hearing from you regarding this project soon.
With best regards,
AScott
ssociates, Inc.
er, P.E.
Project Engineer
Enclosures -- As Stated
Cc — David Evans — Garris Evans Lumber
SEP 13 2010
Dtl O-WARO
107 last Second Street, Greenville, NC 27858 • Post Office I3ox 929 • Grcenville. N(: 27835 • (252) 752-4.135 • FAX [phone]
I: -mail: ri%,ers@riN,crsandassoci�ites.com

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW7060819 and its issue date (if known) Oct. 3.2006
3. Specify the type of project (check one):
0 Low Density 0 High Density 0 Redevelop 0 General Permit 0 Other
4. Additional Project Requirements (check applicable blanks):
OCAMA Major OSedimemation/Erosion Control Q404/401 Permit ONPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
The first inch of Stormwater will be collected via a storm drainage pipe network into a wet detention facility where it will be released over a
period of two to five days.
2. Stormwater runoff from this project drains to the Neuse
3. Total Project Area: 6.81 acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 79.1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
,'Basin Information ..
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Brice Creek (27-101-40-(1))
Receiving Stream Class
C. Sw, NSW
Drainage Area
6.61
Existing Impervious* Area
2,339
Proposed Impervious*Area
231,764
% Impervious* Area (total)
78.9
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
60,362
On -site Streets
6,650
On -site Parking
12,195
On -site Sidewalks
1,415
Other on -site
144,739 Prop Imp. + 8,743 Future
Off -site
0
Total: 234,104
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

1� •
lvers
&Associates,Inc.
Since1918
,��Augusr 10;-2010
Mr. Scott Vinson
NCDENR - Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: Garris Evans Lumber Company - New Bern
. may.. ,YPI J +
AUG 1 12C10
Engineers
Planners
Surveyors
*� `
~ � ' 1
Stormwater Review SW7060819MOD r�&S�
Dear Mr. Vinson:
Please accept the enclosed plan sheet and modified sheet 2 of 4 (form SWU-101 Version 3.99) as doh
modification to the currently approved stonnwater plan SW7060819 issued October 3, 2006. 'A 9,4
fell,
Pursuant to the conditions of the previously issued permit, this modification shows the addition of a 16,100
SF building over existing gravel. There is no net increase in impervious. The modified plan also shows the '
addition of swales that will drain roof water to existing drop inlets. The existing drop inlets drain to the
stonnwater treatment facility.
Please note that the impervious numbers for drainage area one differ slightly from the approved plan due to
modifications made to restore compliance after a Notice of Violation. issued December 30, 2009 (NOV-
2009-PC-1031.) The conditions of this NOV have since been satisfied. At that time some minor
discrepancies in calculations were corrected. The actual amount of impervious area has not exceeded the
amount of impervious area allocated by the permit.
If you have any questions, please feel free to call or email me. Thank you for your comments and I look
forward to hearing from you regarding this project soon.
With best regards,
Rive and Assoc tes, Inc.
Scott Farmer, P.E.
Project Engineer
Enclosures — As Stated
Cc — David Evans — Garris Evans Lumber
107 East Second Strcet. Greeiiville, NC 27858 • Past Office Box 929 + Greenville. NC 27835 • [phone] • FAX [phone]
E-mail: risers@ rivcrsandassocia tes. com

e
2. If this application is being submitted as the result of a renewal or modification to an existing permit. list the
existing permit number SW7060819 and its issue date (if known) Oct. 3, 2006
3. Specify the type of project (check one):
❑ Low Density High Density ❑ Redevelop ❑ General Permit ❑ Other
9. Additional Project Requirements (check applicable blanks):
OCAMA Major FV Sedimentation/Erosion Control Q404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The First inch of Stormwater will be collected via a storm drainage pipe network into a wet detention facility where it will be released over a
period of two to five days.
2. Stormwater runoff from this project drains to the Neuse
3. Total Project Area: 6,81 acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 79.1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Brice Creek (27-101-40-(1))
Receiving Stream Class
C, Sw, NSW
Drainage Area
6.81
Existing Impervious* Area
2,339
Proposed Impervious*Area
231,764
% Impervious* Area (total)
78.9
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
58,062
On -site Streets
6,650
On -site Parking
12,195
On -site Sidewalks
1,415
Other on -site
144,700 Prop Imp, + 8,743 Future
Off -site
0
Of
Total: 234,104 2 3 r 2 -5-
Total:
Impervious area is defined as the built upon arfa including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99
Page 2 of 4

North Carolina
Beverly Eaves Perdue
Governor
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2548
Greenville, NC 27836
Dear Mr. Evans:
AiMY
cJa:R0
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
April 15, 2010
Subject: Approved Plan Revision
Garris Evans Lumber Company — New Bern Site
Stormwater Project No. SW7060819
Craven County
On February 8, 2010, the Washington Regional Office received a plan revision/update for Stormwater
Management Permit Number SW7060819 as a response to the Notice of Violation Letter we issued on
December 30, 2009. The revisions include showing the placement and proper drainage of what was shown as
"Future Gravel" areas on the original approved plans and is now existing on -site impervious gravel area. There
are no increase to the built upon area from the original permitted design issued on October 3, 2006. it has been
determined that a formal permit modification is not required for the proposed plan update/revision changes. We
are forwarding you an approved copy of the revised plans for your files. Please add the attached plans to the
previously approved plan sheets.
Please be aware that all terms and conditions of the permit issued on October 3, 2006 remain in full
force and effect. Please also understand that the approval of this revision to the approved plans for the subject
State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be submitted
to and approved through the Division of Water Quality prior to construction. The issuance of this plan revision
does not preclude the permittee from complying with all other applicable statutes, rules, regulations or
ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer II
SV: S:IWQSISAVISTORMWATERIPLANREVISiONSISW7060819
cc: Scott Farmer, PE — Rivers & Associates
.Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: www.ncwaterquality,org One
943Washington Square Mall Phone:252-946-Ml8 FAX:[phone] NorthCarrolina
Washington, NC 27889 FAX: [phone] Naturally

Ptivej-nn
Since1918
February 4, 2010
Ms. Amy Adams
NC Department of Environment, Health and Natural Resources
Division of Land Resources - Land Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
Subject: NOV-2009-PC-1031
Gams Evans Lumber Company
Craven County, North Carolina
Stormwater Management Permit No. SW7060819
Dear Ms. Adams:
ingineers
Planners
Surveyors
FEB - 8 2010
0 Q- AR/0
Please accept this supplemental information to the proposed Plan of Action listed in our
correspondence dated January 6, 2010.
I. Permit Condition #6 and #10
Scott Farmer, P.E. with our office conducted a field inspection on January 22, 2010 to
verify the current conditions. Enclosed please find an updated set of plans for your files.
Please note that the plans show two areas of "Future Gravel". These areas were included
in the impervious calculations for design of the stormwater pond. Updated plans will be
provided to NCDENR for approval prior to construction of these improvements.
II. Failure to Provide Operation and Maintenance
Attached is a copy of the inspection report generated by our office. This report and your
letter dated December 30, 2009 have been forwarded to L. R. Griffin & Associates for
completion of the necessary maintenance and repairs. They have also conducted a field
inspection and should begin the necessary corrective actions within the next 2 weeks.
Due to the weather dependency of this work, we anticipate its completion within the next
45 to 75 days. We will notify your office upon completion of the repairs.
Ill. Failure to Submit a Designer's Certification
Due to the discrepancies noted during our inspection, we cannot provide a certification at
this time. Upon completion of the repairs, the required Professional Engineer's
Certification will be forwarded to your office.
107 East Second Street, Greenville. NC 27858 • Post Office Box 929 • Grecnville, NC 27835 • [phone] • FAX [phone]
E-mail: rivers@E-iN,crsindassociates.conn

I
h

.� avers
&Associates,Inc..-
Since 1918
Ms. Amy Adams
February 4, 2010
Page Two
Engineers / Planners / Surveyors
I hope that this letter sufficiently addresses the items contained -in the Notice of Violation, and
additional information will be forwarded as outlined in the Plan of Action. In the meantime,
please do not hesitate to call if you have any questions or need any additional information at this
time.
With best regards,
River nd A oci , Inc.
i�7
F. Durward Tyson, Jr., P.E.
Project Manager
Enclosures
cc: Gams Evans Lumber Company
PO Box 2548
Greenville, NC 27836

0
ivers
&ASsociates,inc.
Since1918
February 5, 2010
Mr. David Evans, Jr.
Garris Evans Lumber Co.
P.O. Box 3353
Greenville, North Carolina 27836
Subject: Garris Evans Lumber Co.
Garner Road, New Bern, N.C.
NCDENR NOV — Site Inspection
Dear Mr. Evans:
Ensineers
I'lanncrs
Surveyors
lrs
RECEIVED
FEB - 8 2010
0WQ-{ AR
As requested, I performed an onsite inspection of the Gams Evans Lumber Company facilities
located on Garner Road in New Bern, NC in order to respond to a Notice of Violation (NOV-
2009-PC-1031) issued by the North Carolina Department of Environment and Natural Resources
(NCDENR). The intent of the inspection was to document the existing conditions and record
any items that need be addressed to comply with the stormwater permit SW7060819 issued by
NCDENR. The deficiencies are as follows:
1. The approved permit plans require that a debris guard be installed on the outlet structure.
Please see sheet 5 of the approved plans for details of the debris guard installation.
2. The PVC tee and orifice assembly is currently missing from the outlet structure. A new
tee shall be installed in accordance with orifice detail on sheet 5 of the approved plans.
3. During construction, a rock check dam was installed in the outlet ditch beyond FES 24
(sheet 3). The check dam and accumulated silt is causing the pond to retain water above
the designed permanent pool elevation. Now that the site has been stabilized, the check
darn and accumulated silt needs to be removed and the ditch restored to design grades in
order to facilitate proper drainage.
The following comments pertain to the Wet Detention Basin Operation and Maintenance
Agreement:
4. The entire BMP perimeter shall be cleaned of trash and debris. Several plastic bottles
and other trashes were noted around the perimeter.
5. The grass around the perimeter of the pond shall be mowed to a height of approximately
6" and maintain cover to prevent erosive gullies. The grass appears to be mowed very
short and was patchy in places.
6. The inlet pipe has significant debris at its outlet into the pond. It should be cleaned and
sediment accumulation removed.
7. Continue to monitor the sediment level in the pond as required by the permit. The
permanent pool design elevation is 23.0'. The bottom elevation of the forebay and main
107 Fast Second Street. Greenville. ,NC' 27858 • Post Office Box 929 • Co'cenville. \C 27535 • [phone] • FAX [phone]
E-nutil: �'ivcrs@rircrs;utdassa�cintcs.com

■
ilivers
&Associates,lnc. —
5ince1918
Mr. David Evans, Jr.
February 5, 2010
Page 2 of 2
l,ntiincers 1 Planners 1 Surveyors
pond elevation is 15.5'. Sediment shall be removed when the sediment volume reaches
25% of the total design volume (elevation 17.38').
8. More than 50% of the pond perimeter is covered by cattails. The O&M agreement states
that once these invasive plants cover more than 50% of the pond perimeter, the plants
shall be removed by wiping pesticides on the stem. Pesticides shall not be sprayed.
Once these items are addressed, we will prepare an engineer's certification and submit it to
NCDENR -in order to fully comply with the conditions of the stormwater permit.
Please do not hesitate to call should you have any questions regarding the findings of this
inspection or the actions required to bring the site into compliance.
Very truly yours,
RIV S AND ASSOCIATES, INC.
J. Scott Farmer, P.E.
Project Engineer
Cc: Ms. Amy Adams, NCDENR

Pivers
Engineers
&Associates,Inc. Planners
Since1918 Sttrvevors
NCDENR
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attn: Scott Vinson — l-nvironmental Engineer
Subject: Garris Evans Lumber Company - New Bern
Stormwater Review SW7060819
Additional Information Request
Dear Mr. Vinson:
September 20, 2006
sEP 22���
vw/
Boa �
Thank you for your recent comments regarding the stormwatcr review for the proposed Garris Evans
Lumber Company located near the intersection of Gamer Road and Old Cherry Point Road in New Bern. In
response to you letter dated September 14, 2006 please find the following revised plans and comment
responses.
Cotntnent #I
Please mote on the plans that all roof drains are to be directed to pond. The stornnvctter r•trttoff frol)r the
warehouse on the southwest corner of the project along with all the other buildings should be directed to
the forebay of the pond.
Response # I
Please find that a note has been added to the grading plan that states that all roof drainage shall be directed
toward the forebay of the stonnwater quality pond. This note has bcen,added to each of the structures finish
floor elevation note to direct the prospective contractor.
Conanent #?
Please provide the required 3:1 length ividth ratio in the pond or provide justification to why this
r-equirenrent has not been met.
Response #2
Please find that the proposed pond has been revised to include an earthen "finger" that will increase travel
length for stonnwater runoff and make the final length to width ratio 5.78:1. Thank you for bringing this
107 Exist Second Street, Greenville, NC 27858 • Post Office Kox 929 -'Greenville, NC 27835 • [phone] • FAX [phone]
E-n�til; rivers@rivers<'indassoci:ates.eom

fivers
&Associates,lnc. —
Sinc: 1918
defect in the design to our attention.
Comment #3
Enfiincers / Planners / Surveyors
The run ff f tali the fiaure parking area in the NW corner of the project as ivell as the f aure gravel area
needy to be directed to the forebay of the pond. It does not appear that the future parking area will be
directed into the forebay of the pond.
Response #3
Based on this comment, please Find the DI No. 5A has been added to the plan and flow arrows have been
added to the grading of the future parking area to indicate the intended direction of the drainage. It is our
intention that the future gravel area will be graded such that all runoff generated by the gravel yard will be
picked up in the stormwater drainage network and conveyed to the forebay of the pond for treatment.
Comment ##4
Please reduce the forebay size to between I8-22% of the total permanent pool volume. Currently 5, 7G1 cf is
about 37% of the permanent pool volume of 15, 457cf.
Response #4
Please find on the enclosed revised drawings and on the updated wet pond supplement that the grading of
the forebay has been revised to account for a smaller percentage of the permanent volume of the pond. The
revised supplement lists the exact numbers that will show the new percentage is about 18.3%.
Please provide a cross section detail of the 30' long vegetated filter, including a flow spreader mechallh ni
and dimensions. Also include the non erosive flow calculations for the 10 year, storm through the filter to
help determine the mininnon width of the filter.
Response #5
Please find on the enclosed plans the revised grading of the proposed stormwater quality pond. With this
version of the proposed pond, we have increased the depth ol` the pond to 7.5'. Using this depth and the
80.6% impervious percentage, it can be interpolated from the Coastal County Surface Area to Drainage
Area ratio chart that a surface area percentage of 2.8% would be required to meet the sizing requirements
for a 90% TSS removal BMP structure. Since we have provided approximately 3.37% SA/DA at our
permanent pool elevation, our revised pond layout with the provided depths meets the size requirements that
will allow us to construct the pond without a vegetative filter. Based on these new properties of the pond,
we have not provided the cross sectional detail your comments requested.
I am also enclosing with this package the revised wet detention basin supplement, a revised stormwater
application and revised surface area sizing requirements and worksheets that we have used to resize and
more properly describe the proposed project. The numbers that have changed do not affect the signature
Page 2 of 3
ITI-i'vans. David .arVruwnship 7 ].umber Ytirc!`.C:'onesl7o3 dame',vin5rrn-9-7U t)ci,dor

•
avers
&Associates,lnc. —
5ince1918
Engineers / Planners 1 Surveyors
sheet of the application packages and can be substituted for the front pales of the current applications you
have on tile.
If you have any questions, please feel free to call or email me. Thank you for your comments and I look
forward to hearing from you regarding this project soon.
With best regards,
Rivers and Associates, Inc.
}
Michael D. Tolson, P.E.
Project Manager
EnQ1o5Ure5 — As Stated
Cc — David Evasis — Garris Evans Lumber
Pale; 3 of'3
P_TRIVATEN; ans. David trl'f'ownship 7 Lumber 1'arch(.'csn�spflud�nuclti in;on-9-_f}_pcS.clut

�OF W A rE9 p Mid=] F. Easley. Crovcmor
`O G William G. Ross Jr_, Secretary
North Carolina Department of Environmern and Natural Resources
Alan XV. Klimek, P.E. Dir=or
Divisitm of water Quality
September 14, 2006
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2458
Greenville, NC 27836
Subject: Stormwater Review SM17060819
Garris Evans Lumber Company
Craven County
Dear Mr. Evans:
This office received a Coastal Stormwater permit application and plans for the subject project on
August 29, 2006. A preliminary review of the project indicates that before a State Stormwater permit can
be issued the following additional information is needed.
:- Please note on the plans that all roof drains are to be directed to pond. The stormwater runoff
from the warehouse on the southwest corner of the project, along xvith all the other buildings
should be directed to the forebay of the pond.
Please provide the required 3:1, length : width ratio to the pond or provide justification to Nvhy
this requirement has not been met.
i The runoff from the future parkin_ area in the NW corner of the project as well as the future
gravel area needs to directed to the forebay of the pond. It does not appear that the future parking
area will be directed into the forebay of the pond.
Please reduce the forebay size to benveen 18-22% of the total permanent pool volume. Currently
5,761cf is about 37% of the permanent pool volume of 15,457cf.
Please provide a cross sectional detail of the 30' Iona vegetated filter, including-2 flow spreader
mechanism and dimensions. Also include the non -erosive flow calculations for the 10-%7. storm
through the filter to help determine the minimum width of the filter.
The above requested information must be received in this office prior to September 22, 2006 or
your application will be returned as incomplete. The return of this project will necessitate r esubrnfnal of
all required items inciuding.the application fee. If you need additional time to submit the required
information, please mail or fax your request for time extension to this office at the Letterhead
address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A-NCAC 2H.1000 and North
Carolina General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have
questions, please feel free to contact me at [phone],
Sincerely,
colt Vinson
Environmental Engineer
cc: Michael Tolson, PE
Washinmon Re,ional Office ;
North Carolina Division of Water Qualin Washington Regional Office Phone [phone] FAX [phone] Custom-/
Internet: h2o.encstate.nc.us 943 Washing on Square Mall, Washington, NC 27889 1-877'
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Raper

For Ponds within the 20 Coastal Counties of NC
85% TSS REMOVAL
30 FOOT VEGETATED FILTER REQUIRED
DEPTH
3.0'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
0.9
0.8
0.7
0.6
0.5
0.0
0.0
0.0
0.0
0.0
20%
1.7
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.6
0.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
0.9
40%
3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
53.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
4.5
4.1
3.7
3.3
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2
2.0
80.6%
6.84
6.03
5.24
4.74
4.24
3.74
3.24
2.74
2.24
2.0
90%
7.5
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
2.3
100%
6.2
7.4
6.8
6.2
5.6
5.0
4.4
3.8
3.2
2.6
90% TSS REMOVAL
NO VEGETATED FILTER REQUIRED
DEPTH
3.0'
3.5'
4.0'
4.5' 5.0' 5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
1 0%
1.3
1.0
0.8
0.7 0.6 0.5
0.4
0.3
0.2
0.1
20%
2.4
2.0
1.8
1.7 1.5 1.4
1.2
1.0
0.9
0.6
30%
3.5
3.0
2.7
2.5 2.2 1.9
1.6
1.3
1.1
0.8
40%
4.5
4.0
3.5
3.1 2.8 25
2.1
1.8
1.4
1.1
50%
5.6
5.0
4.3
3.9 3.5 3.1
2.7
2.3
1.9
1.5
60%
7.0
6.0
5.3
4.8 4.3 3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5 5.0 4.5
3.9
3.4
2.9
2.3
80%
9.4
8.0
7.0
6.4 5.7 5.2
4.6
4.0
3.4
2.8
80.6%
9,48
8.06
7.05
6.45 5.75 5.24
4.64
4.04
3.43
2,8
90%
10.7
9.0
7.9
7.2 6.5 5.9
5.2
4.6
3.9
3.3
100%
12.0
10.0
8.8
8.1 7.3 6.6
5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.
20 Coastal Counties
Beaufort Hertford
Bertie Hyde
Brunswick New Hanover
Camden
Carteret
Chowan
aven I
Currituck
Dare
Gates
Onslow
Pamlico
Pasquotank
Pender
Perquimans
Tyrrell
Washington
11-
Sr-Q wQ
4
44ay �

Rivers & Assoicates, Inc. JOB Garris Evans Lumber - New Bern Location
ell, 107 East Second Street SHEET NO. 1 OF 1
Greenville, NC 27858 CALCULATED BY mdt DATE 9120I2006
252.752.4135 CHECKED BY DATE
SCALE
Surface Area to Drainage Area Ratio for Permanent Pond Sizing
From 7.5' depth column of 90% TSS Removal (20 Coastal Counties)
Imperviousness (%)
SAIDA
10
0.10
20
0.60
30
0.80
40
1.10
50
1.50
60
1.90
70
2.30
80
2.80
80.6
2.83
90
3.30
100
3.60
Drainage Area = 6.81 Acres
Wet Detention Pond Surface Area Requirement for BMP Credit
1 = 80.6 % (From Calcs)
SAIDA = 2.83 % (use 80.6% rate from Table above)
SA = 0.19 ac = 8,395 sf I BMP
18,395 sf must be provided at permanent pool elevation for credit as BMP
Wet Detention Runoff Storaae Volume Reauirements
Rv = 0.05+.009(I) I = 80.6 %
Rv - 1 0.78 inches/inches
Volume that must be controlled
Volume = (Design rainfall)(Rv)(Drainage Area)
Volume = 0.44 ac-ft
19,167 cf
Must store 19,167 cf of water to be drawn down over 2-5 days
above the permanent pool elevation
Stage Storage Data
surface
dill.
accum.
Elevation
area
elev
storage
storage
Elevation
Stage
Perm Pool 23.00
10,007
23.00
1.00
10,678
24.00
11,349
10,678
24.00
1.00
1.00
12,043
25.00
12,738
22,721
25.00
2.00
1.00
13,583
26.00
14,427
36,304
26.00
3.00

ltive-,,Engineers
& Associates,lnc. Planners
Since1918 Surveyors
LETTER OF TRANSMITTAL
TO: NCDIrNR
Washington Reginal Office
943 Washington Square Mall
Washington, NC 27889
GENTLEMEN:
WE ARE SENDING YOU Ej Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change Order
Date
Job No.
September 20, 2006 26043
ATITNTION:
Ms. Lyn B. Hardison - One Stop Permitting Coordinator
SUI3JEC'I':
Garris-Evans Lumber Compnay
Garner Road and Old Cherry Point Road
No. 7 Township, New Beni, Craven County, North Carolina
❑ Under Separate Cover
❑ Plans ❑ samples
❑ Other
via Courier the following items:
❑ specifications
CO]'IFS
DATE,
No.
DESCRIPTION
1
Revised Stormwater Review Package (please folivard to Scott Vinsor
THESE AIZI RANSMITTI:D as checked below:
❑ For Approval ❑ Approved
❑� For Your Use ❑ Approved as Noted
❑ As requested ❑ Disapproved
❑ For Review and Comment ❑ Other
RENIARKS
Please give me a call if you have any questions or concerns.
COPY To David Evans- Garris-Evans Lumber
if enclosures are not as noted, kirrtlit, notify i" al once
❑ Resubmit copics for approval
❑ Submit copics for distribution
❑ Return copies for approval
fftECEIVED
SEP, Z 2 �446
DWQ
PR03 *
With best regards,
SIGNFD:
Mic ael . To son, P.E.
mtolson riversandassociates.com
107 East Seeond Street, Greenville, NC 27858 • Post Office Box 929 • Greem•illc, NC 27835 • [phone] • 17AX [phone]
E-mail: [e-mail]

Garris-Evans Lumber Company
Garner Road and Old Cherry Point Road
Stormwater Management Plan
No. 7 Township, Craven County, North Carolina
August 2006 (revised September 2006)
uwQ
FEW #
The proposed project area consists of 6.81 acres, located on Garner Road near the
intersection of Garner Road (SR 1121) and Old Cherry Point Road (SR 1113). The
proposed project will construct a retail lumberyard facility with warehouse, office, sales
and covered outdoor storage space. Phase one of this project will provide a parking lot
and stormwater wet detention facility that has been sized to treat runoff from all of the
proposed impervious area on this site.
The existing site, which has been recombined from several lots has several single family
dwellings with the associated outbuildings and driveways which have been accounted for
in the impervious area calculations for this site. The parking on the north and west of the
main sales building will be collected in curb and gutter and conveyed via curb inlets and
drainage piping to the proposed wet detention stormwater facility located toward the
eastern portion of the site. The lumber storage yard and outdoor storage sheds will be
collected by drain inlets located in the gravel storage yard and conveyed to the wet
detention facility via storm drain piping as well.
The existing topography for the site is primarily flat, and on site native soils consist of
Leaf soils (La) which is classified as a Group D soil hydrologically. Currently,
stormwater on the existing site is collected via drainage swales which discharge into the
roadside swales on Garner Road and Old Cherry Point Road.before eventually making its
way into an unnamed tributary of the Neuse River. The NCDOT storm drainage system
along Garner Road and Old Cherry Point Road currently consists of open drainage swales
with intermittent driveway culverts of various sizes.
In order to achieve 90% TSS solids removal on this site, the wet detention facility has
been sized using the SA/DA ratio state in the table provided by NCDENR for use without
a 30' vegetated filter. The design method described in the NCDENR "Stormwater Best
Management Practices" Manual for wet detention basins was used.
Drainage pipe flows were calculated using the rational method (Q=CIA). These flumes
discharge into curb inlets and drain inlets located around the site.. The on -site detention
pond will store and treat the runoff volume associated with the "first flush" or first inch
of runoff calculated using the "Simple Method" shown in the BMP Manual.
The outlet structure for the dry detention basins is a concrete riser with four open sides
and a solid slab top with a removable galvanized frame and grate. The clear open area
between the throat of the riser and the top slab is set at four inches. Tile outlet device for
the basin was sized to release the 1st inch of runoff volume over a drawdown period of 2
to 5 days.
r.nr.♦
JIAPRIVATE vans, David Iffownship 7 Lumber YardlPermits\Stornnvatcr Management Plan.doc

The throat elevation of the outlet for wet detention basin is typically set to impound the
I" inch storage elevation (El. 24.75) however, since grade clearances on this site are
limited, the elevation has been set to elevation 25.10 to allow for ample support and
cover of the outlet pipe in the wall of the outlet stnlcture. This additional height will
allow the wet detention facility to impound more runoff volume thereby providing better
treatment of the storn-►water runoff. The 1.75 inch diameter orifice was designed to allow
for the drawdown period to fall between the required 2 to 5 days. The design storage
volume provided (24,020 cubic feet) is greater than the required volume (19,034 cubic
feet).
Wet Detention Maintenance
The maintenance needs of any particular wet pond are highly depend on the condition of
the water shed that contributes runoff to the pond. Maintenance should always include
minimizing erosion problems and pollutant export to the pond from the contributing
watershed.
Maintenance Requirements are as follows:
1. Debris and litter control checks for the inlet, outlet and orifice obstructions after
every storm producing runoff.
2. Provisions for routine vegetation management/mowing and a schedule for these
activities.
3. Checks every 6 months, or more frequently, for:
- Sediment buildup and the need for removal
- Erosion along the band and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule.
- Erosion at the inlet and outlet and methods of stabilization.
- Seepage through the dam
- Operation of any valves or mechanical components
During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
PAPRIVATF\Evans, David JrVrownship 7 Lumber Yard\Pernl]ts\Stornlwater Management Plan.doc

t� � C
ivej-;, Engineers
&Associates,lnc. Planners
Since 1418 Survevors
GARRIS-EVANS LUMBER COMPANY
NUMBER 7 TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA
STORM WATER DETENTION
1ST INCH DETENTION - 2 YEAR EVENT
August 2006
revised September 2006
Drawing No. E-248
Developer:
Garris-Evans Lumber Company
Post Office Box 3353
Greenville, North Carolina 27835
252.734.1175
Engineer:
Rivers & Assoicates, Inc.
107 East Scond Street
Greenville, NC 27858
252.752.4135
Michael D. Tolson, P.E.
Date: a 20 1 LP&
�J'VBD
F,F,C'E
SEP12 2006
Q�pFE88�� �iy'
al 11
-P'4.�1`�
DwQ
P.IPRIVATEIEvans. David JrlTownship 7 Lumber YardlcxlcsMt inch detention. xis
107 East Second Street, Grecinville, NG 27858 • Post Office Box 929 • Greenville. NC 27835 • [phone] • FAX [phone]
I: -mail: rivers@rivcrs:indassociates.eom

Site Conditions Predevelociment
Total watershed area 6.81 acres
Pasture/Grassland/range C= 0.35 CN= 89 4.87 acres
112 acre lots 25% imp C= 0.4 CN= 85 1.94 acres
SCS Soil Group, Leaf D
Overland Channelized
Hydraulic Length 170 feet 106 feet
Vertical Relief 0.9 feet 0.6 feet
24-hr, 2 yr rainfall 3.77 inches
Time of Concentration
channel flow
mO
3xs Overland Channelized
6.1 2.1 8.2 minutes
128
Composite C based on published values (exhibit 1-Malcom) 0.36
9 R 9 h
Rainfall Intensity = ] 2 132 18 5.04 inches per hr
h + T) 10 203 22
25 246 23
100 302 25
Peak Discharge Q = CIA 12.49 efs
PAPRNATMEvans, David JATownship 7 Lumber Vardkalc$4151 inch detention.tls

Site Conditions Post Development
Total watershed area
6.81 acres
Impervious Area
C= 0.95
CN= 98
5.53 acres
Managed Pervious
C= 0.22
CN= 80
1.28 acres
SCS Soil Group D
Overland
Channelized
Hydraulic Length
192 feet
646 feet
Vertical Relief
1.8 feet
0.65 feet
24-hr, 2 yr rainfall
3.77 inches
Design Hydrograph Formulation
Composite CN
94.6
1000
0.57
S = _ 10
CN
Runoff
(P — 0.2 S )z
Q *
3.16 inches
_
P + 0.85
Time of Concentration
channel flow (not overland)
L3 0.385
Overland
Channelized
5.4
16.2
21.6 minutes
H
1 =
128
Composite C =
0.81
g
R
9
h
Rainfall Intensity = 1 =
2
132
18
3.33 Whir
(h + T)
10
203
22
4.65
25
246
23
5.51
100
302
25
6.47
Peak Discharge
Q — CIA
18.42 cfs
Time to peak
Vol
T =
P k.39Q
P
50.9 minutes
Storage Required
Allowable release at impoundment = 12.49 cfs
Peak rate of inflow at impoundment = 18.42 cfs
Storage Required (from Rv Calculations below) 19,034 cf
PREDEVELOPMENT FLOW = 12.49 cfs
POSTDEVELOPMENT FLOW = 18.42 cfs
47.49 % difference in pre and post development flow
P NPRIVATE�Evans, David JrlTownship 7 Lumber YarMcalcsllst inch detention, xis

Surface Area to Drainage Area Ratio for Permanent Pond Sizing
From 7' depth column of 85% TSS Removal (20 Coastal Counties)
Imperviousness (%)
SAIDA (%)
10
0.00
20
0.60
30
1.00
40
1.10
50
1.50
60
2,00
70
2.10
80
2.20
90
2.80
Drainage Area = 6.81 Acres
Wet Detention Pond Surface Area Requirement for BMP Credit
= 80 % (From Caics)
SA/DA = 220 % (use 80% rate from Table above)
SA = 0.1498 ac = 6,526 sf 1 BMP
6,526 sf must be provided at permanent pool elevation for credit as a BMP
SA provided
10,007 SF at 23 contour
BMP's provided by this wet detention basin = 1.53
Wet Detention Runoff Storage Volume Requirements
Rv = 0.05+.009(I) 1 = BO %
Rv F 0. 77 incheslinches
Volume that must be controlled
Volume =
Volume =
(Design rainfall)(Rv)(Drainage Area)
0.44 ac-ft
19,034 cf
Must store 19,034 cf of water to be drawn down over 2-5 days
above the permanent pool elevation
PAPRIVATMEvans, David JrlTownship 7 Lumber YardlcalcsYlst inch delenlion.Kls

4r_iH>> It lcr_rclMmy-AI T
Elevation
surface
area
dill.
elev storage
accum.
storage
Elevation
Stage
23.00
10,007
0
23.00
0 _
1.00 10,678
24.00
11,349
10,678
24.00
1.00
1.00 12,043
25.00
12,738
22,721
25.00
2.00
1.00 13,583
26.00
14,427
36,304
26.00
3.00
Computed
Storage Stage LN(storage)
LN(Stage) Stage
0 0 #NUM!
#NUM! 0.00
10,678 1.00 9.28
0.00 1.00
22,721 2.00 10.03
0.69 1.97
36,304 3.00 10.50
1.10 3.00
r
In(ZI)
Ks = h 10,678
z:
IL
r
S
Z -
K
Predicted Water Surface Elevation for Temporary Water Quality Pool=
24.68 feet msl
Detention Water Surface Elevation 23.00 feet msl
Size Outlet Device for Control Structure
invert elevation =
23.00 feet msl
estimated orifice center elev. =
23,07 feet msl
proposed water surface elev. =
24.68 feet msl
available head (h) =
1.61 feet
discharge (d) =
12.5
12.5 cfs
coefficient of discharge =
0.6
Determine the orifice diameter
Orifice equation
Q = C,AI 2gh
1.61 feet
SAY
1.75 inches
ORIFICE WILL DRAIN POND IN
2A 1 DAYS
PAPRNATBEvans, David Jr%Township 7 Lumber Vardlcaics11s1 inch detention x1s

Inflow Hydrograph
Peak lnnow e
Time IC Peak
63,50518668
T (time mini
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
50
85
90
95
100
105
110
115
120
125
130
135
140
145
150
155
160
165
170
175
180
155
190
195
200
205
210
Additionai Flow
18,4
50,9
0,0
Inflow
Ordice Oufflow
Weir Outflow
Total Outflow
Q { Cf6j
a { CIS{
Q ( Cfs)
O { Cfsj
0.00
0.00
0,00
0.0
0,44
0,00
OM
O.00
1.70
0,00
0,00
0.00
3.57
0,00
0,00
0-00
6,17
0,03
0,00
0.03
895
0.04
0,00
0.04
1 L76
0.00
0,00
0.06
14,33
0-07
0,00
0.07
16,41
0.09
0,00
0.09
17.62
0.10
0.00
CIAO
18,41
u.11
0.00
0.11
18.13
0.13
18.90
59.C3
17.01
0.12
17.54
17.66
15.19
0.i2
16,20
16.33
13.37
0.Q
14.91
15.03
11.76
0.12
12.43
12.55
10.35
0.12
11.24
11.37
9.11
0.12
10.10
10.22
8.02
0.12
8.47
8.59
7.06
0.12
7.94
8.06
6.21
0.12
6.93
7.05
5.47
0.12
5.96
0.08
4.81
0.12
5.05
5,17
4.23
0.12
4.61
4.73
3.73
0.12
4.16
4.30
3.28
0.12
3.77
3.89
2.89
0.12
3.37
3.49
2.54
0.12
2.63
2.74
2.23
0.12
2.63
2.74
197
0.12
2.28
2.39
1.73
0.12
1,94
2.06
1.52
0.12
1.63
1.75
1.34
0.12
1.33
1.45
1.16
0.12
1.33
1.45
1.04
0.12
1.06
1.17
0-91
0.12
1.C6
1.17
0.80
0.12
1.06
1.17
0.71
0.12
0.80
0.92
0.62
0.12
0.58
0.69
0.55
0.12
0.58
0.69
0.48
0.12
0.59
0.69
0.42
0.12
0.37
0.49
0.37
0.12
0.37
0.49
PAPRIVATMEvans, David iffownship 7 Lumber Yarftsic511St inch detenfion.xls

215
0.33
0.12
0.37
0.49
22D
0.29
0.12
0.20
0.32
225
0.25
0.12
0.20
0.32
230
0.22
0.12
0.20
0.32
235
020
0.12
0.20
0.32
240
0.17
0.12
0.20
0.32
245
C.15
C.11
0.07
0.19
250
0.13
C.11
0.07
OA9
255
0.12
0.11
0.07
0.19
260
0.10
0.11
0.07
0.19
265
0.09
0.11
0.07
0.19
270
0.08
0.11
0.07
0.19
275
0-07
0.11
0.00
0,11
280
0.06
0.11
0.00
0,11
285
0.05
0,11
coo
0,11
290
0,05
0.11
0.00
0,11
295
0.04
0,11
0.00
0.11
300
0.04
0.11
0.00
0.11
305
0.03
0,11
0.00
0.1 t
310
0,03
0,11
0.00
0.11
315
OM
0,11
0,00
0.11
520
0.02
0,11
0.00
0.11
325
0.02
0,11
c_00
0.11
330
0.02
0,11
0.00
0.11
335
0,02
0,11
OM
0.71
340
0,01
0,11
0,00
0.11
345
0,01
0.11
000
0.11
350
0,01
0.11
0,00
0.11
355
0,01
0,11
0,00
0.11
360
0,01
0,11
0,00
0.11
365
0,01
0.11
0,00
a.11
370
0.01
0.11
0,00
0.11
375
0,01
0.11
0,00
0.71
380
0.00
0.11
0,00
0.11
385
0,00
0.11
0,00
0.11
390
0.00
0,11
0,00
0.11
395
0,00
0.11
0,00
0.11
400
0,00
0.11
0,00
0.71
405
0,00
0,00
0,00
O.DO
410
0,00
0,00
0,00
O.UO
P:TRIVATEIEvans, David Jr%Township 7 Lumber YardlcalcaU91 Inch 6etention.As

Stormwater routi
24
1.75
Spillway
inch
25.10
7 (time min)
Q { cfs)
Storage
Stage
Outflow
Elevation
orifice
Weir
0
0.00
0.00
---- 0.0
23.0
0.0
0.0
5.00
0.44
-
0.00
0.0
23.0
0.0
0.0
10.00
1.70
131
0.02
0.0
23.0
0.0
0.0
15.00
3.67
640
0.08
0.0
23.1
0.0
0.0
20.00
6.17
1,742
0.20
0.0
23.2
0.0
0.0
25.00
8.95
3,585
0.38
0.0
23.4
0.0
0.0
30.00
11.76
6,257
0.62
0.1
23.6
0.1
0.0
35.00
14.33
9,768
0.92
0.1
23.9
0.1
0.0
40.00
16.41
14,045
1.28
0.1
24.3
0.1
0.0
45.00
17.82
18,942
1.67
0.1
24.7
0.1
0.0
50.00
18.41
24,257
2.09
0.1
25.1
0.1
0.0
55.00
18.13
29,745
2.51
19.0
25.5
0.1
18.9
60.00
17.01
29,475
2.49
17.7
25.5
0.1
17.5
65.00
15.19
29,278
2.47
16.3
25.5
0.1
16.2
70.00
13.37
28,936
2.45
15.0
25.5
0.1
14.9
75.00
11.76
28,436
2.41
12.6
25.4
0.1
12.4
80.00
10.35
28,200
2.39
11.4
25.4
0.1
11.2
85.00
9.11
27,895
2.37
10.2
25.4
0.1
10.1
90.00
8.02
27,561
2.34
8.6
25.3
0.1
8.5
95.00
7.06
27,391
2.33
8.1
25.3
0.1
7.9
100.00
6.21
27,089
2.31
7.0
25.3
0.1
6.9
105.00
5.47
26,837
2.29
6.1
25.3
0.1
6.0
110.00
4.81
26,652
2.27
5.2
25.3
0.1
5.0
115.00
4.23
26,545
2.26
4.7
25.3
0.1
4.6
120.00
3.73
26,396
2.25
4.3
25.3
0.1
4.2
125.00
3.28
26,224
2.24
3.9
25.2
0.1
3.8
130.00
2.89
26,040
2.23
3.5
25.2
0.1
3.4
135.00
2.54
25,858
2.21
2.7
25.2
0.1
2.6
140.00
2.23
25,796
2.21
2.7
25.2
0.1
2.6
145.00
1.97
25,643
2.20
2.4
25.2
0.1
2.3
150.00
1.73
25,515
2.19
2.1
25.2
0.1
1.9
155.00
1.52
25,416
2.18
1.7
25.2
0.1
1.6
160.00
1.34
25,349
2.17
1.4
25.2
0.1
1.3
165.00
1.18
25,316
2.17
1.4
25.2
0.1
1.3
170.00
1.04
25,235
2.16
1.2
25.2
0.1
1.1
175.00
0.91
25,194
2.16
1.2
25.2
0.1
1.1
180.00
0.80
25,116
2.16
1.2
25.2
0.1
1.1
185.00
0.71
25,005
2.15
0.9
25.2
0.1
0.8
190.00
0.62
24,941
2.14
0.7
25.1
0.1
0.6
195.00
0.55
24,920
2.14
0.7
25.1
0.1
0.6
200.00
0.48
24,877
2.14
0.7
25.1
0.1
0.6
205.00
0.42
24,815
2.13
0.5
25.1
0.1
0.4
PAPRIVATE%Evans. David JATownship 7 Lumber YardtcalcsNsl inch detention.xls

210.00
0.37
24,795
2.13
C.5
25.1
0.1
0.4
215.00
0.33
24,760
2.13
0.5
25.1
0.1
0.4
220.00
0.29
24,712
2.12
0.3
25.1
0.1
0.2
225.00
0.25
24,703
2.12
0.3
25.1
0.1
0.2
230.00
0,22
24,684
2.12
0.3
25.1
0.1
0.2
235.00
0.20
24,656
2.12
0.3
25.1
0.1
0.2
240.00
0,17
24,619
2.12
0.3
25.1
0.1
0.2
245.00
0.15
24,576
2.11
0.2
25.1
0.1
0.1
250.00
0,13
24,566
2.11
0.2
25.1
0.1
0.1
255.00
0.12
24,550
2.11
0.2
25.1
0.1
0.1
260.00
0.10
24,530
2.11
0.2
25.1
0.1
0.1
265.00
0.09
24,505
2.11
0.2
25.1
0.1
0.1
270.00
0.08
24,476
2.11
0.2
25.1
0.1
0.1
275.00
0.07
24,444
2.10
0.1
25.1
0.1
0.0
280.00
0.06
24,431
2.10
0.1
25.1
0.1
0.0
285.00
0.05
24,416
2.10
0.1
25.1
0.1
0.0
290.00
0.05
24,398
2.10
0.1
25.1
0.1
0.0
295.00
0.04
24,378
2.10
0.1
25.1
0.1
0.0
300.00
0,04
24,357
2.10
0.1
25.1
0.1
0.0
305.00
0.03
24,333
2.09
0.1
25.1
0.1
0.0
310.00
0,03
24,309
2.09
0.1
25.1
0.1
0.0
315.00
0.03
24,284
2.09
0.1
25.1
0.1
0.0
320.00
0.02
24,257
2.09
0.1
25.1
0.1
0.0
325.00
0.02
24,229
2.09
0.1
25.1
0.1
0.0
330.00
0,02
24,201
2.08
0.1
25.1
0.1
0.0
335.00
0.02
24,172
2.08
0.1
25.1
0.1
0.0
340.00
0.01
24,143
2.08
0.1
25A
0.1
0.0
345.00
0.01
24,112
2.08
0.1
25.1
0.1
0.0
350.00
0.01
24,082
2.08
0.1
25.1
0.1
0.0
355.00
0.01
24,051
2.07
0.1
25.1
0.1
0.0
360.00
0.01
24,019
2.07
0.1
25.1
0.1
0.0
365.00
0.01
23,988
2.07
0.1
25.1
0.1
0.0
370.00
0.01
23,956
2.07
0.1
25.1
0.1
0.0
375.00
U1
23,924
2.06
0.1
25.1
0.1
0.0
380.00
0.00
23,891
2.06
0.1
25.1
0.1
0.0
385.00
0.00
23,859
2.06
0.1
25.1
0.1
0.0
390.00
0.00
23,826
2.06
0.1
25.1
0.1
0.0
395.00
0.00
23,793
2.05
0.1
25.1
0.1
0.0
400.00
0.00
23,760
2.05
0.1
25.1
0.1
0.0
Results of routing theist Inch
Use orifice =
Peak outflow =
Peak Stage=
Water Elevation=
Peak Storage =
Design Spillway
Length of weir
Emergency Spillway =
1.75 inches
19.03 cfs
2.51 ft
25.51 msl
29,745 cf
25.10 msi
24.0 ft
25.10 msl "Top of Box Elevation
PA-RIVATE1Evans. David JT%Towns* 7 Lumber YardSca"C Ist inch de4enWn.x is

0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
^-i 190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
410
Discharge (cfs)
o cn o cn o
0 0 o a 0
N
�i
�
IN
4
/f
.A
f
•1
A '
yE
o
CDO
sv -• ="-
:+
0
O
F- O
o
3

t
iveJIL s
&Associates,lnc.
Since1918
GARRIS-EVANS LUMBER COMPANY
NUMBER 7 TOWNSHIP, CRAVEN COUNTY, NORTH CAROLINA'
STORM WATER DETENTION
10 YEAR EVENT
August 2006
revised September 2006
Drawing No. E-248
Developer:
Garris-Evans Lumber Company
Post Office Box 3353
Greenville, North Carolina 27835
252.734.1175
Engineer:
Rivers & Assoicates, Inc.,
107 East Scond Street
Greenville, NC 27858
252.752.4135
jo cm
%
vj
- 4
s awl
Michael D. Tolson, P.E. Z
Date: 20 Q D.
M`�`'
Engineers
Planners
Surveyors
107 East Second Street, Grectiville, N(I 27858 • Post Office Box 929 • Greenville, NC 27835 • [phone] • FAX [phone]
ks nuiil: [e-mail]

�l�l
V , �a
K
V

Site Conditions Predevelopment
Total watershed area
Pasture/Grassland/range
C=
0.35
1/2 acre lots 25% imp
C=
0.4
SCS Soil Group, Leaf
D
Overland
Hydraulic Length
170 feet
Vertical Relief
0.9 feet
24-hr, 10 yr rainfall
Time of Concentration
channel flow
Overland
6.1
r�
128
Composite C based on published values (exhibit 1-Malcom)
g
R
Rainfall Intensity =
I =
2
(h+T)
10
25
100
Peak Discharge Q = CIA
2
6.81 acres
CN= 89 4.87 acres
CN= 85 1.94 acres
C�iannelized
106 feet
0.6 feet
5.82 inches
Channelized
2.1 8.2 minutes
0.36
9
h
132
18 6.72 inches per hr
203
22
246
23
302
25
16,66 cfs

Site Conditions Post Development
Total watershed area 6.81 acres
Impervious Area C= 0.95 CN= 98 5.53 acres
Managed Pervious C= 0.22 CN= 80 1.28 acres
SCS Soil Group D
Overland Channelized
Hydraulic Length
192 feet
646 feet
Vertical Relief
1.8 feet
0.65 feet
24-hr, 10 yr rainfall
5.82 inches
Design Hydrograph Formulation
Composite CN
94.6
0.57
S1000 —]0
=
CN
Runoff
(P — 0.2S)z
5.19 inches
Q* _
P+US
Time of Concentration
channel flow (not overland)
o axs
Overland
Channelized
L
5.4
16.2
21.6 minutes
! _
128
Composite C =
0.81
g
R
g
h
Rainfall Intensity = 1 =
2
132
18
3.33 inlhr
(h f T)
10
203
22
4.65
25
246
23
5.51
100
302
25
6.47
Peak Discharge Q — CIA 25.73 cfs
Time to peak rVol
=
1.39Qa 59.7 minutes
Storage Required
Allowable release at impoundment = 16.66 cfs
Peak rate of inflow at impoundment = 25.73 cfs
Storage Required (from Rv Calculations below) 19,034 cf
PREDEVELOPMENT FLOW = 16.66 cfs
POSTDEVELOPMENT FLOW = 25.73 cfs
54.42 % difference in pre and post development flow
3

Surface Area to Drainage Area Ratio for Permanent Pond Sizing
From 7' depth column of 85% TSS Removal (20 Coastal Counties)
Imperviousness (%)
SA/DA (%)
10
0.00
20
0.60
30
1.00
40
1.10
50
1.50
60
2.00
70
2.10
80
2.20
90
2.80
Drainage Area = 6.8 , Acres
Wet Detention Pond Surface Area Requirement for BMP Credit
1 = 80 % (From Calcs)
SA/DA = 2.20 % (use 80% rate from Table above)
SA = 0.1498 ac = 6,526 sf / BMP
6,526 sf must be provided at permanent pool elevation for credit as a BMP
SA provided = 10,007 SF at 23 contour
BMP's provided by this wet detention basin = 1.53
Wet Detention Runoff Storage Volume Requirements
Rv = 0.05+.009(1) 1 = 80 %
Rv = 0.77 inches/inches
Volume that must be controlled
Volume = (Design rainfall)(Rv)(Drainage Area)
Volume = 0.44 ac-ft
19,034 cf
Must store 19,034 cf of water to be drawn down over 2-5 days
above the permanent pool elevation
4

STAGE -STORAGE DATA
surface
diff.
accum.
Elevation
area
elev storage
storage
Elevation
Stage
23.00
10,007
0
23.00
0
1.00 10,678
24.00
11,349
10,678
24.00
1.00
1.00 12,043
25.00
12,738
22,721
25.00
2.00
1.00 13,583
26.00
14,427
36,304
26.00
3.00
Computed
Storage
Stage
LN(storage)
LN(Stage)
Stage
0
0
#NUM!
#NUM!
0.00
10,678
1.00
9.28
0.00
1.00
22,721
2.00
10.03
0.69
1.97
36,304
3.00
10.50
1.10
3.00
5'
In -
h= Sm 1.11
In(Z:Z,)
K., = 7 zf2f 10,678
5' 11fb
z=
Predicted Water Surface Elevation for Temporary Water Quality Pool=
Detention Water Surface Elevation 23.00 feet msl
Size Outlet Device for Control Structure
invert elevation =
estimated orifice center elev. _
proposed water surface elev. _
available head (h) _
discharge (d) = 16.7
coefficient of discharge =
Determine the orifice diameter
Orifice equation
Q = C,,,! 2gh
SAY
ORIFICE WILL DRAIN POND IN
5
24.68 feet msl
23.00 feet msl
23.07 feet msl
24.68 feet msl
1.61 feet
16.7 cfs
0.6
1.86 feet
1.75 inches
2.08 DAYS

Inflow Hydrograph
Peak 1,1110w =
Time t0 Peak =
74.67843079
T (time mint
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
115
120
125
130
135
14C
145
150
155
160
165
170
175
180
185
190
195
200
205
210
Ad* 0nal Flow
25, 7
59,7
0.0
Inflow
Orifice Outflow
Weir Outflow
TOW Outflow
0 ( cfsl
0 ( cfs)
0 ( cfs)
0 ( c(s)
0,00
0,00
0.00
0.0
0,44
0.00
0.00
0.00
1,74
OM
0,00
0.00
3,90
0,Of
0,00
0.01
648
0,03
0,00
0-03
9,60
0,05
0.00
0.05
12.94
0,06
0,00
0.06
16.28
0.08
0,00
0.08
1939,
0,09
0,00
0-09
2205
0.11
0,00
0.11
24,07
OA2
9.00
9.12
25.33
a 13
32,63
32.76
25.73
0.13
1960,
19.72
2525
0.13
30-17
30.30
23.92
0.13
21.73
21.80
21.84
0.13
24.70
24,82
19.59
0.13
19.60
19.72
17.57
a 13
19.60
19.72
15.76
0.12
16.20
16.33
14.13
0.12
15.55
15.68
12.68
0.12
13.03
13.16
11.37
0.12
12,43
12.55
10.20
0-12
11,24
11.37
9.15
0.12
9,55
9.67
820
0.12
9,00
9.12
7.36
0.12
7.94
8.06
6_60
0.12
6.93
7.05
5.92
0.12
6,44
6.56
5.31
0.12
5.96
6.08
4.76
0.12
5.05
5.17
4.27
0.12
4,81
4.73
3.83
0.12
4.18
4.30
3,44
0.12
3.77
3.89
3-08
0.12
3,37
3.49
276
0.12
2,99
3.11
2,48
0.12
2,63
2.74
2,22
0.12
220
2.39
1.90
J.12
228
2.39
1,79
0.12
1.94
2.06
1,60
OA2
1,63
1.75
1,44
0.12
163
1.75
1.29
0.12
1.33
1,45
1AB
OA2
1,33
1.45
6

215
1.04
0.12
1.08
1.17
220
0.93
0.12
LO6
1.17
225
0.83
0.12
0.80
0.92
230
0.75
1.12
0.80
0.92
235
0.67
0.12
0.80
0.92
240
0.60
0.12
0.58
0.69
245
0.54
0.12
0.58
0-69
250
0.48
0.12
0.58
0.69
255
0.43
0.12
0.37
0.49
260
0.39
0.12
0.37
0.49
265
0.35
0.12
0.37
0,49
270
0.31
0.12
0.20
0.32
275
0.28
0.12
0.20
0.32
ze9
0.25
n.12
0.20
0,32
285
0.23
0.12
0.20
0.32
290
0.20
0.12
0.20
0.32
295
0.18
0.12
0.20
0,32
300
0.16
0.11
0.07
0.19
305
0.15
0.11
0.07
0.19
310
0.13
0.11
0.07
0,19
315
0.12
0.11
0.07
0.19
320
0.11
0.11
0.07
0.19
325
0.09
0.11
0.07
0.19
330
0.08
0.11
0.07
0.19
335
0.08
C.11
0.00
0,11
340
0.07
0.11
0.00
0.11
345
0.06
0.11
0.00
0.11
350
0.06
0.11
0.00
0.11
355
0.05
0.11
0.00
0.11
360
0.04
0.11
0.00
0.11
365
0.04
0.11
0.00
0,11
370
0.04
0.11
0.00
0.11
375
0.03
0.11
0.00
0.11
380
0.03
0.11
0.00
0,11
385
0.03
0.11
0.00
0.11
390
0.02
0.11
0.00
0,11
395
0.02
0.11
0.00
0.11
400
0.02
0.11
0.00
0,11
405
0.02
0.00
0.00
0.00
410
0.01
0.00
0.00
0.00
7

Stormwater routin
24
1.75
Spillway
inch
25.10
T (time min)
Q ( cfs) Storage
Stage
Outflow
Elevation
orifice
Weir
0
0.00
0.00
0.0
23.0
0.0
0.0
5.00
0,44 -
0.00
0.0
23.0
0.0
0.0
10,00
1.74 133
0.02
0.0
23.0
0.0
0.0
15.00
3.80 653
0.08
0.0
23.1
0.0
0.0
20.00
6.48
1,790
0.20
0,0
23.2
0.0
0.0
25.00
9.60
3,725
0,39
0.0
23.4
0.0
0.0
30,00
12.94
6,591
0.65
0.1
23.7
0.1
0.0
35,00
16.28
10,455
0,98
0.1
24,0
0.1
0.0
40.00
19.39
15,317
1,38
0.1
24.4
0.1
0.0
45.00
22.05
21,106
1.84
0.1
24.8
0.1
0.0
50.00
24.07
27,687
2.35
9.1
25.4
0.1
9.0
55.00
25.33
32,173
2.69
32.8
25.7
0.1
32.6
60.00
25.73
29,944
2.52
19.7
25.5
0.1
19.6
65.00
25.25
31,746
2.66
30.3
25.7
0.1
30.2
70.00
23.92
30,231
2.55
21.9
25.6
0.1
21.7
75.00
21,84
30,848
2.59
24.8
25.6
0.1
24.7
80.00
19.59
29,952
2.52
19.7
25.5
0.1
19.6
85.00
17.57
29,911
2.52
19.7
25.5
0.1
19.6
90,00
15.76
29,264
2.47
16.3
25.5
0.1
16.2
95.00
U.13
29,092
2.46
15.7
25.5
0.1
15.6
100.00
12.68
28,629
2.42
13.2
25.4
0.1
13.0
105,00
11.37
28,485
2.41
12.6
25.4
0.1
12.4
110.00
10.20
28,130
2.39
11.4
25.4
0.1
11.2
115.00
9.15
27,779
2.36
9.7
25.4
0.1
9.5
120.00
8.20
27,623
2.35
9.1
25.4
0.1
9.0
125.00
7.36
27,347
2.33
8.1
25.3
0.1
7.9
130.00
6.60
27,135
2.31
7.0
25.3
0.1
6.9
135.00
5.92
27,000
2.30
6.6
25.3
0.1
6.4
140.00
5.31
26,807
2.29
6.1
25.3
0.1
6.0
145.00
4.76
26,575
2.27
5.2
25.3
0.1
5.0
150.00
4.27
26,454
2.26
4.7
25.3
0.1
4.6
155.00
3,83
26,317
2.25
4.3
25.3
0.1
4.2
160.00
3.44
26,175
2.24
3.9
25.2
0.1
3.8
165.00
3,08
26,039
2.23
3.5
25.2
0.1
3.4
170.00
2.76
25,915
2.22
3.1
25.2
0.1
3.0
175.00
2,48
25,811
2.21
2.7
25.2
0.1
2.6
180,00
2.22
25,731
2.20
2.4
25.2
0.1
2.3
185.00
1.99
25,680
2.20
2.4
25.2
0.1
2.3
190,00
1.79
25,560
2.19
2.1
25.2
0.1
1.9
195.00
1.60
25,478
2.18
1.7
25.2
0.1
1.6
200,00
1.44
25,435
2.18
1.7
25.2
0.1
1.6
205.00
1.29
25,343
217
1.4
25.2
0.1
1.3

210.00
1.16
25,295
2.17
1.4
25.2
0.1
1.3
215.00
1.04
25,207
2.16
1.2
25.2
0.1
1.1
220.00
0.93
25,167
2.16
1.2
25.2
0.1
1.1
225.00
0.83
25,094
2.15
0.9
25.2
0.1
0.8
230.00
0.75
25,068
2.15
0.9
25.2
0.1
0.8
235.00
0.67
25,016
2.15
0.9
25.2
0.1
0.8
240.00
0.60
24,941
2.14
0.7
25.1
0.1
0.6
245.00
0.54
24,915
2.14
0.7
25.1
0.1
0.6
250,00
0.48
24,869
2.14
0.7
25.1
0.1
0.6
255.00
0.43
24,807
2.13
0.5
25.1
OA
0.4
260,00
0.39
24,791
2,13
0.5
25.1
0.1
0.4
265.00
0.35
24,761
2.13
0.5
25.1
0.1
0.4
270.00
0.31
24,719
212
0.3
25.1
0.1
0.2
275.00
0.28
24,718
2.12
0.3
25.1
0.1
0.2
280.00
0.25
24,706
2.12
0.3
25.1
0.1
0.2
285.00
0.23
24,686
2.12
0.3
25.1
0.1
0.2
290.00
0.20
24,659
2.12
0.3
25.1
0.1
0.2
295.00
0.18
24,624
2.12
0.3
25.1
0.1
0.2
300.00
0.16
24,583
2.11
0.2
25.1
0.1
0.1
305.00
0.15
24,576
2.11
0.2
25.1
0.1
0.1
310.00
0.13
24,564
2.11
0.2
25.1
0.1
0.1
315.00
0.12
24,547
2.11
0.2
25.1
0.1
0.1
320.00
0.11
24,527
2.11
0.2
25.1
0.1
0.1
325.00
0.09
24,502
2.11
0.2
25.1
0.1
0.1
330.00
0.08
24,475
2.11
0.2
25.1
0.1
0.1
335.00
0.08
24,444
2.10
0.1
25.1
0.1
0.0
340.00
0.07
24,433
2.10
0.1
25.1
0.1
0.0
345.00
0.06
24,419
2.10
0.1
25.1
0.1
0.0
350.00
0.06
24,403
2.10
0.1
25.1
0.1
0.0
355.00
0.05
24,385
2.10
0.1
25.1
0.1
0.0
360.00
0.04
24,366
2.10
0.1
25.1
0.1
0.0
365.00
0.04
24,345
2.10
OA
25.1
0.1
0.0
370.00
0.04
24,322
2.09
0.1
25.1
0.1
0.0
375.00
0.03
24,299
2.09
0.1
25.1
0.1
0.0
380.00
0.03
24,274
2.09
0.1
25.1
0.1
0.0
385.00
0.03
24,248
2.09
0.1
25.1
0.1
0.0
390.00
0.02
24,222
2.09
0.1
25.1
0.1
0.0
395.00
0,02
24,194
2.08
0.1
25.1
0.1
0.0
400.00
0.02
24,166
2.08
0.1
25.1
0.1
0.0
Results of routing the 10 yr event
Use orifice =
1.75 inches
Peak outflow =
32.76 cfs
Peak Stage=
2.69 ft
Water Elevation=
25,69 msl
Peak Storage =
32173 cf
Design Spillway
25.10 msl *'Top of Box Elevation
Length of weir
24.0 ft

Discharge (cfs)
o cs o u o rN o cWt,
0 0 0 0 0 CDa o
0
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
-i 190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
410
`x
01

DWO/WARD Fax:[phone]
+{ Tr--a.riscri i t Cur -if pIDr- t +ram
SeP 19 '06 11:12
Telephone Number Mode Start Time Pag si esult Note
912527523974 NORMAL 19 ,11:11 0' 5 2 T O f<
��
�� A
NCDENK
DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE
'WASHINGTON, N.C. 27889
Phone:[phone] FAX:[phone]
TO: I CA
FAX NO. 2-52 .- -715 21 - 3 at-7
FROM: r
DATE:
NO. OF PAGES (INCLUDING COVER):
COMMENTS:;`� —�n {VI, Ic.c A srP

Garris-Evans Lumber Company
Garner Road and Old Cherry Point Road AUG 2 9 2006
Stormwater Management Plan
No. 7 Township, Craven County, North Carolina ®WQ-VVARO
August 2006
The proposed project area consists of 6.81 acres, located on Garner Road near the
intersection of Garner Road (SR 1121) and Old Cherry Point Road (SR 1113), The
proposed project will construct a retail lumberyard facility with warehouse, office, sales
and covered outdoor storage space. Phase one of this project will provide a parking lot
and stormwater wet detention facility that has been sized to treat runoff from all of the
proposed impervious area on this site.
The existing site, which has been recombined from several lots has several single family
dwellings with the associated outbuildings and driveways which have been accounted for
in the impervious area calculations for this site. The parking on the north and west of the
main sales building will be collected in curb and gutter and conveyed via curb inlets and
drainage piping to the proposed wet detention stormwater facility located toward the
eastern portion of the site. The lumber storage yard and outdoor storage sheds will be
collected by drain inlets located in the gravel storage yard and conveyed to the wet
detention facility via storm drain piping as well.
The existing topography for the site is primarily flat, and on site native soils consist of
Leaf soils (La) which is classified as a Group D soil hydrologically. Currently,
stormwater on the existing site is collected via drainage swales which discharge into the
roadside swales on Garner Road and Old Cherry Point Road.before eventually making its
way into an unnamed tributary of the Neuse River. The NCDOT storm drainage system
along Garner Road and Old Cherry Point Road currently consists of open drainage swales
with intermittent driveway culverts of various sizes.
In order to achieve 85% TSS solids removal on this site, the wet detention facility has
been sized using the SA/DA ratio state in the table provided by NCDENR for use with a
30' vegetated filter. The vegetated filter for the wet detention facility is located east of
the driveway shown nearest to the intersection of Garner Road and Old Cherry Point
Road. The design method described in the NCDENR "Stormwater Best Management
Practices" Manual for wet detention basins was used.
Drainage pipe flows were calculated using the rational method (Q—CIA). These flumes
discharge into curb inlets and drain inlets located around the site. The on -site detention
pond will store and treat the runoff volume associated with the "first flush" or first inch
of runoff calculated using the "Simple Method" shown in the BMP Manual.
The outlet structure for the dry detention basins is a concrete riser with four open sides
and a solid slab top with a removable galvanized frame and grate. The clear open area
between the throat of the riser and the top slab is set at four inches. The outlet device for
PAPRIVATETvans, David Jr\Township 7 Lumber Yard\Permitslstormwater Management Plan.doc

the basin was sized to release the I" inch of runoff volume over a drawdown period of 2
to 5 days.
The throat elevation of the outlet for wet detention basin is typically set to impound the
I" inch storage elevation (El. 24.75) however, since grade clearances on this site are
limited, the elevation has been set to elevation 25.10 to allow for ample support and
cover of the outlet pipe in the wall of the outlet structure. This additional height will
allow the wet detention facility to impound more runoff volume thereby providing better
treatment of the stormwater runoff. The 1.75 inch diameter orifice was designed to allow
for the drawdown period to fall between the required 2 to 5 days. The design storage
volume provided (24,254 cubic feet) is greater than the required volume (19,034 cubic
.feet).
Wet Detention Maintenance
The maintenance needs of any particular wet pond are highly depend on the the condition
of the water shed that contributes runoff to the pond. Maintenance should always include
minimizing erosion problems and pollutoant export to the pond from the contriutiong
watershed.
Maintenance Requirements are as follows:
1. Debris and -litter control checks for the inlet, outlet and orifice obstructions after
every storm producing runoff.
2. Provisions for routine vegetation management/mowing and a schedule for these
activities.
3. Checks every 6 months, or more frequently, for:
- Sediment buildup and the need for removal
- Erosion along the band and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule.
- Erosion at the inlet and outlet and methods of stabilization.
- Seepage through the dam
- Operation of any valves or mechanical components
During construction of this project, the North Carolina Sedimentation Pollution Control
Act and the Rules and Regulations promulgated pursuant to the provisions of this act
must be adhered to. Attached are the specifications for Seeding and Mulching and
Erosion and Pollution control. These specifications explicitly describe procedures to
minimize offsite sedimentation and erosion during the construction phase of the project.
PAPRIVATEIEvans, David Jr\Township 7 Lumber Yard\Permits\Stormwater Management Plan.doc

DAVID EVANS JR - TWSP 7 CRAVEN COUNTY LUMBER YARD
AREA CALCULATIONS
85% TSS removal (vegetated filter required)
BOUNDARY AREA 296598
EXISTING
BUILDING
5267
ASPHALT
0
GRAVEL
6124
CONCRETE
994
PHASE ONE
EXISTING
BUILDING
ASPHALT
GRAVEL
CONCRETE
PROPOSED
BUILDING
ASPHALT
GRAVEL
CONCRETE
TOTAL PHASE 1
BUILDING
ASPHALT
GRAVEL
CONCRETE
PHASE 1 IMPERVIOUS AREA =
PHASE TWO
1140 EXISTING SITE IMPERVIOUS NOT
4040 REMOVED FOR PHASE 1
818 CONSTRUCTION
45740
18475
73828
1398
46880
18475
77868
2216
EXISTING 0
BUILDING 0
ASPHALT 0
GRAVEL 0
CONCRETE 0
PROPOSED
BUILDING
25590
ASPHALT
0
GRAVEL
75732
CONCRETE
0
TOTAL POST DEVELOPMENT
49%
BUILDING 71330 TOTAL PROPOSED
ASPHALT 18475 IMPROVEMENTS WITHOUT ANY
GRAVEL 149560 EXISTING SITE IMPROVEMENTS
1398 REMAINING
POND DEPTH @ 49% IMP.
FT. DEEP
AREA (sf)
3.0
12,457
3.5
10,974
4.0
9,788
4.5
8,898
5.0
8,008
5.5
7,118
6.0
6,229
6.5
5,339
7.0
4,449
7.5
3,856
POND DEPTH @ 81 % IMP.
FT, DEEP AREA (sf)
3.0
20,465
3.5
18,092
4.0
15,720
4.5
14,237
5.0
12,754
5.5
11,271
6.0
9,788
6.5
8,305
7.0
6,822

Rivers & Assoicates, Inc. JOB Garris Evans Lumber - New Bern Location
® 107 East Second Street SHEET No. 1 OF 1
VFP— IL Greenville, NC 27858 CALCULATED BY mdt' DATE 7/3/2006
252.752.4135 CHECKED BY DATE
SCALE
Surface Area to Drainage Area Ratio for Permanent Pond Sizing
From 7' depth column of 85% TSS Removal (20 Coastal Counties)
Imperviousness (%)
SAIDA [%)
10
20
0.60
30
1.00
40
1.10
50
1.50
60
2.00
70
2.10
80
2.20
80
2.20
90
2.80
100
4.40
Drainage Area = 6.81 Acres
Wet Detention Pond Surface Area Requirement for BMP Credit
1 = 80 , % (From Calcs)
SAIDA = 2.20 % (use 81% rate from Table above)
SA = 0.15 ac = 6,526 sf 1 BMP
6,526 sf must be provided at permanent pool elevation for credit as BMP
Wet Detention Runoff Storaae Volume Reauirements
Rv = 0.05+.009(1)
1 80
%
Rv - 1
0.77 incheslinches
Volume that must
be controlled
i
Volume -
(Design rainfall)(Rv)(Drainage Area)
Volume =
0.44 ac-ft
=
19,034 cf
Must store
19,034 cf of water to be drawn down over 2-5 days
above
the permanent pool elevation
Stage Storage Data
surface dill. accum.
Elevation
area elev storage storage
Elevation
Stage
Perm Pool 23.00
9,317
23.00
1.00 10,082
24.00
10,846 10,082
24.00
1.00
1.00 11,661
25.00
12,475 21,742
25.00
2.00
1.00 13,340
26.00
14,204 35,082
26.00
3.00

Name of Stream Description
Curr. Class Date Prop. Class Basin Stream Index #
Bachelor Creek
From source
to mouth in
C;Sw,NSW
05/01/B8
Neuse River
located 3.2
miles more or
less
downstream from
The Gut
Hollis Branch
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
Rollover Creek
From source
to Bachelor
C;Sw,NSW
05/01/68
(Batchelder)
Creek
Deep Branch
From source
to Bachelor
C;Sw,NSW
05/01/B8
(Batchelder)
Creek
Beaverdam Branch
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
Jumping Run
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
Beech Tree Branch
From source
to Bachelor
C;Sw,NSW
05/01/8B
{Batchelder)
Creek
Round Tree Branch
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
Caswell Branch
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
The Gut
From source
to Bachelor
C;Sw,NSW
05/01/88
(Batchelder)
Creek
Renny Creek
From source
to Neuse
SC;Sw,NSW
05/01/8B
River
Mills Branch
From source
to Neuse
SC;Sw,NSW
05/01/88
River
Jack Smith Creek
From source
to Neuse
C;Sw,NSW
05/01/88
River
Beaverdam Creek
From source
to Trent
C;Sw,NSW
05/01/88
River
Trent River
From mouth of
Deep
SB;Sw,NSW
05/01/88
Gully to mouth
of Brice
Creek
Hayward Creek
From source
to Trent
C;Sw,NSW
05/01/88
River
Rocky Run
From source
to Hayward
C;Sw,NSW
05/01/88
Creek
Reedy Branch
From source
to Trent
C;Sw,NSW
05/01/89
River
Wilson Creek
From source
to Trent
C;Sw,NSW
05/01/88
River
Hoods Creek
From source
to Trent
C;Sw,NSW
05/01/88
River
Trent River
From mouth of
Brice
SS;Sw,NSW
05/01/B8
Creek to Neuse
River
Brice Creek
From source
to Craven
C;Sw,NSW
05/01/88
County SR 1004
Neuse 27-98
Neuse
27-98-1
Neuse
27-98-2
Neuse
27-98-2.1
Neuse 27-98-2.2
Neuse 27-98-2.3
Neuse
27-98-2.4
Neuse
27-98-2.5
Neuse
27-98-2.6
Neuse
27-9B-3
Neuse
27-99
Neuse
27-99.5
Neuse
27-100
Neuse
27-101-21
Neuse
27-101-(31)
Neuse
27-101-35
Neuse
27-101-35-1
Neuse
27-101-36
Neuse
27-101-37
Neuse
27-101-38
Neuse
27-101-(39)
Neuse
27-101-40-(1)
Page 3 of 8

WETLANDEDGE SEED MIX
For installation services, please cal! [phone]
This is a wetland and pond edge mix for
sites with stable saturated soil conditions
and good water quality. Appropriate
for planting in saturated soils. Some
species will spread to water depths up
to four inches. This seed mix will include
at least 8 of 10 native permanent grass
and sedge species and 14 of 17 native
forb species. Seeding instructions begin
on page 52.
0
7(arex
Bottlebrush Sedge
4.00
Sedgevarious
4,00oidea
Brown Fox Sedge
3,00
Eleocharis palustris Spike Rush � �, '
1.50
Elymus virginicus Virginia wild rye
14.00
Glycerlas noto•., Fowl Manna Grass:.
:2.00 `
Leersia oipoides Rice Cut Grass
2.00
3drppsorrovirens......>,°>::'.::".:.t.. _ `:;:::;::.: •: ::: .::Green Bulrush:.: ...` ; ..:..;;..;
:.:;..:':....?•:2.00;:;
5cirpus pungens _ Cha irmakers rush
2.00
5rirpusvblydus. „ ....,,.. Greathulrush{sohstem}
38.50
Avena sativa
Seed oats
360.00
Lalitiinmtlltrflorum
.' nnual r'e
A _.. Y
700,OQ
460.00
-OIt
Actinomeris alternifolia
Wingstem
0.75
Agdlinn ten ufalia` '
SlerLder false Fozglore
Alisma spp.
Water Plantain
3.00
Ascleplaswcarnata '. +
5wamp:Milkvyeed
Astersrmplex
Panicled Aster
1,00
Bidens spp.' >
Bidens various
2.00 .•:':,
Cassia hebecarpa
Wild Sen na
1.25
Eupratoriumpenoliatum:
Flelenium outumnale
Sneezeweed
1.50
Iris virginicashreveei;. :.'• ' ': > . , .-
°Blue Flag Iris;
Lobelia siphititka„
Blue Lobelia
1.00
Iudwiglaalternifoha '
Seedbox,
0.75:.
Mimulus ringens
Monkey Flower
1.50
6dbeckiaIll ato
"Cut Leaf Coneflawer :...,•
5agittorio latifolio
Broad -Leaf Arrowhead
2.00
,l!erbena hOsWia
Blue r a"
Vernoniaspp
lronweed various
2.00
29.25
"Thanks for the fast &-efficient service."
Satisfied Client
Zionsville, IN
w 2 f!
33
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SOLD NCRE, EN

��Rivers & Assoicates, Inc.
IQM:-107 East Second Street
Greenville, NC 27858
252.752,4135
JOB Garris-Evans Lumber Company - Township No. 7 Lumber Yard
SHEET NO. 1 OF
CALCULATED BY mdt DATE 8-18-06
CHECKED BY DATE
SCALE n!a
Pipe Roughness Coeffici
n =
0.012
g =
203
h =
22
Iniet time =
10
min
Time
Drainage
Total
Inlet
Pipe
Of
Runoff
Req'd
Pipe
# of
Cap of
Cap >
Val
Sag
Up
Down
Min.
From
To
Areas
Area
Area
Time
Time
Conc
Intensity
Coeff.
a
Slope
Dth
Size
Pipe- Prop Size
Req'd Cap?
Vfull
Length _
Time
Invert
Invert
Hood
Depth
Depth
E--(Inlets)
(acres)
(acres)
(min)
(min)
(min)
(in 1 hr)
(cfs)
(ft ! ft)
(in)
(in)
(cfs)
(ft ! sec)
(ft)
(min)
ft
ft
ft
ft
it
W
cb2
1
0.33
0.33
10
0.00
10.00
6.34
0.85
1.78
0.0020
12.13
15
X 1
3.14
PASS
2,55
48
0.31
24.07
23.97
26.65
2.58
2.54
cb2
cb3
2,1
0.07
0.4
10
0.31
10.31
6.28
0.85
2.14
0.0020
12.99
15
X 1
3.14
PASS
2.55
122
0.80
23,97
23.73
26.82
2.S5
2.54
cb3
di4
3,2,1
0.14
0,54
10
1.11
11.11
6.13
0,85
2,81
0.0020
14.40
15
X 1
3.14
PASS
2.55
107
0.70
23.73
23.52
27.41
3.68
2,54
di4
di5
4,3,2,1
0.58
2.96
10
4.39
14.39
5.58
0.85
14.04
0.0020
26.31
30
X 1
19.92
PASS
4,04
309
1.27
23.52
22.90
28.00
4.48
3.12
65
fes6
5,4,3,2,1
1.59
4,55
10
5.66
15.66
5.39
0,85
20.84
0.0025
29.26
30
X 1
22.27
PASS
4.52
39
0.14
22.90
22.80
27,50
4.60
3.12
Time
Drainage
Total
Inlet
Pipe
Of
Runoff
Req'd
Pipe
0 of
Cap of
Cap >
Vel
Sag
Up
Down
Min.
From
To
Areas
Area
Area
Time
Time
Conc
Intensi
Coeff.
Q
Slope
Dth
Size
Pipe.- Prop Size
Req'd Cap?
Vfulf
Length
Time
Invert
Invert
Hood
Depth
Depth
inlets
acres
acres
min
min
min
in ! hr)
(cfs)
(ft ! ft
in
in)
(cfs)
(ft t sec
ft
min
ft
ft
ft
ft
ft
ed
di8
7
0.22
0.22
10
0.00
10.00
6.34
0.85
1.19
0,0050
8.77
15
X 1
4.96
PASS
4.03
45
0.19
25.13
24.90
28.00
2.67
2.54
di8
dig
8,7
0.13
0.35
10
0.19
10A9
6.31
0.85
1.88
0,0050
10.42
15
X 1
4.96
PASS
4.03
45
0.19
24.90
24.68
28.00
3.10
1.77
di9
610
9,8,7
0.13
0.48
10
0.37
10.37
6.27
0.85
2.56 J
0.0050
11.70
15
X 1
4.96
PASS
4.03
97
0.40
24.68
24.19
28.00
3.32
1.77
di10
d14
10,9,8,7
0.25
0,89
10
1.04
11.04
6.14
0.85
4.65
0.0050
14.64
15
X 1
4.96
PASS
4.03
135
0.56
24.19
23.52
28.00
3.81
1.77
F.w WAT�, Ua J To- 1* 7 � r�_as',_r d

Time
Drainage
Total
Inlet
Pipe
Of
Runoff
Req'd
Pipe
# of Cap of
Cap >
Val
Seg
Up
Down
Min,
From
To
Areas
Area
Area
Time
Time
Conc
Intensity
Coeff.
Q
Slope
Dth
Size
Pipe.- Prop Size
Req'd Cap?
VfuO
Length
Time
Invert
Invert
Hood
Depth
Depth
(Inlets)
(acres)
(acres)
(min)
(min)
(min)
(in I hr)
(cfs)
(ft I ft)
fin)
(in)
(cfs)
(ft I Sec)
(ft)
(min)
ft
It
It
It
ft
dill
di10
11
0.16
0.16
10
0.00
10.00
6.34
0.85
0.86
0.0100
6.84
15
X 1 7.02
PASS
5.69
90
0.26
25.09
24.19
28.00
2.91
1.77
Time
Drainage
Total
Inlet
Pipe
Of
Runoff
Req'd
Pipe
# of Cap of
Cap >
Val
Seg
Up
Down
Min,
From
To
Areas
Area
Area
Time
Time
Conc
Intensi
Coeff.
Q
Slope
Dth
Size
Pipe: Prop Size
Req'd Cap?
Vfull
Length
Time
Invert
Invert
Hood
Depth
Depth
inlets
acres
acres
min
min
min
in I hr
cfs
ft I ft
in
in
cfs
ft I sec
k
min
ft
ft
ft
ft
ft
di12
dil3
12
0.54
0.54
10
0.00
10.00
6.34
0.85
2.91
0.0020
14.59
15
X 1 3.14
PASS
2.55
105
0.69
24,19
23.98
28.00
3.81
1.77
dil3
di4
13.12
0A1
0.95
10
0.69
10,69
6,21
0.85
5.01
0.0060
14.55
15
X 1 5.43
PASS
4.41
78
0.29
23.98
23.52
28,00
4.02
1.77
Time
Drainage
Total
Inlet
Pipe
Of
Runoff
Req'd
Pipe
# of Cap of
Cap >
Vel
Seg
Up
Down
Min.
From To Areas
Area
Area
Time
Time
Conc
Intensity
Coeff.
Q
Slope
Dth
Size
Pipet Prop Size
Req'd Cap?
Vfull
Length
Time
Invert
Invert
Hood
Depth
De th
{inlets)
(acres)
(acres)
(min)
(min)
(min)
(in I hr)
(cfs)
(ft I ft)
(in)
(in)
(cfs)
(ft I sec)
(ft)
(min)
ft
• It
ft
ft .. _
ft
dios di22 n/a
0
0
10
0.00
10.00
6.34
0,22
0.00
0.0000
0.00
18
X 1 0,04
PASS
0.02
19
15.57
23.00
23.00
25.10
2.10
2.04
di22 Ies23 14
0.04
0.04
10
15.57
25.57
4.27
0.22
0.04
0.0009
3.31
18
X 1 3.42
PASS
1.93
113
0.98
23.00
22.90
25.75
2.75
2.04
Time
Drainage Total Inlet Pipe Of Runoff Req'd Pipe # of Cap of Cap> Vel Seg Up Down Min.
Area Area Time Time Conc Intensity Coeff. O Slope Dth Size Pi - Pro Size Re 'd Ca 4 Vfull Length Time invert Invert Hood Depth De tl
(inlets)
(acres)
(acres)
(min)
(min)
(min)
(in I hr)
(cfs)
(ft I ft)
(in)
(in)
(cfs)
(ft I sec)
(ft)
(min)
ft
It
ft
It
ft
fesl4a di15 14a
2
2
10
0.00
10.00
6.34 0.35
4.44
0.0046
14,62
15 X 1
4.76
PASS 3.86
153
0,66
23.20
22.50
0.00
-23.20
2,54
P.S AT �vare, 6 MTo Ap 7 L ber YaNrak rk drw_� �

ALT X- WA
, y
NCDENR
North Carollna Department of Environment and Natural Resources
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). Fax or email this completed form along with a narrative
and vicinity map of the project location to the appropriate One -Stop Coordinator. -
Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(ancmall.net
• Winston Salem Region -Sonja Basinger 336-771-4633 or sonia.basin-ger0ncmail.net o'���
Mooresville & Asheville Region -Patrick Grogan 704-663-3772 or Patrick. grogan [e-mail] `
• Washington Region -Lyn Hardison 252-946-9215 or [e-mail]
• Wilmington Region -Cameron Weaver 910.350-2004 or cameron.weaveogncmail.not AUG 29 2006
Project application received after 12 noon will be stamped in the following work day.
6VVQ-VVA,RO
APPLICANT Name David Evans, Jr.
Company _ Garris-Evans Lumber Company
Address PO Box 2548 City/State Greenville 1 NC Zip 27836
Phone [phone] Fax Email
PROJECT SYSTEM(S) TRIBUTARY TO NEUSE RIVER SURFACE WATER CLASSIFICATION
PROJECT NAME Garris-Evans Lumber Company I County Craven
PROJECT LOCATION (ADDRESS) Garner Road and Old Cherry Point Road — Number 7 Township near New Bern
ENGINEERICONSULTANT Michael D. Tolson, P.E. _
Company Rivers & Associates
Address 107 East Second Street City/State Greenville 1 NC Zip 27858
Phone [phone] Fax [phone] Email mtolson(cDriversandassociates. com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑Yes ❑ No
❑ STREAM ORIGIN Determination: of Stream calls; Stream Name
® STORMWATER ❑Low, Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Oft Site
WETLANDS MUST BE ADDRESSED BELOW
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with _39_acres to be disturbed.(CK # (for DENR use))
❑ WETLANDS (401): Check all that apply
Wetlands on Site ❑ Yes ❑ No I Isolated wetland on Property ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No I Buffer Impacts: ❑ No ❑ YES: acre(s)
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No 1 Permit Received from US ACOE ❑ Yes ❑ No
401 Application required: ❑Yes ❑ No If YES, ❑ Regular ❑ Express
Perennial, Blue line stream, etc on site ❑ yes ❑ No
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be
charged for subsequent reviews due to the insufficiency of the permit applications.
I { {,- Z q-9 . For DENR use only
Fee Split for multiple permits: (Check #---J Total Fee Amount $
SUBMITTAL
DATES
Fee
SUBMITTAL
HATES
Fee
CAMA
LQS
- 2-`i (� -
t 333. 3 3
SW
HD; LD
$ - 'L�l C'
'` �:. b "�
401:
Stream Deter,—

f
hers
&Associates,lnc.
Since 1918
TO: NCDENR
Washington Reginal Office
943 Washington Square Mall
Washington, NC 27889
GENTLEMEN:
WE ARE SENDING YOU 0 Attached
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change Order
Engineers
Planners
Stin,evors
LETTER OF TRANSMITTAL
Date
Job No.
August 24, 2006 26043
ATTENT[ON:
Mr. Scott A. Vinson, P.E. - Environmental Engineer lI
SUBJECT:
Garris-Evans Lumber Compnay
Garner Road and Old Cherry Point Road
No. 7 Township, New Bern, Craven County, North Carolina
❑ Under Separate Cover via Courier the following items:
❑ Plans ❑ Samples ❑ Specifications
❑ Other
COPIES
DATE
No.
DESCRIPTION
2
2
2
Stormwater Review Package Incl. app., supp. information, calcs, etc
Site Plan
THESE ARE TRANSMITTED as checked below:
Q For Approval ❑ Approved ❑ Resubmit copies for approval
Q For Your Use ❑ Approved as Noted ❑ Submit copies for distribution
❑ As requested ❑ Disapproved ❑ Return copies for approval
❑ For Review and Comment ❑ Other
REMARKS
Scott,
Per our conversation during the preapp meeting, please find the following information for your use in the express
review for this project. If you should have any questions or should require additional information, please feel free
to call me.
CONY To David Evans- Garris-Evans Lumber
!f enrlosures are not us nosed, kindly norify� us ar once
With best regards,
SIGNI,D:
M4ichael D. T ]son, P.E,
mtolson (n)riversandassociates. com
107 East Second Street, Greenville. NC 27858 • Post Office 134)x 929 • Greenville, NC 27835 • [phone] • FAX [phone]
E-trail: [e-mail]