20061556 Ver 3_More Info Received_20081124

TRUE LINE SOILS, INC.
(;?"/T\q4)
To: Mr. Ian McMillan and Ms. Annette Lucas 24 November 2008
Re: Request for Information
Lockwood Forest Phase IV
DWQ Project #06-1556, Ver. 3 Johnston County
Dear Mr. McMillan and Ms. Lucas,
This letter is to address the items requested on 5 November 2008. Per our meeting on 21
November 2008, we have outlined the responses to the requested items below.
I . No lots contain wetlands, streams or buffers. Additionally, all wetlands, streams,
and buffers are proposed to be set-aside in permanent conservation easements.
2. The approved SMP was submitted in the initial and re-submissions. Additional
copies of the plan and approval letters have been provided.
3. The requested crossing impacts for Phase IV have not been conducted.
4. Per our conversation with Ms. Annette Lucas, level spreader No. 1 has been
designed parallel to the contour lines.
If you have any further questions please contact us. Thank you.
Sincerely,
Neal Floyd, LSS
VIRI'L-5?0WR @
NOV 2 4 2008
DENR - WATER QUAUTY
WE?lANDS AND STORMWATER BRANCH
205 W. Main Street, Clayton, NC 27520
[phone] • Fax: [phone]
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
?
W ?.
WPM
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
January 5, 2007
Brad Gordon
PO Box 327
Clayton, NC 27528
RE: Project Name: Lockwood Forest
County: Johnston
Submitted by: John W. Harris, PE
Date Received: 12/08/06; 01/04/07
Date Processing Initiated: 12/08/06
Watershed: Neuse #1/03-04-02
New Submittal () Revised ()
Dear Mr. Gordon:
fW 1. 0
NO V 2 4 2008
DENR - WATER OUAiJTY
WETLANDS AND STORMWAIER BRANCH
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field,, the site wil l
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.00I 8(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Brad Gordon
January 5, 2007
Page 2
Acceptance and approval of this plan is conditioned upon your compliance with applicable federal
and state water quality laws, regulations and rules. This could include the Division of Water Quality
under stormwater or other specific water quality standards, and the U.S. Army Corps of Engineers under
Article 404 jurisdiction. Our approval does not supersede any other required permit or approval.
Since this project disturbs one or more acres, one such approval relates to the stormwater that will
discharge from your project. This runoff is permitted pursuant to the National Pollutant Discharge
Elimination System (NPDES) administered in North Carolina by the Division of Water Quality (DWQ).
Attached is the General Stormwater NPDES Permit, NCGO10000, as revised October 1, 2001, covering
your activity. You are responsible for complying with the General Permit requirements and are subject to
enforcement by DWQ for any violations of the General Permit.
Due to the location of this project, it should be noted that a rule to protect and maintain existing
buffers along watercourses in the Neuse River Basin became effective on July 22, 1997. The Neuse River
Riparian Area Protection and Maintenance Rule (15A NCAC 213 .0233) applies to all perennial and
intermittent streams, lakes, ponds and estuaries in the Neuse or Tar-Pamlico River Basins with existing
vegetation on the adjacent land or' riparian area". In riparian areas with existing vegetation in the first 30
feet directly adjacent to the stream, the rule prohibits land disturbance or new development within the first
30 feet of land next to the water (the remaining 20 feet of the total buffer must be revegetated upon
completion of any proposed land-disturbing activity). In riparian areas with existing vegetation that is less
than 30 feet wide, the rule prohibits land disturbance or new development within the area that contains the
existing vegetation (but not the entire 50 foot riparian area). For more information about this riparian area
rule, please contact the Division of Water Quality's Wetland/401 Unit at 919-733-1786, or a Division of
Water Quality representative at this regional office.
Please note that this approval is based in part on the accuracy of the information provided
concerning financial responsibility. You are requested to file an amended Financial Responsibility Form if
any changes become necessary. In addition, it would be helpful if you would notify this office when the
proposed land-disturbing activity covered by this plan is initiated.
Your cooperation is appreciated and we look forward to working with you on this project. If there
are any questions, please do not hesitate to contact this office.
Sincerely,
Karyn Pageau, EIT, CPESC
Asst. Regional Engineer
Land Quality Section
KP:clm
cc: John Harris, John W. Harris, PE Consulting Engineering
Regional Supervisor, Division of Water Quality
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Brad Gordon
January 5, 2007
Page 3
PLAN REVIEW COMMENTS
PROJECT NAME: Lockwood Forest
DATE RECEIVED: 12/08/06; 1/04/07
LOCATION: Johns-2007-036
New Submittal (X) Revised o
Reasons for Disapproval () Modif
REVIEWED BY: TWV/CP
J Approved (X) Disapproved ()
ns () Performance Reservations
RECOMMENDATIONS AND/OR COMMENTS:
Lot disturbances not covered plan, only roads and utilities. Separate plans needed for
disturbances greater than or equal to 1 acre per owner.
1628 Mail Service Center, Raleigh, NC 27699.1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
jam /j - 1? I e""dy
DEPARTMENT OF PUBLIC UTILITIES
POST OFFICE BOX 2263
SMITHFIELD, N.C. 27577
[phone]
March 19, 2007
CBE Development, LLC
PO Box 327
Clayton, NC 27528
Attn: Eric B. Gordon
Re: Lockwood Forest Subdivision
Stormwater Management Statement and Plan
Dear Mr. Gordon:
We have reviewed the revised Stormwater Management Plan and calculations submitted
for the proposed Lockwood Forest Subdivision. Based upon the information submitted,
the Stormwater Management Plan has been approved with the following stipulations:
1. The Final Plat must indicate an additional drainage easement upstream of pipe Q
(an easement was provided upstream of pipes N and D, but not pipe Q on the
submitted plans.) In addition, the drainage easements upstream of pipes Q and D
must follow the natural flow path of the existing draws, which is not always the
property line. Given the inaccuracies of the topographic information available, a
field inspection must be requested prior to recordation of the Final Plat to verify
the location for these drainage easements.
2. Prior to recordation of the Final Plat, a site inspection must be requested to verify
that the proposed drainage easements follow the existing natural flow path and
that additional measures to achieve sheet flow are not required downstream of
several of the proposed pipes and outlet ditches.
3. The easement provided through Lots 15-19 will not minimize cross lot drainage,
but will simply create a point for runoff to concentrate. This may require
additional driveway culverts for each of these lots. It is suggested, that a Swale
perpendicular to flow be constructed along one of the lot lines to collect and
redirect the runoff into the roadside swale. An inspection must be requested prior
to recordation of the Final Plat to determine if the solution provided will be
adequate or if a constructed swale is required.
4. Please be advised that any additional or relocated drainage easements required as
listed above may interfere with utility locations and septic bed locations. It is
recommended that all drainage easements, as required, be accurately located
before utilities are installed and before septic locations are finalized.
5. Please provide a copy of the recorded restrictive covenants and a note on the Final
Plat limiting the impervious area on each of the 51 lots to 5,591 SF.
Printed on recycled paper
6. Please provide a copy of the recorded restrictive covenants noting who will be
responsible for maintenance of all drainage facilities located outside of the
proposed NCDOT right of way.
7. A Nitrogen Offset Payment will be required for the proposed development.
Please provide a payment in the amount of $9,772.62 to the "North Carolina
Ecosystem Enhancement Fund" (formerly known as the Wetland Restoration
Fund) for the buydown of 29.61 lbs/yr of Nitrogen. The payment and a copy of
the final stormwater management plan approval letter should be sent to the
attention of Kelly Williams at the following address:
NC DENR EEP
1652 Mail Service Center
Raleigh, NC 27699-1652
8. Prior to recordation of the Final Plat, please provide an 8.5"x11" driveway culvert
size chart sealed and signed by the engineer for all lots.
9. Prior to recordation of the Final Plat, please provide a stormwater certification
stating that all stormwater facilities were constructed in accordance with the
approved stormwater management plan.
10. Please indicate all drainage easements, riparian buffers, jurisdictional wetlands,
and flood hazard areas on the Final Plat.
A copy of this letter will be forwarded to the Planning Office for their files. If you have
any questions or need additional information, please contact me at [phone] or by
email at Jennifer.willis(aiiohnstonnc com.
Very Truly Yours,

Jennifer A Willis
C: Berry Gray, Planner
John W. Harris, PE
Chandra C. Coats, PE

ENGINEERING REPORT
STORMWATER MANAGEMENT PLAN
FOR
LOCKWOOD FOREST
SUBDIVISION
RECEIVED
FEB 13 2006
0
JOHN W. HARRIS, P.E.
CONSULTING ENGINEER
7909 OCOEE COURT
RALEIGH, N.C. 27612
[phone]
REVISED; 01-15-07

o e.

LOCATION;
The project site is located off the east side of Fire Dept. Road in the Lockwood
Forest Subdivision. It is approximately 0.5 miles north of the intersection of Main Street and Fire Dept.
Road. The site is also approximately 0.7 miles southwest of the Stewart Lane and Fire Dept. Road
intersection This Project is not located within an Environmentally Sensitive Overlay District.
DEVELOPER:
The Developer is:
Brad Gordon
2990 Powhatan Road
Clayton, N.C. 27520
The Project Engineer is:
John W. Harris, P.E.
Consulting Engineer
7909 Ocoee Court
Raleigh, N.C. 27612
[phone]
GENERAL INFO MAT N
The total Acreage of the Tract is approximately 57.04 Acres. 67% of the
property is forested and 0.7% has been cleared. The remaining 32.1% is low land and marsh the low area is
most likely wetland. Further investigation was needed to delineate the 401 & 404 designations. That
information will be included in our attachments.
IMPERVIOUS AREA.
Approximately 3780 linear feet of roadway will be needed to develop this
Property. The proposed Right-of-Way is intended to be 50 foot wide with an 18 foot paved roadway
surface. The developer intends to use NCDOT approved open ditch construction in lieu of curb & gutter.
Zoning for this property is AIL Lot sizes will average 1.1 Ac's. each (48910 sf +). The proposed houses are
expected to be no larger than 38 foot by 50 foot. And each lot may have as much as a 100-foot driveway
that would be 12 feet wide, and there is the possibility of a 10 foot by 10 foot utility storage building being
placed on the lot. Based upon the Stormwater Manual, the allowable impervious area for residential sites in
a non Environmentally Sensitive Overlay District is 15% (without additional BMP's). There are 51 lots
planned for this subdivision. The anticipated impervious surface area for these lots is computed as follows.
Each Lot: Drivve/walk 12' x 1050' = 0' - 1200 sf APPROVED
Storage Bldg. 10 x 10 = 100 sf
Total per lot = 3200 sf?' J(
51 lots x 3200 sf = 163,200 sf "Projected" Johnston County
Roadway; (ByAutoCAD) 87,549.27 sf Public Utilities
TOTAL: 87,549.27 sf + 163,200 sf - 250,749.27 sf or 5.76 Ac's. of total impervious
surface area by design.
Allowable Impervious Area = 57.04 Ac's. x 15% - 8.556 Ac's. (372,699 sf)
The anticipated impervious area is well below the allowable impervious area and is less
than 15%. Therefore, Land dedication will not be required.
The allowable impervious surface for each lot shall be revised to:
372,699 allowed - 87,549.27 for roads/51 lots = 5,591.18 sf/lot
PEAK RUNOFF it UC77ON•
This Tract is bordered by Middle Creek and is considered not to be a significant portion
of the total drainage basin at this location. Since the total anticipated impervious surfaces are well below
15%, peak flow attenuation is not required.
Per :
Chapter 3 Hydrology and Hydraulics;
Section 3.1 Design Storms
To reduce stream degradation, run-o,8 from all new development must limit the post development peak
run-o f'; from the 1 yr, 24 hr. storm to that of the pre-development peak run-off rate from the ]-yr. 24 hr.
storm.
Attenuation of the 1 yr. storm is not required in the following situations.
a) The increase in peak flow between the pre- and post-development conditions does not exceed 10%.
b) The proposed new development meets all of the following criteria:
1. Overall Impervious surface is less than 15%, and
2. The remaining pervious portions of the site are utilized to the maximum
extent practical to convey and control the runoff
The Project will maintain less than 15% impervious surfaces, and the design layout incorporates large lots,
level spreaders for water quality and Neuse River Riparian Buffers; this effectively maximizes the
developments effort to control storm water runoff quality. The requirement of a Predevelopment post
development comparison of the tributary located along the southern property boundary is not required.
Use method # 2
See Chart; figure 2.2.02
The total nitrogen loading from this site is 200.562 #/year / 57.04 Ac's. = 3.52 #/ac. This is less
than the 3.6 #/ac. limit; therefore, no nitrogen offset payment or water quality BW's will be needed.
When using Method 1 to calculate Total Nitrogen Export the following guidelines should be adhered
to when estimating the TN Export Coefficient from Graphs 1 and 2:
1. To determine the percentage of Right-of-Way that is pavement, the entire roadway
surface within the ROW should be used.
2. To determine the Number of Dwelling Units per Acre, only the land area within the
proposed single-family lots should be used. The area should also exclude all land that
is already utilized as undisturbed or managed permanently protected open space.
Figure 4.2.02: Method 2 for Quantifying TN Export from Residential / Non-
residential Developments When Footprints of all Impervious Surfaces Shown
Step 1: Determine area for each type of land use and enter in Column 2.
Step 2: Total the areas for each type of land use and enter at the bottom of column 2.
Step 3: Multiply the areas in Column 2 by the TN export coefficients in Column 3 and enter
in Column 4.
Step 4: Total the TN exports for each type of land use and enter at the bottom of Column 4.
Step 5: Determine the export coefficient for site by dividing the total TN export from uses at
the bottom of Column 4 by the total area at the bottom of Column 2.

(?)
(2) 3 4
T
Type of Land Cover
Area (acres) TN Export Coeff. TN export from
(lbs/ac/yr) use (lbs/yr)
Permanently protected 0.6
undisturbed open space
(forest, un-mown m ow,
i

w
etc.) N it 1Z
Permanently proteethd 2
managed open space
(lawn, grass, landscaping,
42-31
• $i?8
etc.
Impervious surfaces 21.2
(roads, parking lots,
driveways, roofs, paved or S`t" QQ$
14,5
graveled storage areas, t
raveled roads etc.
TOTALS G 0
4.3 Maximum Total Nitrogen Export Limits .200.561.
3• ??? ?„ 3 •?o
S,7.04 .
For all new development, the maximum allowable nitrogen-loading rate shall be held to 3.6 • • GK
Ibs/actyr. For loading rates exceeding 3.6 Ibs/ac/yr, developments have the following three options:
• BMPs can be installed to reduce the nitrogen-loading rate from the
Development to the allowable rate,
• A one-time payment (offset payment) can be paid into the Ecosystem Enhancement Fund,
or
• A combination of BMPs and a one-time offset payment.
The following Tables (Table 4.3.01 and Table 4.3.02) further breakdown how developments can
apply the options described above. Maximum buy down limits do apply and the guidelines are
based on whether or not the development is located within the Environmentally Sensitive Area.
30 Draft Revised 1/07
EXISTING DRAINAGEWAYS:
This site has one major drainage way, which traverses the southern border of the site (see
maps and attachments). The existing drainage way will be preserved with 50-foot riparian buffers measured
from the stream bank on each side of the stream (where property boundaries allow). An additional Stream
bisects the site and will also be preserved with 50-foot riparian buffers measured from the stream bank on
each side of the stream. The DWQ review letter has been included with this report to indicate the
designated streams and required locations for Neuse River Riparian Buffers.
DOWNSTREAM AND UPSTREAM DRAINAGE STRUCTURES
The Project site, as noted above is located along an un-named tributary to the Neuse
River. The site is approximately 32001f upstream of the Neuse River. There are no drainage structures in or
over the un-named tributary between the point it leaves the site and the Neuse River. Due to the large
degree of open and undevelopable lot areas in this subdivision and due to its relatively small size, the
stormwater impact is minimum and it will have an insignificant impact on the existing natural channel and
the Neuse River.
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1 _ ,? G7 Wow G. Ra" Jr., 6?petary
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Y G 'C Alan W. MAWK P.E. Dlnctor
Division Of Water QuM*
MY 26.2006
Daniel r. Bliley
614 South Second St.
Smithfield. NC 27M
Atha Mr. Du BhIcy
BASIN;
Neuse River X
(1SA NCAC 28.0233)
Complaint
rar Pamlico
(13A NCAC 2B M59)
NOV Buffer
NBR# 06-185
Johnston County
X
Pt'Rim Naa= Lockwood FOrsst SubdivhNoa
I.ocaua? . lust norL .,` ur
thethe Neus -ah t M•t O° sass s' ..oar.. , . .
Subject Stream:
Date of Determination: 7t2W006

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or ? s) ?d Awe bas or have been located on ON Soil SWvty of Johnston Couray, North
C"Not wA Or hasbeen c of the USGS Topogmphic amp at a 1:24.M sale, Eacb feaa+re duu is dwjw
"Not Subject*
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_Ju1-31-06 06c32A Daniel J. Bliley 919 934 8610 P.03
Lotdwood Forest Site
.Johnston County
7126=6
Page 2 of 3
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination trade by the DWQ or Delegated Local Authority that a surface water
e=ists and that It is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ
Wetlattds/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an 2d judicatory hearing. You must act within 60 days of the date that you receive ibis letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 1508 of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination Is final and binding union you ask for a bearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including say other Local, State,
and Federal Agencies) of this decisiom concerning any future correspondences regarding the subject property
(stated above). Ibis project may require a Section 4041401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Of ice) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at [phone].
Respectfully,
Michael Horan
Environmental Spec. I
CC: Shandn Coats-. Johnston County Govaument, P.O. Box 1049, Smithfield, NC 27577
Jamie Shern-US Army Coaps of Engineers, Raleigh Regulatory Officc
Wetlands/ Stotmwatcr Branch, 2321 Chbtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP Files
Central Files
NP?, ?` Carolina
.1vadurally
Norsh Carolina Division of water Quality Raiciah Removal Office Surface Wald' Proteeaon
k+ Phone [phone] Customer Service
ne[ 1i? as 1628 Mat) Service Censer RaWtk NC 2 7699-1 62 9 FAX [phone]
An Egwl OMOrlUWA*Mt4 AcOm EMOOYW-• 50% R,,IMMO% Post CoM,W Paper
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November 14, 2006
DWQ EXP No. 06-1556
Johnston County
CBE, Inc.
Attn: Mr. Charles B. Gordon, Jr.
P.O. Box 327
Clayton, NC 27S20
Subject Property: Lockwood Formt Subdiviskmh Phase I
UT to Neuse River (030402„ 27{39.7 WS-IV, NSWj
Approval of 401 Water Quality Certification and Autiorbuiden Certificate per the Neat River Baer
Protection Rules (15A NCAC 213.0233) with Additional Conditions
Dear Mr. Gordon:
You have our approval, in accordance with the attached conditions and time listed below, to culvert and row 105
linear feet of perennilil stream for the purpae otoond&cting the Phase I of the residential subdivision,. as described
within your Pro-constmdon Notification Application doted October 31, 2006. The hapecm are covered by Cmeral
Water Quality Certification Nmubor 3404. The Certt on allows you to use Nadcowlde Permit NW14 when
issued by the US Arno Corps of Eno ms (USAGE}. 1n addWwxk you should obtain or otfrorwise comply with any
other requirod federal, state or local permits bef= you go chord with your project including (bat not limited to)
Erosion and Sediment Contro4 and Nondisdwp regulations. Abe, this approval to proceed with your
proposed bnpacb or to conduct impact to water as depicted In your application shall aspire upon
expiration of the 404 Perandt.
This approval is for the purpose and design that you described in your application and revised level spreader design
calculations and d*Wb (October 31 and November 13, 2006. If you a haage your project, you must notify us and
you may be required to send us a new appficadon. If the property is sold, the now owner must be given a copy of
this Cart cation and approval letter and is thereby responsible for complying with all conditions. If total fills for
this project (now or in the fdm) o maW one more of wetland or 1S0 Know hat of stream, cowry mitigation
may be required as described in 1 SA NCAC 2H.0506 (h). Tide appmW requires you to follow tie conditions
HOW In dw auseied Water Quaft CertlGesdou (GC 3404) and nth add/tlonal conditions listed below.
The Additional Conditions of Me C dfieadoa arc
i. Impacts Approved
The following impacts are hereby approved as bug as all of the other specific and general conditions of
this Certification are met. No otter iaapacm an approved Wading hW&ntal imprnctst
Impact T)ps Aruoiwtt Approved Pkw Looadm or Rota wwe
Stream je!mimo 103 loony fee October 31 2006 PCN 8
NEE?g buffer Zone 1 3,305 L$qM feet October 31, 2006 PCN pqp 12
Riperimt bufBx Zone 2) 1 4,957 (mvere h!5 1_ 31 2006 PCN 12
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Nov-20-06 08:26P Daniel J. Bliley 919 934 8610 P.03
CBE, inc.
Page 2 of 4
November 14, 2006
2. No Waste, Spoil, Solids. or Fill of Any Kind
No waste, spoil, solids, or 611 of any kind shall occrar in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre-Consumdon Notification and authorized by this approval letter.
All construction activities, inaludiag the design, itutallation, operation, and maintenance of sediment and
erosion control Best Management Practices, skull be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management practices in order to protect
surface waters standards:
a) The design, installation, operation, and maintemce of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Contra[ Aifbnual. The devices shall be maintained on all constriction
sites, borrow site, and waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project
b) Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall ;riot be.phced in wetlands or waters without prior written..
approval by DWQ. If placement of sediment and erosion control devices in watlands and waters is
unavoidable, then design and placement of temporary erosion control me minis shall not be conducted in a
meaner that may result in d6-equilibrium of wetlands or atnunr beds or banks. adjacent to or ulfstream and
downstream of the above structures. All devices shat be removed and the natural grade restored within two
(2) months of the date that the Division of Land Resources has released the proojact
5. Protective Fencing
The outside buffet, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar higb
visibility material) for the areas that have been approved to h imp within the buffer, wetland or water prior
to any lead dkturbing activities to erasure compliance with 1 SA NCAC 2B .0233 and GC 3444.
6. Diffuse Flow Measures Approved
The diffuse flow measures (level spreader designs submitted on November 13, 2006) must be implemented
and the d mwater mmpmeat facilities shall be mstnicted and operational before any permanent
building Is occupied at the subject site. The structural stor. water practices as approved by this Office as
well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Wow Quality.
7. Decd Notifications
Deed nodficadous or°similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
riparian buffers m order to assure compliance for future wcthu4 water and tipatian buffer impact. These
umdaubms shall be pat In plaq prbr to Impact as any wetlands, waters and/or buffm approved
for impact under tkk Cerdfladon Approval and Authorhatfoa Cirdflcate.
8.. Coaatruction Stormwatcr Permit NCG810000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources
(DLR) or a DLR delegoted local erosion and sedimentation control program, an NPDES General
stormwater permit (NCG010000) administered by DWQ is automatically Wood to the project. This
General Permit allows mrmwwr to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to construction
projects that disturb one (1) or more acres), full compliance with permit conditions including the
9"d bOL068L:Ol S?b92)JF,LF :i.n?a H;34,'TT QfM=)_1D_nnK
Nov-20-06 08:26P Daniel J. Bliley
919 934 8610
P.04
CBE, Inc.
Page 3 of 4
November 14, 2006
sedimentation control plan, self monitoring. record keeping and reporting requirements are required. A
copy of this permit and monitoring report forms may be found at
flap:#h2o.gwrstate.nc.ua/.rrr/Forms2rgMhtml
9. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profile is not
altered. Existing stream dimensions (including the cross section dWernaions, pattern, and longitudinal profile)
must be maintained above and below locations of each culvert. Culverts shall be doaigncd and installed to
allow for aquatic life movement as well as to prevent head cutting of the streams. If any of the existing pipes
am or become perched, the appropriate stroarm grade shall be w-established or, if die pipes installed in a
perched manner, the pipes shall be removed and re-installed correctly.
Cnttvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up or
down stream of the culvert(s). Installation of culverts in wetlands must ensure continuity of water movement
and be designed to adoqustely accommodate high water or flood conditions. Existing stream dimensions
(including the crone section dimensions, pattern and longitudinal profile) shall be maintained above and
below locations of each culvert. Placement of culverts and other structum in waters, streams, and wetlands
must be placed below the elevation of the streembed by one foot for all culverts with a diameter greater dm
48 inches, and 20 percent of the culvert diameter for culverts having a diamcter less than 48 inches, to allow
low flow passage of water and aquatic lifer The applicant is required to provide evidence that the equilibrium
diall be maintained if requested in writing by DWQ.
?he establishment of native, woody vegetation and other soft stream bank stabilization technkltces must be ,
and wbere practicable instead of riprap or other bank hardening methods. If riprap is necessary, it shall not
be placed in the streambed, unless specifically approved by the Division of Water Quality.
Upon completion of the project„ the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the 1401 Certification has bean complevA-
The responsible party shall complete the attaacbed form and return it to the 40l/Wedanda Unit of the NC
Division of Water Quality upon completion of the project. Please send photographs ups"am and
downstream of the culvert site to doewnent correct butalladon along with the Cerdfncate of Compkdon form.
10. Work in the Dry
All work in or adjacent to stream waters shall be condwW in a dry work area. Approved best
management practices from the most outset vasioa of the NC Sedbreent and Freston Con&W Mamral, or
the NC DOT Comiructlon mud MaLoWnance ActlvWar Manual, such as sandbags, rock berms, cofferdams,
and other diversion sdlnctures shall be used to minimize excavation in flowing water.
11. If concrete is used during the con smiction, then a dry work area should be maintained to prevent direct contact
prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured
concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic
life/fish kills,
12. Certificate of Compledon
Upon completion of all worst approved within the 401 Water Quality Certification or applicable Huffer
Rules, and any subsequent modifications, the applicant is m quuired to return the attached certificate of
completion to Ilse 401 Oversighdp.Vresa Review Permitting Unit; North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC„ 27699-1650.
13. Notification of Construction
The applicant and/or authorized agent shall correct the DWQ Express Review Program in writing at the
letterhead address within ten (10) days of the commencement of construction.
S'd t7tL068L:01 S£b9ZLL6t6 :WnM-4 HZf7:11 9AAP-JP-nnr.
. . . .
Nov-20-06 08:27P Daniel J. Bliley
919 934 8610 P.05
CBE, Inc.
Page 4 of 4
November 14, 2006
Violations of any condition herein Set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application and as authorized by this Certification, shall eupire upon expiration of the 404 or
CAMA Permit.
If you do not accept any of the conditions of this Catiftc ation (associated with the approved wetland or stream
impacts), you may ask for an adjudkdory hearing. You must act within 60 drys of the dtde that you roceive this
letter. To ask for a haring, send a written petition, which conforms to Chapter 1508 of the North Carolina General
Statutes to die Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a heating.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) atoll be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. I SOB.
'Ibis letter complet a the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian bullet p v=tion rule a described within 15A NCAC 2B.0233. If you have arty questions, please
telephone Lis Myott or Cynthia Van Der Wiele at 919-733-1786.
AWKIlem
Enclosures: GC 3404
Certificate of Completion
Sincerely,
//,I Alan W. Klimek, P.E.
cc: USACE Raleigh Rogutatmy Field OfScs
Eric Kula, DWQ Raleigh Regional Office
DLR Rakeigh Regional Office
File Copy
Central Files
Daniel Bliley, 614 South Secoad Street, Smlth#ieid, NC 27577
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