20052134 Ver 1_Complete File_20051129

?OF W ATFj94 Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 13, 2006
DWQ Project # 05-2134
Wake County
Mr. Daniel T. Sullivan
Contentnea Creek Development Company
8502-202 Six Forks Road
Raleigh, NC 27615
Subject Property: The Gates of Ethan's Glen
Ut to Barton Creek [030401, 27-15-(2), WSIV, NSW, Ca]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Sullivan:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 82 linear feet of stream, and 5,675 square feet (ft) of protected Zone 1 Neuse
River basin riparian buffer and 2,636 square feet (ft) of protected Zone 2 Neuse River basin riparian
buffer for the purpose of constructing a residential subdivision at the subject property, as described within
your application dated November 28, 2005, and received by the N.C. Division of Water Quality (DWQ)
on November 29, 2005, with more information received by the DWQ from you on February 9, 2006.
After reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s)
NW39 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge, and other regulations. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or
CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
Conditions of Certification:
401 Oversight/Express Review Permits Unit NoQ?` mra, J na
1650 Mail Service Center, Raleigh, North Carolina 27699.1650 ?? `?
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/100/6 Post Consumer Paper
Contentnea Creek Development Company
Page 2 of 3
February 13, 2006
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved nits Plan Location or Reference
Stream 82 linear feet PCN page 4 of 9
Buffer - Zone 1 5,675 (square feet PCN page 8 of 9
Buffer - Zone 2 2,636 (square feet PCN page 8 of 9
Sediment and Erosion Control:
2. 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 erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance 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 Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, 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 high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Contentnea Creek Development Company
Page 3 of 3
February 13, 2006
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.ne.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans, including a signed and notarized Operation and
Maintenance Agreement Agreement, must be implemented and the stormwater management
facilities shall be constructed and operational before any permanent building is occupied at the
subject site. The structural stormwater 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 Water Quality.
8. Critical Area Water Supply Watershed Requirements
Per the requirements of the Critical Area Water Supply Watershed in which the proposed
residential subdivision is located, a limit of 30 percent total lot imperviousness will be placed
on all lots.
9. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater 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 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 http://h2o.enr.state.ne.uslsu/Forms Documents.htm.;
10. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
11. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(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). Existing stream dimensions (including the cross section
Contentnea Creek Development Company
Page 4 of 3
February 13, 2006
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
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 §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
Certificate of Completion:
12. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 /Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
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 expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the 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
hearing.
if
Contentnea Creek Development Company
Page 5 of 3
February 13, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
AWK/Ym
Enclosures: GC 3402
Certificate of Completion
Al n W. Klimek, P.E.
cc: Jennifer A. Burdette, Natural Systems Engineering, 3719 Benson Drive, Raleigh, NC 27609
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 052134TheGatesOfEthansGlen(Wake)401
aW
N
.'W E'y BURDETTE LAND CONSULTING, INC.
308-D W Millbrook Road, Suite 200 - Raleigh, North Carolina 27609
Telephone [phone] - Fax [phone]
S
February 9, 2006
Ms. Cyndi Karoly
401 Oversight/Express Review Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
RE: The Gates of Ethan's Glenn
DWQ Project # 05-2134
Raleigh, Wake County, North Carolina
BLC Project # 50002
Dear Ms. Karoly:
p@P=oeP= I
FEB 9 2006
DENR - WATER QUALITY
WETLANDS AND STORMNAITER BRANCH
First, we would like to thank Mr. John Dorney, Mr. Ian McMillan, and yourself for taking
the time to meet with us January 18, 2006. This meeting was very helpful to Mr. John
Harris, the project engineer, and I in responding to your letter dated December 2, 2005
requesting additional information regarding the proposed residential subdivision.
Mr. John Harris prepared the attached response to items 1 and 2 of the letter regarding the
estimation of impervious surfaces anticipated and diffuse flow provision measures for the
project including the associated level spreader worksheets. A full-sized set of plans is
also provided for your reference.
As we discussed in our meeting, 228 linear feet of compensatory stream mitigation
should not be required for the subject project since NCDWQ issued the previous 401
certification (Ethan's Glenn Subdivision) in 2000. On March 18, 2002, NCDWQ
changed the stream mitigation requirements of the Water Quality Certification applicable
to this project. Prior to this date, mitigation for stream channel impacts was determined
on a per tributary basis rather than the entire project. Because the proposed stream
channel impacts occur on a separate tributary than the stream channel impacts previously
permitted, mitigation would not have been required had both of these project been
permitted at that time. However, it is important to note that there were no plans to
develop The Gates of Ethan's Glenn at the time that Ethan's Glenn subdivision was
developed approximately five years ago. Therefore, as indicated in the Pre-construction
Notification application, the applicant proposes to provide compensatory mitigation at a
2:1 ratio only for the proposed 82 linear feet of stream impact.
or
Ms. Cyndi Karoly
February 9, 2006
Page 2 of 2
Please do not hesitate to contact Mr. John Harris directly at [phone] if you have
any questions about the information that he provided for this response. I can be reached
on my mobile phone at [phone] if you have any other questions about the project
and cannot reach me at my office.
Sincerely,
BURDETTE LAND CONSULTING, INC.
Jennifer A. Burdette, President
Sr. Environmental Specialist
Attachment
c: Eric Kulz - DWQ Raleigh Regional Office
Monte Matthews - USACE Raleigh Regulatory Field Office (letter only)
Dan Sullvian - Contentnea Creek Development Co. (letter only)
John Harris (letter only)
JOHN W. HARRIS P. E.
Telephone [phone]
CONSULTING ENGINEER
7909 Ocoee Court
RALEIGH, N. C. 27612
21, December 2005
Jennifer Burdette
Burnette Land Consulting, Inc.
308-D W. Millbrook Road, Suite 200
Raleigh, N.C. 27609
RE: Response to DWQ comments;
The Gates at Ethan's Glenn
Dear Ms. Burdette;
I have reviewed the Letter you received from Cyndi Kyroly. I understand that you need me to
respond with regards to two of the three questions.
1. Provide an inventory of the impervious surfaces.
This project is a residential subdivision. The Developer is constructing a road system
infrastructure and selling the lots to Builders. The future builders are not part of this
Development Company and as such the Developer has no knowledge of the proposed
impervious footprints the builders will be requiring. However he can set a maximum
allowable percent of impervious surface in accordance with State approved-County
regulations. This Project will be using Stormwater Management controls and the lots are
considered large; Nitrogen run-off is to be controlled and is within allowable limits. The
stormwater run-off flow from the development will be at, or below, pre-development
conditions. With these conditions the Wake County Development regulations (Stormwater
Control, Management and Watercourse Buffer Regulations as Approved by the Wake County Board of
Commissioners, May21, 2001), in compliance with the State of North Carolina DWQ, allows
up to 30% of a lot for impervious surfaces. This is computed from the actual lot area.
Thus the maximum impervious surface area allowed is different for each lot.
I have included, with this letter a typical home layout condition that we expect to
see constructed on these lots. It lists the required and actual impervious surface areas on
the drawing. I am also including a chart of the areas of the 72 lots we have in this
subdivision and the corresponding "allowed" (30%) impervious surface that can be
covered on each particular lot.
The Builders will be controlled to assure compliance with these regulations via the Wake
County Building Permit process. At the time when they are ready to construct the homes,
the County requires them to obtain a Permit by submitting a building plan. This plan must
meet the allowed impervious limits as we have computed and recorded them on the
Recorded Plat maps.
2. Indicate the Diffuse flow provisions and provide design data.
The Diffuse flow designs are shown on the attached construction drawings. We have kept
things simple and used level spreaders at each of our concentrated flow locations. If you should
have any questions or need additional information, please give me a call.
incerely;
ohn W. Harris, P.E.
Consulting Engineer
The Gates at Ethans Glen
Lot # Total S .Ft. Imp. Surface Allowed

1 62023 18606.9
2 40100 12030
3 40100 12030
4 40102 12030.6
5 40100 12030
6 40100 12030
7 40100 12030
8 40101 12030.3
9 43671 13101.3
10 40220 12066
11 40204 12061.2
12 40100 12030
13 40101 12030.3
14 40101 12030.3
15 40149 12044.7
16 136931 41079.3
17 152073 45621.9
18 59960 17988
19 55856 16756.8
20 49637 14891.1
21 57864 17359.2
22 17511 5253.3
23 58890 17667
24 59916 17974.8
25 48805 14641.5
26 60006 18001.8
27 67472 20241.6
28 61096 18328.8
29 44941 13482.3
30 46051 13815.3
31 41720 12516
32 40891 12267.3
33 55569 16670.7
34 68138 20441.4
35 59628 17888.4
36 97616 29284.8
Lot # Total S .Ft. Imp. Surface Allowed

37 93884 28165.2
38 60457 18137.1
39 117113 35133.9
40 105186 31555.8
41 68145 20443.5
42 104174 31252.2
43 40227 12068.1
44 55000 16500
45 89646 26893.8
46 134482 40344.6
47 82659 24797.7
48 114567 34370.1
49 126881 38064.3
50 165-29 -30-98-7
51 120016 36004.8
52 53346 16003.8
53 55164 16549.2
54 40296 12088.6
55 42372 12711.6
56 40923 12276.9
57 40100 12030
58 43110 12933
59 40102 12030.6
60 40353 12105.9
61 51415 15424.5
62 86662 25998.6
63 155111 46533.3
64 49622 14886.6
65 41623 12486.9
66 40100 12030
67 40104 12031.2
68 40100 12030
69 40100 12030
70 40114 12034.2
71 40112 12033.6
72 97019 29105.7
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Ethans 8 Area Chart LEVEL SPR EADER CA LCS
DITCH C 1 AREA Q SLOPE AREAS 010 13 LENGTH DFFAULT(IOFr) L.S.•
A 0.4 7.5 2,2 6.6 PIPE ONLY -
Bt 0.4 7.5 0.21 0.63 9.65
B2 0.4 7.6 0.68 2.04 1.80 81,82 267 13 34.71 - 1
83 0.4 7.5 0.09 017 1.80 B3 0.27 13 3.51 10 2
C 0.4 7.5 3.11 9.33 PIPE ONLY
D1 0.4 7.5 0.56 1068 4.45 D1 1.68 13 21.84 - 3
D2 0.4 7.5 0.06 0.18 4.45 02 0.16 13 2.34 10 4
D3 0.4 7.5 0.07 0.21 4.45 -'.-- - -. '- ,' ?.
E 0.4 7.5 0.91 2.73 4.45 - -
Fl 0.4 Z5 2.64 4.26 F1 2.64 13 34.32 5
F2 0.4 7.5 0.39 4.26 F2 0.39 13 5.07 10 6
G1 044 7.5 3.93 PIPE ONLY - -
G2 0.4 7.5 229 6.87 PIPE ONLY -
Ht 0.4 7.5 R 5.58 4.74 H1,J1 6.66 13 86.58 7
H2 0.4 7.5 0.6 4.74 H2 J2 09 13 117 8
J1 0.4 7.5 1.D8 1.15
J2 0.4 7.5
K1 0.4 7.5 . 5.76 1.02
K2 0.4 7.5 0.1 0.3 1.02 -
L1 0.4 7.5 1.75 5.25 1.78
L2 0.4 7.6 0.18 0.64 1.76 -
M1 0.4 Z5 361 10083 8.89
M2 0.4 7.5 0.26 0.78 6.89 L1,L2M1,M2 17.4 13 226.2 9
Ni 0.4 7.5 0.7 2.1 6.80
N2 0.4 7.5 1,33 3.99 6.80
N3 0.4 7.5 0.23 0.69 6.80 N1,N3 2179 13 36.27 10
P7 0.4 7.5 0.16 0.48 2.34 P1,N2 4.47 13 58.11 - 11
P2 0.4 7.5 0.06 0.18 2.34 P2 0.18 13 2.34 10 12
Qt 0.4 7.5 0.22 0.66 8.88 Oi 0.66 13 8.58 10 13
02 0.4 7.5 0.06 0.18 8688 Q2 0.18 13 2.34 10 14
R7 0.4 7.5 0.08 024 1.14
R2 0.4 7.5 0.05 0.15 1.14
S1 0.4 7.5 0.12 0.36 6.87
S2 0.4 7.5 0.09 0.27 6.87
T7 0.4 7.5 0.16 0.48 1.80
T2 0.4 7.5 0.06 0.18 1.80 R7 R2 St S2 -
U7 0.4 7.5 0.15 0.45 3.11 T1,T2U1U2 2.34 13 3042 15
U2 0.4 7.5 0.07 021 3.11 BB1 BB2CC1
V7 0.4 7.5 0.17 0.51 11.60 CG2DD1,V1 6.96 13 90.48 16
V2 0.4 7.5 0.23 0.69 11.60 V2 0 69 13 8.97 10 17
W 7 0.4 7.5 0.07 0.21 3.95
W2 0.4 7.5 0.49 1.47 3.95
X1 0.4 7.5 0.07 0.21 1.66 W1 X7 042 13 5.46 10 18
X2 0.4 7.5 1.71 5.13 1.66 -" - -'
Y 0.4 7.5 0.65 1.95 PIPE ONLY ', -
Z1 0.4 7.5 0.18 0.54 4.81 Zi AAI 0672 13 9.36 10 19
Z2 0.4 7.5 2.74 8.22 4.81 -
AA1 0.4 7.5 0.06 0.18 1.70 -
t
AA2 0.4 7.5 0.43 1.29 1.70 . -- "'
BB1 0.4 7.5 0.06 0.18 1AD - ? --" -
862 0.4 7.5 0.37 1.11 1.40
CCt 0.4 Z5 0.17 0.51 3.21 - = - `P -
CC2 0.4 7.5 1.03 3.09 3.21
DD1 0.4 7.5 0.52 1.56 11.60
DD2 0.4 7.5 0.42 1.26 1.55
003 0.4 7.5 0.06 0.18 1.55 DD3 0.18 13 234 10 20
OD4 0.4 7.5 0.11 0.33 11.60 DD2 DD4 1.59 13 20.87 - 21
EEt 0.4 7.5 0.1 0.3 3.83 =` - --. -'
EE2 0.4 7.5 0.1 0.3 3.83
FF1 0.4 7.5 0.25 0675 1.00
FF2 0.4 7.5 1.97 5.91 1.D0
GG1 0.4 765 0.07 0.21 3.46 -
GG2 0.4 7.5 0.19 0657 3.48
HH7 0.4 7.5 0.19 0.57 5.00
HH2 0.4 Z5 0.48 1.44 5.00 FFIFF2GGI -
JJ1 0.4 7.5 0.14 0.42 6.28 GG2 HH1,HH2
JJ2 0.4 7.5 0.17 0.51 6.28 JJi JJ2 10.38 13 134.94 22
K1 0.4 7.5 24.04 72.12 PIPE ONLY -

PIPE 0 C 128 AREA Q AREAS
PIPE 1 0.4 8.19 2.2 7.21 A
PIPE2 OA 8.19 4.56 14.94 B1,82D1 C
PIPE 3 0.4 8.19 7.61 24.93 E F1 01 G2 H1 J7
PIPE 4 0.4 8.19 6.02 19.72 W2 X2,Y Z2 AA2
PIPE 5 0.4 8.19 1.91 6.26 882 CC2 DD1
PIPE 6 0.4 8.19 0.42 1.38 D02
PIPE 0.4 8.19 1.71 5.80 P1 N2 Q1
PIPE B 0.4 8.19 48.36 158.43 N3 N1 Jt J2 H1 H2 G1
G2 F1,F2 D7 D2,D3 C,
A 81 B2 B3 W 1 W2 Xi
X2YZ1 1 BB7
BB2 CCt CC2 D01 V1
PIPES C 1100 AREA Q ."....'.. ._.. .
PIPE 1 0.4 10 2.2 8.8 A
PIPE2 0.4 10 4.56 18.24 81,B2,D7 C
PIPE 3 0.4 10 7.61 30.44 E F1 G1 G2 H7 J7
PIPE 4 0.4 10 8.02 24.08 W2 X2 Y Z2 AA2
PIPE 5 0.4 10 1.91 7.64 8B2 CC2 DD1
PIPE 6 0.4 10 0.42 1.68 DIM
PIPE7 0.4 10 1.71 6.84 P1142Q1
PIPE 8 0.4 10 48.36 193.44 N3,N1 J1 J2 H`IH2,G1
G2 Ft F2 Dt D2,D3,C
A,B1 B2 B3 W1 W2 X7
X2 Y 21 Z2 1 AA2 BBI
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02/06/2006 11:20 9197890744 HARRIS ENG PAGE 02
TN GArT /?T F_T-4A t,t 6LEAKA
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
1=or' Leve_Ls S?r?e e?'S 1 - ZZ
The level spreader Is deflned as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. - Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a, Aemmulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) indres and prune plants W they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the stricture. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., etch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree.by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: D'40 i £z' / ?w/fi`??-?
Title: ?yfLd?F?2 ?O???tFie
Address: 8 542 - 2 0! -5,k %ooe 4S
Signature:
Date: 2 ?( 7 / v G
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of V _
County of? do hereby certify that %-
personally appeared before me this 7*? day of . -2
e, , and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and
official seal,
C
i -
s dp
z 'OUBLIC % rCOi N?l
SEAL
My commission expires
Page I Uri

J_ I
1
6 4 6 sq.
`'.058884 sa. 1
J?/i'5G1I1GIIL
%/1111(.L11V11l.
Easement
UIR@LROWRY
FEB 9 2006

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FEB 9 2006
DENR - WATER Q
\ 0 WETLANDS AND STCZg BRANCH
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M?M O
DENR W e--r WETLANDS _ WATER QLAUTY
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Iv/ 10' Acce
Dries

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Ha za
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15,419 sq. ft.
Allowable
Impervious Q?
R=25' 4,
L=23' 1,
r ?
U
FEB 9 2006 0
DENR -WATER QUALITY ~
YVEl1ANpg AND CATER BRANCH 7 /

ent
tenti nc:) ?e
nd
`SB-22 115
63
155,111 sq.
3.561 Ac.
46,517 sq. ft.
Allowable
Impervious
J 62?
86,662 sq
1.989 .4
25,989 s(
All o wa i
Impervl
z?
OM PMJW No, 05---2/3v
OVUM OF WATER OVALMY • LEE SPREADER WORKSHW
L DRUM PFORM TM tpfaaso m* w tw b bmv intonnafon):
Rroisamm: c tra t+ rr E?.:,? mot, ? t l
C,tarltaCt PelrlOn: J??t,.v 'r,,cri. +.'???j?,? PFIOns NYrtIbK { g."1) 96 f °•t??i!?
levN t3pretder lD:. Ls ? t T
L" apre@* t.erplh `? ? t fl (perpardadsr b Acrr)
DrAVP A? N? (on?dM and
n ott n drakreVe b tlw fevettprrader)
(mob sad ol4b ftkwge to ft lees! ufwsader)
Meudnwm Filter 9irlIMITsr slope % (tf'i', for iatiebed, leer Otlx Dover, a!!6 for tfrttol prouna rte'
sr
Mtcc, Died?srge sleet a 10 Year storm 7 eta
Max DNdsargs ID Level Spreader der
Fbw R*Btdfer VopMon Cz R Rte: (hck pound cover or grata, oanbpW treat wIlh leaf Mar
g)
Rn.ftre*w t a &ypast A66w
IL REQUFM ITEM CHECKIW
MNfel in the #paoe provided to indica6? the ioAowfSg design rsrauiremtntt haw been met end supportlng doorrmentsgor? b aNerohW. lfe
mqd mer>tba mtbeen mt, abash an exp*w*n of why, At a mk+i #^ a efonnwabr mms9tttrent Finn eut>ttif kwkw s
e wodcetwet for each BIV, design WwWOons, plait and wodksftw showing a1 BMPt and outlet dructure d@Wb. a &ww
wAwft OP wM
Oftnal irWwriislon wed stbetad* de&W lay ffi W wA w *W appwW fo the F*d "* In e recriuet for
L,) Level spreader is at least 13 t per oft for thick ground cow or pw or 100 R per ob to cawto W forest WIV loaf
1J (A ?
Pro•Fonn Scour Hobo am on tat elopes only
-SLV M w druclurea are Wated in protected txdhrs'
Hbypees Plaft W" In ft Draft level *"dw Design Optlon Doament
.,J (A _ 8ypwa metlrod lo specified (f app! u&lv) and plan dstaW and cWauWkxw am provided
N I A d Dmfwp to !suet speeder end subWmt OW s* is hV t',a#%* and spalloAtr uWata hem ft bypaea
c7 w+? ri 1r0 ebugtures are located in protected buffam
MIA !art doW for ft bypas and Dudek we proWM.
70 ?-i The operstlon and rnakrtarrartoe agreement Includes annual etoeiort and vegetation rq*,
TIO OWsdm and msinten rve agreement Op ul end notarised by ft raponatblo patty is provided.
' Level spreaders In series con be used on slopes of up to 15% to tioresttd areas with )WNW oowr or on dopes of up to 25% in areas
w1h thlctr paced cover a grams l designed woording to the DMR Level Sproadsr DWp? Opow Docaenor t. Thlo pobrltlpAir requi a
mina valeta in proGaoted buffer arose, In any ewM dte ww4 love! spreader owroDt be bordep in Zone 1 of a pnob*d bulfer am.
Z0 30Vd 9N3 SIddVH OVLfi68L616 _?:9Z 909'i8d;'1
DINOPmONo. 0S--1/37
1. lMtW ICT WORMATION
Pnopct Name : ??
Contact f ww : -L
Leref $p VM* IM, US nk' 2.
Level Orgree LOO
ahape A
IMW.I ua Area
Madrwm FlWer M"uf fer &O
9=8
DM31ON OF WAT1911 QUALITY • LEVEL BPREADBt WORK6HE81'
the lw lM*Q informalort):
s - en, (e for, 44% 0
Phone Number.
&10+ ,rah;.
Mss. D*twpe bom a 14 Year Sloan O.2, 7 cts
Max. Dlad" to Lewl W"der _ - da
FYbr &O%L r V"oodlon E, jg..4t,
Protubrarrt or Bypass Method - 1 44 r r4
IL REQUIRIM REGIS CHLCKLI$T
OwPw4w w b lbw)
(orOlfe and 044o drainage bto bawl qnW
(on?lte alyd olt?te drainage b the bwl aprgader)
(tf96 for breebd, feat Briar cover, 8% for thick ground cover)"
(thick ground oowr or greet, cerwpied for*wNh bat lltw
rLawl"
tn"W in l* specs provided to kxiicale the blowing desir requirements hove been net and wppod lM doc;unantaeon ?s sbcW. Ifa
a wwWoet for each DMP,deso cdwWlns, Plana and s e
podawilIm Ww AV d BMRt end oude shuck nn deteib, a domed
drshapa Man and a My examlled operatfan and maims wa wosa ord. M inoompbts subnd W package W result in a request for
adMWW kltomOw and wit subwWrOoihr delay liner review and approval of 1* pr f oa
__Level spreader is at least 13 R. per aft for Thick found cmrer or grass or 1 Q4 R per o1s In cxwrepisd lofeet with bet
Altar.
A Ifter, IM Scow Hofer 1we on lot sbpes only
No *uct Tres are Woted In prollo*d buStre
ff bypass method spedibd In W Draft Levu Spreader Da* Oplon Oocunent
Al (A Bypass malhod is speoi6ed (if appfiadde) and plan details and osbufaborm we wavided
611A Dbohsrpe b WM spreader and a?aaquerrtSOpr sbtp is hy*aMcdy wd *at* me; Pi vie from to bypass
discharge. ,
"llyj H No otm*roa we locatsd in pro*W bulhm.
NIA bare debits for the bypees and oug* we provided.
a,?_„t ._,,,,_T1re operation and ma 4enwa spreernent keludes annW erasion and vvsge*W repair.
The operation and mWntonw w agreement signed and notarbW by to moponeiGie party Is provided.
Lwet spreaders In series con be used on slopes of up to 15% In loreeled ah+soa with feat War cover or on siopsa or up to 26% in areas
wish thick ground wwr or grass if d*nod according to ft Oran Level Strexbr Destgn Option Dmmw t This p*n`* hie ON a
minor variance in probrcted buffer areas. In any event to second level spreader corhnot be baled In Zone 1 of a 0 M h bbd buhr area.
60 39t1d ON3 SI?IdVH t'tLOHc61o 9T 9Mr'8E3i'9
QwO Project No. Q S - 21&
OM M OF WATER QUALITY . LEM &MWJ ER NIt9Rl(3t W
1. PRUW MORMATION 044 oof"w the TDlbwv kdM
Pmjsot Name.: 7M L, G ..+hr c..? 5*lk el",.
Cot id 1', Awn Sj it ; acy&
Level Speadw ID:, le 4

L M Spreeder L&Vlh zr . 94 ft.
Drok IeAm s? ao.
IR?erVklUe Alec N,LA__ aC.
iMlardratnn flier Sklplitft Slope %

MML D*iwpe kom a 10 Year Slam cfs
ft ONOhelpe ID LOW Spnepder oft
Flier 8tripl Lhr Vepstebn 5
Pre•bvOw t or Bypa s Method ,V / ?
N. REQUIRED ITEfi10 CHECMMT
,Owpwft*f,*W
(""k end of-* dmkwpe to the kiwi spreader)
(on-Sb and ON-lb 0*440 do Ow wM woo*)
($% for lvreslsA leaf It w Cover, 894 for Nd prowW oow)'
(thick hound cover or grew, canopied forest with Nat fll6sr
pralndoav+er)
fnl ldl in fx apace prowMed to Irtttiosrll ft tdk wing deaipn requimme t have bw met and mp m ft * wit w Is wa*,ed. Ya
? q*wne d ha not bow t* 40t w axphuNan of wily. At a nrkrkrswn, a eornpleb some *w mw 4penaflt plan abrtri M k ck4w
a worksheet for sKh BMR design caiailadons, plans wd spedilm orrs " al 5Ws and auM etrtrolwe dw b, a Mod
dr*W plan and a"era MM operation and meintMM agreement An InoanpW su brrdttal package vAl nwddt in a request for
MWOMtel kAximb end wll wbstardaly delay fnd revlsw end appmvW of the projoa
A wo
;1 w ij Level spreader Is et *01 13 R per eft for thick Vaind cover or grass or 100 R per ofe in M" w ti)11l61 rrlfft leaf
lt6er.
j1 Pre•Fofm Scour HoW are an let elopes only
mh? *11 No etruftres are looafnd it pmbcted buffers'
H bypass method speofkd in fit Draft Lawl 8p "* Do* Option Doow"
.,
rdt and
plan D6&V to levels WeWw and subesquentOW ship le hyd?ratAi * and epetlafly sward from Vw bypeae
7 VJ H _,_No st c turw are baatad In pmWc led buffars.
bn deb b for the bypees and wft are provided.
*1 ,The operdw end msintenwa agrwnKA krduda Mnr?ual efoebn and vogeldim fepak,
The gwsban and msintena w Wftn*M signed *W rNM Awd by ft respon" party Is pruvkkd.
Level spnsders in marls can be used on slopes of up to 16% in twwN areas wNh kW Ow cover or on staple of up b 2®44 in gross
v,M Olaf ground cowl or peas If designed aceordnp to the Draft Level Spreader Deeign Opft Doman t. Tide pots g* requires a
minor vartenca in protested buffer was. In any event the swoond WA spreader cannot be b*w in Lofts 1 of s pnmisclsd Whrares.
PO 39Vd 9113 Mi8VH VVLOE81616 ss:91 9011"180!Z73
DWO Project No. 05 -,-,2),-3q
DNIMM OF WATER QUALITY • LEVEL SPREAM WORKII I*ff
i. PRIMMT WOW M1TION WOW oonnptele the b1byMn
CMW Puaon; - 'DAO.L. W wd;,6 ? -
t avef 8 MOON er V.
Leval Spreader L ro 10 R
Ala b ace, ac.
"wftx Area A) ac.
Me un FlNer BtipleiAW Mope cp°?'0 9i
Ores
Mace, OWN" from a 10 Yaw 8bnn Zj : r l? cis
Filter W plufllar bb sq
Pre-trubnent or Bypass mom AUJ?
0. REQUIRED REINS CHECKLIST
Phone Number:
s*
(P ?b"
(a* end of4b **Wpe to ft OW spreader)
(on-* and o" be drakm pe to the bust Spreader)
(6% br "W, leaf bider wwr, 8A for NO pound ww)•
(thick ground corer or grass, caropted tDreet wM teat lifter
groom)
IMW in the Space provided tD kfdkats to folbw4 design MtPilromenM have been met and supporting domrwnbdm is att+x*W. it a
rSWbenrenf has10boea mat, 000 a?exptenaft ofi0y At a ntkfkrnlm, a ccmplab eborm aw manapemerd plan RbT# al lnchfdes
a worksheet for each BMP, OWW c lculnbans, Plano and spedltcatona +hov+ V al BMPS and cutlet etrucaue of WS, a dew o
depkAp pbm and a Nk e>oK Md opergon and maintanwoe aVwwt, An wmor* 9erbrrfNtSl packep W1 nwlt M a request far
aMcflM Mm odon and
wIA ?f'deley fsnal rovleMr end eppraval a @+ee project
AWANIM&
3'??d? Leve! Sproader Is A least 13 R per cfs to to ground cover a grass or t0C R per ob In templed treat with k*
fllssr.
,u t wPro-Form Soour Fblee are on tat *M only
- no m No structures we baled in prateated butlers'
ff bypM neW sped(led In the Draft UW Spreader Oealpn Option Dowmv t:
f Bypass method Is spW#o (N appuaebie) and plan detafle and asordebuns are prmided
Dk vp to Wel 6Mp* mcl Maquent 9* strip Is hydraclftly and WPO*y separate from be bypM
_ tai No singes are boated In prate W buffers.
Plan daWls for the bypoes aW outlets are PVWW.
. ?7Xr= i f The opera m and nlirntenarme agreement hdudu annual erasion and YegaM on repair.
the operation and mwrtbnarm agreement signed end noWbad by I* rospuraW party Is provided.
' Level spreaders in series can be used on slopes of up to 13% In tbneted area wide kwf War Dover or on sf'opae of up b 2% M areas
vlpt Oft VwW cover or grace 0designed acoorft to the Draft L.evet Spreader Doelp Opton Doarmeot, Thin powd * requires a
minor variance in pro*W twffer area. In any event the second level spreader cannot be located In Zone 1 of a Wabo ad MW area.
so
DWQ Pr*d Nq. DS - ;2/ d y
ONISION OF WATIM QUALtiY • LEVEL. SPRE.AM rMOMCMeT
6 PROJECT WVWTMN (please cornpisb tM Mbw V iabormebm);
Pmj@d Name ThAL 6w ?f. c C 6t•J.Lt n S dZ (tM^ GS ~t
QOnfaut POW.- b art. S a ( t ,ra a, Ph" Number:
Level Spreader V. LS #5
LevM St "cw i.enq?h ? `? !t
Drainage Aida Q , 8? ac.
WwWous Ana nI ! ac.
Mm*m n Flier Ss#Su fer slope cg '(0 %
grass
Marc. Diedharge hom a 10 Year Storm ? G u cis
Msoh, Dbdlarge 10 Level Spreader A
Flier t34ip Suliar VegsMon (
Pnh•treebnent or Bypass Method AV ? "-
IL RBQtliRED ITEMS CHECKLIOT
(Perp+rVamlar b 0aw)
(al-ails and 004b dminap io do"spraoW
(or"lle and off-Otis drainage to the"s mWw)
(m96 for fo'deied, leaf Icier saver, 6% for M ghnund coyml•
(W ground cover or grass, omopied forW with feat liter
gnwndcover)
InNW In On Wme prnvfded to kdcMB the folbW% deeipn rr qufromerds have been met end Supporting aocwnmtWm Is MbOmd. 1f a
APO*WW4 hW not been mat, afth an eorpfanabfon of why. At a mhrrm, a oonrpiete tbormwaMr managerrrent plan sabmMW inck4m
a worksheet for each OW, design cstaAamw, *a " gmlm m N?OAW al sMPs and outlet sfrtlotUne decals, a detailed
drainage plan and S tiny OWN Op/rdW and Mantananoe W merit. An inGMV1 6e submittal pacimp wik mwit in a +oqued for
additlaml Warmatlort and A substarhtlaly delay tYiatrevlew and approval of the project.
r l.wN spnadar isat leas# 13 ft. par ofs for thick ground cover or grass or 100 t per ofs in ewq*d forest with W
N J 'a Inver.
Pie-Form Scour Holes are on Rat Napes only
Ti.r y No Wrudu= an loomed In protected &Ak n"
9 bypass method spOCM in the Drag I" Spreader DeNgn Option Docwnent;
A gyps" method is spsdli ed (if applic") end pen decade and celaMms am provided
-- I R _Dtscharpe to level spreader and aubaequent finer 1* Is hydra Acstiy and apsd* ssparebe from the bypass
q dlst?alpe.
slvrluree are boated in protected buffers,
A ! Plan dA6 fork bypass and outlab are p wA*.
aw 11 The operation and maInienance sgmwmt includes am al erasion and vegetation m*,
The operation and m mWorom agreement signed and not ted by to raWwOM party Is provided.
• Level spreaiae In caries can be wed on abpos of up to 15% in fw W areas with leaf Icier cover or on Ova of up to 29% in enm
WM W 9mund carer or grace if d*ned aocording tD the Drift l" Speeder Deslgn Opton Doownmt This pOar4* requxea a
miner varlm in protected buffer areas. In any event the second WA spreader cannot be buW in Zones 1 of a prcWW txtW area.
30 39Vd 9N3 9IJdy'-i rvLOE`? 6T- S9:9T 9097,/80 /4-D
DWO Project No. Of -
DiVf610N OF WATER QUALITY • LEVEL SPRttJIDEft WORK IONET
L PROACT INFQIg ATION complete a b w q
P*Ct Nsrere . c
COMIC! Pweon:. Art y ta ; .rn :,
Levi Spreader ky ' Liu ?"'(p
L" SPVWK Lop r [? k
DrahlepeAm 0'(3 mc.
Impervloue Ana N I A PC.
Ma l um FAta OkWkrfbr Sbpe
gnw
Max. Dbdwpa from a 10 Yosr Stoo u . 3q Ck
Max. DMd" b Loot $pmder cb
CF% V%
Number.
Ipervado Nee' 10 0*
(tx,* end 0114b Mope b the WM spreetter?
(or}alta and Off afle **AP b the Ideal aprveder)
(6% for forested, tad littler Cover, 8% for Blink ground oorw r
(thick ground Cover or grass, canopied fwW with JoW litter
* (v
Pm+vabm t or Bypm Medhod gj( A
IL REQUIRED "Ma CFE:CKLW
Inft in tfw sped pro400 10 kft* U* W4%frig design rragpirornanb haw beery met and supp "doammar*l m Is adod -d, ff a
MgWMrMVI Iles not been met efAedl an Upler>Oa Of My. At a O*ftn% a complete sOnvol sr mwgpR ant pbn eubmftbl hidtxles
a wakaheet for asap BMP, deslpn oabuletlorta, play and apedltmdn Ia dwwing of MWPv end oupet strucWm debris, a detected
dr*oP Om and a Uy somf d opar W &W malntenenca agnamef>f An inoanplate vAmIdei pookopa will rowlt in a requW t r
P*Mk W Mrbrma m and will Rt dx&Ay daisy kW review and approval of the pra(eet.
L evel ap oo* Is st least 13 ft. per offs forihldk ground cover orgrass or 100 ft Weft in mwpied forest with lead
Pw.
V 1A Pre.FCrm Scour Holes are on flat slopes ally
TW (-I No a v*ms are heated in protected buMnt
0 byppea rl INllpd q"W in ft Draft Level Spreader Design Opom Doamla t
.u ! A Bypass method is specified (f appkable) and plan debits and cera,tations are p ovidod
/U 1 A DiKhsrge b iwel epreedar old subeequwd film strips hydrmtlic* end spatlelly separate from pre bypass
dwtwgt
Two No sbu*m am tocatod in protected b ftm.
MA A Plan detaib for tiro bypass and outbb are provided.
- .'j yr The operation and malntenim ag mnw kkxke amww erodort and vegetalort repatr.
Tt» 0paraaon end mdntenw a aproaa"M *p* and rrotarl`sd by In reepa mole pally Is provided.
• Leal spreaders in aeries can be used on slopes of up b 15% in forePW arses *0 Ise! MW oover or on doped of up b 25% In areas
wth Oft grotrrd mm or greed N desiped a0oordng tD the Draft Level Spreader Doolgn Opom Dor wot This pollwb y acium a
minor vartsnoe in pr*m*d buffer areas. In any event the second level sp oWKconnot be bcftd In Zone 1 of a pr *cbd bedfererea.
L0 30yd 9113 SId6VH P?LOHL6TS ?q:91 900L!8017,0
DWO Projed No. DS - /l `1
DIVISION OF WATER QUALITY . LEVEL SPREADER WORKSHEET
L PRO ACT INgORMAT?-?N (plaare cgnpleb tlw ?Ogowki
L '. S
contact A=gar, q
Level Spaaler IDs' L-S s#
("Speeder torpor _ Fie, SS ft
Draimpe Am Z 22 M.
Impavlous Asa ,J I ac.
Mmmum FNbr BhipINURV Ok" cp %
grm
Moor. Diet" hom a 10 Yaar Skxm ofs
MML Dbdrsrge b Lew[ Spreader cis
FNK suo uper vepebpiw C, R 3
t"r? L-aid-"7
Phone
t 0"fi icul.r b flow)
(or"Ite and A* dretnaps to I* bvei epreeder)
(M4b end 044b drakurge to the WW WOO*)
(6%for bm*l, kartIitrler sunny, 8%forlNck ground coviao*
(thick ground envoy or {fie, canopied bvA with IW litter
gam)
ft4umwnt or Syppp fulww
Ile l1ISQUIRBD ITEMS CHECKLIST
IMW In fm tpsoe provkled to kow* the UbwWg design mqui+eme * have boon met and wpportlng docurwr tam Is afthed. !f e
requbenrenf hat ref been meL adaoh an e4*nsdon of *hy. At a minimum, a wnplele sbrmwdm manngernarrt plan Kbnleai hA dse
a workehwt for each BMP, dttpn c010148MM, plane and spedkokm ehovrYrp d MVe end aUdet tbuo0ure detm, a detailed
drskupe plant end A tiny axectrW WKSOon and rnatrtttnanoe apreerrrerrt. An lnwrnpiele wbrrMal package vAII mW in a request for
sdd5lonel krforrMMIlm and will a bsfarW* delay/ final revlew and Wp vW of to pro)ect
Tub 14 tiW spreader Is at bast 13 fL per ds for thick pro W cover or prase or 100 ft per oft In canopied treet loaf
JA fitteer.
PwForm Sooty Holes are on flat !Jape only
'S ! H No structures we lam sled In protected bul bm'
H *pwe metlxrd epedAed b the Drag LmW 8pnadw Design Op0w Document
A.! JA Bypass method is sped%d (if applicable) and plan Mos a w caricuWiam am provided
D?bdWP Oo bvN apeader and subsequMt Mm strip Is hoatia* end s** eepuale from the bypass
drp.
N. skudura we locabd Jn protected b ufftre.
Ail details for the bypsas Ind ougets are pmftd.
The opera w and maintenance apreemsnt IrWWw annual m*m and vepela m epeir,
TM op mmar and n*ntenancs apreement elprrod and nolsrited by the raepornlbb party is R'vvlded.
' Level spreadee In sedu can be used on slopes of up to 15% in fora" onset wim leg MW mw or on elopers o (up M ?A% In aroas
vela hck ground owar or gnm d doe ned according to the Draft Lewf Spreader Design Opdon DocrWw t. This pohnti* mom a
mkwr variance in protected Ixft areas. In any evmntftre second level speeder oarmotbe loaatsd in Zone t of a probtolad bt flef em
DWQ Project No. 015 - /2_
L PP44CT NIFQRMATION
PMOO Name :
cow Pennon: TJar
navel S{fr°edN' ID' . Lc # ?
Level spreader Unpth
DrOnW Ana
Impervlous Aru
M04mm FAA SblplBuffv slope
ww
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKMEET
tits 6opoYMng hbrmtlon):
it,7 a,
0. 30 ac,
bJ1A ac,
k'jg_ %
Max, D* wpe ltom s 10 Year Storm 0 g ofs
Max. DWOWpe Ic Levsi Spreader _ cfa
F1W 8brip1ft Vepetadon 2 rS
Pre4eabnent or Bypass Method __,V i
IL REQUIRED ITEMS CHECKLIST
(pelpenlamoto flow)
(onsb and 0046 drainage to till *411 Qpr/W
(01- and Quilt drwnsp b fI* krvel V"*)
(6%Jbr bmebod, IWMier pow, 8% for thick grand 1,? vw)'
(midi ground oovar or Me. eN"W forest *111 leaf NK
grourtdoover'j
initial In ft apace prwlded a Indlcals Ne togo&V design rWirsffw* he" tom rust end ruppoAing doewnenfaaon is SUMbUl, if s
tr%*WVW Me nd been met aftsch an ep1allos of why. At a mkfkriura, 6 Complre xbmmfaler monaAaroan t plan suixr tan include'
a wwkshest for each OW, deelgn twbuladorut, plans end apsdkWwg ehowkp d SWO anti outlet sbftn details, a detsibd
drakxtpe plan and s fully uoeoubed operetlon and mair>tertanos aersenfatM An hoomplete FA,i lal package wul result in a request for
eddMonal klfonnatlon and will efblantlally delay Arian Wow and appr" of N project
ADDkl*
Zw„41- Levd Was* Is at least 13 fL per eft 1pr V*k ground mm or grass or 100 R per 0 in canopied b W wllh IW :
as ? R '
Worm Scour Holes are on fiat slopes any
i m) to ___No etruahires are located In protected buffers'
ff ?yptas method epedN d In the Draft Lave! Spreader Design Qpbm Docaaw t
I A Bypass "wiliod Is spaged (M applia") and plan d" and commons are provided
Pf_Gboharye to even spreedW and wbsequent 4W strip It hydraulioelly and VeNly seperals fmm the bypass
dk+chatpe.
10M No wuebtree are boded in protected bWN n.
AJ A, details fa Im bypm and outlets we provided.
!i do The operftn and maintenance agreertwrd 6ro xW annual erosion and vppsWm repair.
The operadm end avatnler ww tpreement dgrred u1A noWrAd by the n apron" party K pw",
Level spreaders in series can be used on slopes of sip to 15% In breeed arias Wlh W MW Dover or on slopes of up tv 25% in arose
with IN* protirtd cover or grass if designed according to the Draft Level Spreader Deep Option Document Thls poendelly mq*m a
minor varf w in prOsated butler areas. In any event the second level spreader carrot be locafled In Zone I M a p uiwi cl buler area.
so
DWQ Project
DJVMN OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT WORMNATM (pbses complete the bl mhg#th"nallon):
Rgod Name ; 7` ?a?C c t ri+ an? ?-rl t:? '1 ??
Confect Parson, --"aft-An Phone Number. Lt a. !_ & ? x +? '
L" *MOW im. L..c..g
Level Spraadv Length 2. ZZ?l • Zt' ft. (perpgndioutar b AoNi)
D *AP Area - s • F3 c) ac, (M-0 XW off4b drape b Gre lewl'pr?e?er}
Irrrperft a Ara R Ar ac, (M-apse and off-age **"a b ft level wow
modnnn Fitter 9lnpl8uffer Slope % (0% for foaled, 1w (fitter cow, 8% for" ground cover)'
gran;
Max Oisolwp hom a 10 Year storm (] 4 cis
Marc, Dm* ps to Lavsl Spreader afs
F OW 3Ec#Nffer Vegetation 4 r S
(thick ground cover or grass. canopied forest with leaf Nbr
groundvawsr)
Pre*s*rwd or Method __ _,Aj 14,
I. REQUIRED MMS CHECKLIST
Initial In ft span provided to indcate ties to wkV design requirenrsMs have been met and supporting documerde lm is abachad. If a
regraFenrerrt has not been mat, attach an s olsnebton of why. At a mktkrterm, a oo n*W abort **w mareapment pier % brMW inckrdas
a workot" for each BMP, design calcuWkwu, plans and apedficalions strowkrg el BIVs Arid outlet sbuctre details, at datd w
drdinepa plan mcd a My examined op vadion and ffw*nww agroem W. An incomplete su6MMW package, wN reaul in a request to
WdMwW dmn don and wN to Ardiely daisy final review and Woval of the projed.
Aoo6canls lrrltlala
u] +A Level spreader is at feast 13 fL par cite for thick ground cower or press or 100 n per ela In canopied bred vWh hest
Oiler.
A- Pre.Foen Scour Holes are on flat slopes only
J10 Q _No structures are be ftd In protected Whra•
If bypass nwdwd specified in Iw Draft level Spreader Design Option Doccment:
i} _Bypass method Is epedtied (I1*Vk-sbie) and plan details and calmdallc ns are provided
Dseoharpa lo boat spreader and atrbeaqusnt ft strip b hydt"O Ny and spslda sepands from ft bypass
J u31-t No etruchm are located in protected fsyffen.
A_Plan doh for Vas Opaas and P46 are provided,
w t j nee operalon end maintenance agreement krdW* annual & oeim and vsgetation repair.
The opa dM and maktbMncs agrearrrent signed and notarized by the maponelbte pwty is provided.
' Laval spreaders In senora can be uteri on elapse of up to 15% in brested areas with loaf MW cover or on slopes of up IQ 25% in awes
vO bdc ground cover or grass ff designed wx ing to the Draft LaM Sproader Dough Opdw Down t Tale p0terctiaAlr requirse a
rr ww vwWm In protected buffer areas. In arty event OV second lwml spreader CBnnd be located In Zane 1 of a vi alecled buffer area.
DT 39Vd ON3 3I36VH t-,L HL6TS G5:9T 9on/so/7.9
DWo Project No. D S -? / ,3 y _
1. PROJECT INFORMNATION (I
Protect Name : 7Mt, -
Conbod Person: 1p4 e-,
Level Spreader ID:. L,c,, ?p 10
Leal Spreader L"tF
Drainage Aces
impervious Area
Mmdmam Filter 8triplBulfer Slope
grm
Marc Ditlcharge from a to Year Storm z -79 cis
Max Dieotrarge to Leal Spreader _ cfa
Filler ShiipSufferVegetation
DIVISION OF WATER QUALITY • LML SPREADER WORKSHEET
complete the 1bhowing krtorrnmil n).
4 Ft r'>
Phone Number:
(perpendicular to low)
(on-sits and off-eito drainage to the level spreader)
(on-site and off site drainage to the level spreAderi
(6% for forested, leaf littler cover, 8% for thick ground cover)'
6o d ?
(trick ground cover cx grass, ranonied forest with ieaf fitter
gmundcover)
Re-treaiment or Bypass Method
II, P 0UP90 rrE1MS CHECKLIST
10W in the space provided to hailcate the WowkV design regpirernenb have been met and supporting Ownentatkm is attached if a
requirement has not bean mat, aftadr an explarna W of wiry. At a minimum, a corm Me stontm r management plan submit M, includes
a worksheet for ea M BMP, deatgn c olmlations, piers and rrpetations showing all I3MPs and outisi shuctute deW8, a detailad
draN?age plan and a fully executed operskm and maintenance agreement, An incomplete sobinU package will result in a request for
addi orial infwmatrcn and will subst"alty delay final review and apprwa l of the pMed.
!fib Intitals
Tut N Level spreader is at least 13 It, per cis for thick ground oover or grass or 104 ft per Or, in canopied forest with leaf
Nttef,
PIA PwForm Scour Holes are on flat slopes only
7'w H No structures aye located in MW W WNW'
If bypass method specified in the Draft Level Weeder Design Option Document:
N Bypass meurnd is specified (ii appWOabie) and plan details and calwialkms acre provided
_ D wharge to bevel spreader and sutfsequerrt MW strip is hy*aulio* and sQattatty separate from the hypass
dfaoharpe.
'3'uat? Pb ebt>atrss are located n pmiecbd buffers,
41.4 Plan detWs for ft bypass Sind outlets are provided.
Tje? Y?___.The operation and motena a agreement 1whrdet; arrrrual erosion and wgsb6w r#itair.
The operation and maintenance agresmant signed and npterir.Pt by to responsible party is pnnvided,
' gavel spreaders in series can be used on slopes of up to 15% in forested ar+ew with leaf tittlar cower or cm slopes of up to 25% in areas
with thick ground cover or grass If 4" red eooordmV to the Draft Level 6prsaider Do-*n O*n Document. This potentially requires a
minor variance in protected toolbar snag, In any evert the second level spreader cminot be located in Zone of a pretec1W brrtrer area.
TL 39Nd 9N3 SINdVH t:7 LGDg3L6T,> AJ:9T 9013Z,80/73
DWQ Pkajeot No,-_- os - 21-? 7
I. PROAV WORMATION
P*d NNW: -511L 4
Contact Prreon:
Level tipreeKlsr lG: , `. f# f ?
LOW 3peaow Lao
Dminap Area
InVO AM Area
MtrxHnum FOW SM?019W Sbpe
gm
DMSION OF WAFER QUALITY • I&& SPRUM WQRKSHM
the bb whg Infonnallon):

o fay ac.
A)/ 14 aC,
toI/c %
Mex. Dtecltwpe "M a 10 Year Storm . r$ cts
Mex mmhspe b t.evel Spreader _ Cls
Fires M*Buflw Vep Mon X A S ,; _
Pro Aredndorbypw Method ?? l a
II, RBGURM ITEMS CHECKLIST
#fx
(per b Aow}
(o MM and cf f-Ee draktpe 10 ft IVM W60100
{ahrere end off-'be clrelr?age b fie bv?el aproecl?
(6% for kmsled, leaf Ider a mr, 8% for #ft groand cover).
(thick ground ows or grass, caoapied bleat Wth loaf liter
tfMn MVN)
Initial In the agile p wAdsd to kt k4b the fo bWN dono reclokwenb haw baen met and a ffmng documentation is attached. If a
reQlfawm# hill rd bean met attach m d*lt uftn of My. At a minfgw,m, P wnplete slorahmAw neshapetnent om hwbmft inahrdas
a vakalml: for each BMP, design cadoulalbna, plane and spedlimbm sh k*q d tlMPs and CuM gmctm detab, a detailed
dr*wRp pan and a fury exearled operoYon and mainW=m agnernatG An phoomplete abrAwl podu pe WN wA in a r"usst for
addrbnal Idommdm end vM suWantl* delay MM w" end approval of tM VolooL
&M spreader 4 st least 13 R per cls fqr thick ground cow or grass or 100 ft per ds in cenopled farast YAM leaf
er.
At JA RE Pro-roam scoku Holes Pre on 48t aapee M??w?„wNo structures are located in protetted buften•
If bypaq method spscriW in the Drdt Uhml Spreader Design Option Dam m**
A) l,+ Sypfns method is spedoed ekppNcabls) and Pim deters and Calm iallm aril provided
14 Umh@W to hW sWesder and fthm cent W etrlp Is hyft iaiy wW spd* wW* Imm fhe bypaea
Na sbuctkues are located in protected tx, Ws.
Plea dobk for the bypass end outlet: arc provided.
W !?,_The operdon and na6ntmwm agn wt v dudes an W arodon and wpeMon repeir.
The aperellon and rnaintanance agrwwt signed and note bW by the heepw** party Is provided.
• t ewl wend" in oohs can be used on copes of up to 15% in toweled lines with 140 Mpur cover or on rdopee Of uo b 23% In area
with thick POW cowl or press tf daignsd woordirp t0 the Dralk Lwel Epraadw Dvafgni option ft nhw t. This M*kaNy nqufree a
nwior variance In protected W* spas. In any owl the second level spreader csrtaot be located in Zone 1 of a proWW tKft one.
ZT 3Dad 9N3 SIadVH r ?oFS?ETr 59:9T 903',./80!'a
_ oS - a2 / 3 ?f
DWO Project No.
DMSl N OF WATER QUALRY • L WEI. SPREADER WORKSHM
L PROW WORMATON (pkeae wrplate the b I w V Inkff
PMONeme' 6?0-6-> 0:' t=fivv,$ (110,-i COnteot f?arsan: .? I r a n .,I Phase Number: O l a f b 1
Level OpawlerIa. Y
Lew1 SPVW ? Length r It, Ompaxwerto flaw)
Dm inaga Area ac.. (an-elle end Off-ft kireinape to the wm vpneder)
W rdota Ana ac. (""m and cfl-silo **lap to the kvet won*
Maximum Fgtat Sp9plgtrf * a" k of o 16 (e% for toreW lead W caw, 8% for #0ck ground covey
gross
Max Dlaeharga from a 10 Year Stomt cfs
Mex. Dleoharge to tavel Sproader cfa
Filar SbWBuflar Vepatption Cs w !::fjg O U gta W O"w or grass, cxmpled forest with leaf ftv
gromemm)
Pro,tradment or Bypass Method ^' (A,
IL REWIRED MIS CHECKLIaT
InkW In the epeoo provided to ln** the b lo" Oslo mquir mw b here bw.a* sea a fforiing doaane *ft is attaottad, it a
re0vir rnanthors rd been met, attaoh an sgknadw of why. At a minhmM a co roeb abrm aw mOwgw ant plan subrr tW Inckmiae
a Mo"wet for each BMP, daelpn kx;ilatlona, Plana end %wallloetlorts enAV d SMPa end atdet ebuCb" dook, a deAW
arahW plan and a W exeouMd opa Ww and malnt"O" aprewmt An incomplete autxrtf W pmaWe will kteult in a request for
addNio W blfbmwilm and will mjbatantieily delay final Wow and apxmW of the Volect.
Aamm
t Laval W*WK Is at least 13 It per aft for thick ground oorer orgraea or 100 ft percls in canopied kmO with bet
Rter.
E pte.Form Scout Hoke non flat elopes only
m No structures are located in protected buffers'
If bypuea method spec W in the Draft I" Spreader Design Dp*m Mwmw*
AJJA eypm method Is 'padded (If applkxbk) and plan daM and ftulabone are provided
M I A b level spreader and sutxaquuerd tNoaretrtp k hydrak,?aYy «+e epeuaWy eep+m.!. from Ina bypass
dischage.
Spa ri No atrtrottaea are located in protected txO s.
N I ,r Plan details for the bypm and &O ft ere p *W Md.
t H -The gwvbort and mabtanance sgnMrnnt krdudea attnualetoabn sad vogeMm repair.
Ttla aperabm and maird mw= apn nw. slpld and nOtAftW by the mwwwtbla partyis ptmritbd.
LrM epreadan In aeries can be used on popes of up to 1 D% in iblOM anal with leaf Mttler corer or on slow of up to 25% In snore
Wth N& grotmd cover or grass ff dealgrad ar 4rding to the Drag Level Spreader Do* Qpllon Document. Thle "k a a
mkw varbnoe in ptoWW buffer areas, In any event the second loval spreader Owmat be located in Zore 1 of a pm*W MW me.
T 399-1 9N3 SIdaVH t?b'aE$L6T5 GS :91 9003/8 7a
Dwo P*d No. 0,6- - -2-1& E/
DIVISION OF WATER QUALM • LEVEL 6PRPAOER WORII1ff IT
L PRO= iNFOWTION (phase molds the tbkw6hg hform d*
Pm)ecJt Npam..e?,. ? 7i- c 6ca?s a+ 'E?-ro; Cil can L-5 ly
con1?F1 m.. 'tsar, 'oli_.i.lai PlrorwNurhrber (?tt°tlRblP3?gc>
LevelSI: udsrID:. t;S#Iy
I" Speeder Lwo IL owpwdmlhv to"
Dmkvpku W. (low
041119 ow off-ob
Ares pc. (mob and df-46 dr to ft Won?
drhhkhege to ft W* level sproader>
Mahdnshm Fow ifhipl9ufhr Slope % (t3'X? for foreelod, leaf Nor mm, 3% for Olds gund OC%w •
Max DlschmVs Imm * 10 Year Storm O , r f cis
Mex. Dkdwge b I." Speeder _ cis
F*w W#Sulhr Vegeteflat A5 5
(td ground Dover or prase, canopied forest wlfh leaf tiller
gam)
Pre4m tr or bypass Metal VIA
IL REQUgtI.G ITW CHECKLIN
ln#W In tlhe spans prvvWod io YhdicsOs the following design equfrww* haw been met and supportirp doournmom is now, it a
loqubsrnsnt has not been mat, shah an U ,*AIM Of W* At a mfnkmm, a mypkb eton mvW manapsment plan eutarrdal #ftdss
a vo*sW for each SIP, deep os mkftm, plans and opefdl ollw a showing ak 5%" KW outlet sl &j* d&6, a doWled
dreinage pipe and s fully exea operatlon and msintarance agreement. An Mtoo n*b eubmllGal pm*op vA eeult In a regaeo for
sddidonaf kdomhedon and will sub0ftelly delay final review and appmW of the prajoa
AM" I
Mewl spreader Is at least 13 It per ch for thkk ground cawr or grass or 100 ft per CIS In wood brat vo loaf
WK.
Ail Pre-Form SCOUT Holes are on flat slopes only
-ruNo stru hm are located in M* W
buffers'
If bypass method sm" In the Drag Level Spnhader Design Option Domnwt
d!' Sypass mehdod Is specified (d Wpfasble) and plan debate and caiouletfone are provided
DkrcMJpe b Nod speeder arxf suhssquer?t tiwer efrip is hydr?AcAair and ?patiotldly eeparaes from ? byPee6
Oft No >t wkm we located in probow WNW&
Plan decade for 0* bypm and outlets we prvuidsd.
W The oparadan and MMMU agreement includes annual erosion wW vageNm ro*
The operation and mairrlmx= agreement dgned and mw m by the reeponow party Is wooded.
Level opnudem in sodas co be wed on slopes of up to 15% in toeelsd areas v& laf fltllsroover or on elopes of up to 2616 In seas
Wth NA gmwhd Dover or prase N designed a wording to the Draft Level Soesder Deslpn Optkn Dxwm t. This WWdi* requires a
minor va ium in proluted buffet areas. In any event ft wooed IsvrN spreader ow t be located in Toros 1 of a p cloth bufhr ans.
PT 39Vc 993 SIddVH b1a_o58LGTS _1j5:9T 9rjaz-180.izo
DWO Project No. OS - 21 3V
Pmod Ptam:
L
Cartaot Parson; e.?
Level Spreader ID:. !^ S # I5
i)rai wpo Am
brrpwvioue Area
Ma odrrnum FAMr Ship ffsr Slope
grM
DIVO N OF WATER QUALITY - LEVEL SPREADM 111ORIMMET
tit I*wlnp
Phone Number.

aO . °i Z It
o.?B se.
,mac.
"'r. %
Mror, Dlaoharps from a 10 Year MDrm ofs
i Fr $tripl8u to apelN(IptT ?,? J ^. Cfe
R6408bnent or Bypus h+ldw 'U! A
I REQU RM I EM8 CHECKLIST
0wP&wi4*f0$*
(on-vils and ewr-ate drsinage to"WM )
(M"bww orb drainape to ft le{1 ?,, Oft V qYw vvo*)
($ 7V yDr {fo . W IMW Carr 8% 14 gmwnd ww)R
(thick ground cover or grass, carno)ied forest wllh"Att9t
gmurxicaver)
Initial in #0 810000 l> OMW to W dials ftfoi OWN design regtrkWm* have bean met and euppomnp dooament w is afte M. wa
raquir00w0 free rd been mat effach 0 explsnedon of why. At a n* m m a cwo tle dwmmd w nnarnapw w t pion wArn dal Includes
a workshast to each amp, deso CwMwkM, plans end SPNMOatisne showing sr BMPs and 0" sbuclnxe dWk. a doWled
dreknepe plan and a fully uoecarbd aparalan and maintenance agreement. An k=mpWis wbr OM I PI, pe van rwo in a request for
addiAornal lnkxrrWkm and wtA subsm tlady delay final review and approval of the project
AooAranla Initieb
Mott LevN Weader is at least 13 ft. per cfs for thick ground cover or grass or 100 tt per ofs in canopied forest with leaf
giber.
NIA Pre-form Sew stoles ars on IM Apes only
Mks H No *udurvs are tocW In pmbecbd buftsrs'
If bypass method spedled In the Draft Leval Spreader Design Option i)ownment
NIA Byp$N MOW Is specified (if applicable) and plan detods and cAw4We are provided
JAechsrge to WA speeder end wbnq ant idler strip is hydnxdtaAy and :epst * pparute born the
5U5 H ??NO e74uree are located In pro*W buflin.
Plan dstaib forthe bypass and outiats ere "Wed.
ZXWtA The operation and mair twonos agrewrW4 Includes annual Musiorn end vegetation noW.
The operation and mairisnance agreement elprned and note tisd by the reeporpri * party ie provtdsd.
' Ls=a speeders In sense an be used en elapeaof up to 15% In toMM on vrlh 1Wbier oovw or on aiapas a up to 26% in areas
WM thick ground ww or prays if dsst n W according to fit Draft level Spreader Design Opoon Document. Tla pobn1I * requites a
anima vertancs In protected buffer arose. In any event the second WM spreader ow ft be kxxrted In Zone 1 of a Polooled bdlsr w a.
ST 39vd %13 SIddVH biLE?68t_bL5 ss:91 90OZ/80!Za
Dwo Pr*d No. 0 S - 13 -
L PRaMT MFoAtN S?
Project t+lattta ;! e
carbd P&w ; J>a. y
Lam8p ww ID'. -'s Level SF"dar Lao
M**pe Acre
hMwvi=Arw
Meo*mn FIbr SEdpBulfsr Sops
tm
DNI" OF WATER QUAUTY • LEVEL. SPREAM WORKSHEU
oorrnplete the fobWng hkmuon);
s t~ f evs ?fes?n I-a ' i (o
-9 c. , (4t3 A.
r.zx SC.
Na , ac,
Max. Dm tapafrom a 10 Year Storm 1? G de
mm Do"" to Laval 8pmeder oh
Filtrr &pSft Vaget m C, A ?:?S 5
P*"slrnent of a" Method 4J) A
IL RECOURED ITEMS t;IROKLW
Owpend ular b Aow)
(Wo b and Off-sw dralnape b the iryrl sprredar)
(N"b and cub drainage b LM bvsl sproww')
(6% br larwW, kral #Mw mm, 8% for tdc ground covo'
(Oft ground oorcer or qw, canopied forest with leaf tattier
9mmwm)
InkW In dte speos pcovldad to kndicata ttw bbwN design mqW mmts hays been met and euppwMV doGUr w a m le altadted. No
refit wrrad hat not barn mat aMx* an evOr on of w* At a mktkrwm, a wmplele atnenwaler manna w t plan mhrtMbtl indmes
a worbhaet ba tech BMP, design calculadws, pens snd speclkatbas ahovinp so 9MPa and otalst ebuohse dotak, a detained
drsinapt plan and a My executed opwmban and md* mce ap ews t. An incortto* tuW ttal peckspe WO rmA in a rsgwo for
xkQbwl Inbri atbn and vtdA u bttmdaly delay Anal review and approval of the project.
ALA tn?
10 t-t __JAM spreader is at knM 13 ft per do for thick ground cover or grass or 100 R per ds In canopied tenet Wth leaf
Ada.
!? 0 a Pre-Fenn &mur dotes are on Act Mop" cnly
r. us ___ _tVe tbudtivs ere IWAW In protected butlers"
M bypass method spwiw in the Draft Level Spreader Deslprt Option Docr~t
- N P Swan method b sWfW (lf'appkable) and pan debits and c Wmivdwm am p wAded
N -DIION a t41" epraada and subeagtrartt JMW sM1p It hrdr>,ruAa* and apO* eeperab from the bypnsa
'?'rw rV dtscttsrge
No st uolures are located in protected buffers.
t A KM debris for the bypass and w ft am PwAded.
'S'014' The opasbon and reainbxwtce wwnertt v4des annual erosion and vegetation rw*
The Mwedw and malntsnarx;e W "mot signed and notarlted bythr crspont+bta party is p ovided.
"Loo eprradets b nano: can bs used on $ktpes of up to 15?. b boraebd areas wph lead Sleroovsr aron slopes of up b Zdi'Mi in areas
MM Ift ground over or grsea if designed wrAx tnq to the Dm ft Level Spreader Design Opkm Dommot This p *nthdy roq m a
mina mWroe h proteobd buffer areas. In any event the second level spreader awd bo located in Zone 1 of s proberded Wbr sma.
9Z 30Vd U-13 SI;?dhH b7LOCK8 [-=. ss:92

L P INPORIIA
PMJWNwno. ? 7h e C-7
faorrtad Personr
Level 8prowor 10: , (7
level Spa+aadar L.engtlr
orairrape Area
Anpe to Area
Mottum Fgfar SLrIp/Buffer Slope
9ros
DMMN OF WATER QUALITY • LEM SPREADER WORKBNEET
complete Uw tiotlorsinp hfornratlon):
e5 c,4- 5' c r`.a C-x(Gnr-? l.a.*- 1-1
Phone Number.
1 6 ft,

%
MK Dltdrprpe from a 10 Year Starr (":I CIS
Mw. Dbaharpe to Laval 4rgWer r cds
Filet ft"uflet vagkdon k rt w'•
Pre oollnw t or Bypw LM od A) 14
IL REQURED ITM CHECKLIST
'0wPw wfroW
(Cra b and otf4b dr*"@ to the level spreader)
(M41te and off4s ***pe tD dw level apreeder)
(8% for bested, loaf Ik* cower, 6% for f ft ground cover)'
(thick ground river or prm, oanopled forest with W Oftr
grow*over)
Mild In the space provided to k chyle the k4w4p design requaerr>errte have been met end UgPwdng docunwnwon Is attedw 1, 1f a
,oqu#omortt hat not been nret atdtdr an evile rel5w of why. At a minimum, a comooie *mveter mwwperrwnt plan arbmitfil h* des
a workdreet for each BMP, deoigrr calrulAlons, plans and spKMcstl m sho*V all SW* and ou* ettt cl ure dotalk, a detailed
dnsirdoo plan and a fuly exeouled operebw and maintenarxx agreemwt An lnoprr!plslar subnrlttrrf poumpe VA T6ark In a rmqurrst for
scIA nal k* m bm and wN subste MY do* tlnal review and apprrmal of ft project,
AMkM Ill?bfdl
:Eo H Level o"Wor is at lei 131b, per ofs for thldl mod cover or grass or 100 ft per ds in canopied brag with IW
Kier,
l *4 Pro-Form Scour Holes are on flat elopers only
Al
'37Wti No sdrrotures arc located in protested buffers'
If bypass moifiod spelled In the Draft Level Spreader D"ca Option Doa mwt
)j !} Bypm n oo i6 awned (it 6ppiicatrrle) and Plan de0sils and calculations are pirpvided
?Dbohergs to laves spreader and subsMI eM Alter strip is hydraulic* and VdIely sopor0a from the bypass
dWftW.
No Mobares we W*sd In prottctad bOm.
Plan detoft for the byp oss and outlets we provided.
1WH The operollw and nvmferrence agreement includes waxed wow and vegalellon repair.
The olwallon and maintenance agre1 M&d signed and notarised by the responsbie patty is Mvfded.
' tavd tpro On in wlos can be used on 6{opea of up to 15% In foresled x w WM bd Imes cover or on elopes d up to 26% in areas
wilt thick ground oover or gross If designed eooordinp to the Drv# i,.evef $Wooftr Deelp 00m Dvaerr %L This patattloly requlrea a
mhror variative in proteoted buffer areas. In any event the second level spreader cannot be low in Zone 1 of a Protaraed buffer area.
' 39vrj OH3 =T?JcfhH tibL068ET6 11G :91 97KIIi?0j 0
owe P*d No.DS -.21
DIVISION OF WATER QUALITY • LEVEL SPREADER WOWAiEET
L PI AIWT W N (P canpiete the
Pmod Name :
Ca+tentPMrron: ? a?, ? ? I i i yA.n ..._._.
!suet t3ph?elyder ?' . ? ? ?" ? ?
L" Spnwder Unger ---fL
OmWpe Area X.
trparviorre Area -,V /A ------ - be.
Maodrntxn FINK SUIW6rM SIDIN g `/G %
Moot O*hffpfmm a 1O Year Stomp
Max. Diedhspe to I." t31mnreder cfa
FOW 8lripffiA r V"" M Ara4eabnerrtor8ypeeo Method - ---

L REQUOD ITEMS CHEMIST
L,G.' # t 7
0owdww to 11
(m4 b and offeite drainage tD tie bW Woo*)
(or"b and off4* **w p to #w iMHA! Winder)
(6% for foresled, test ilMw Cover, 8% for #0 ground oover)"
(thick ground cover or grass, vanopki forest with leaf Nu
yo
W N In to space provided b M*a* the Wo%4 desipn regi*wwta have been met and *Vprxtlrp dooumenNm is OboW. n a
mqulr enwrrt has not been mat, dwh an ezphaaflar of why. At a Oft m a a0mplete Om wabr management plan aubm*W Irdudes
a wOrkAW for each BMP, desiprr ceMadatlom, pims end qmc*aeons showing J UVs end cues! efructure d0A. a deieeed
drainpe plan end a NMy eXNM operation end main! Abu agreemwpL An in wplato auM*W px*ape WN mg in a request t r
addleoral kdorrrraear and Od subetwrialyr delay final MWM and approve! of the project
Awimb WbIs
w H La1+e1 spreader is at boat 13 R per efs for tlHCt( WwW cover or grass a 104 ft per dfs in canopled frlleit with leaf
ItDar.
1J I A Pre-Form Scour Mokm are on flat slopes any
"J"wtj No OucUms are located in pr*dod brdlere
If bypeea method spedlied in the Draft Love! Spreader Design Option Document:
AJ Q' f3ypaes nwtlrod is apeafwd (if applicable) and plan detaMe aid mWatiorm am pmvvW
ml Diwhwpe to faux qx*oaer and subsequent f1W ft Is h and spWidy o km N bypess
,r ? diachex'pe.
No structures are loafed in protected buffers.
A id Plan detalla for ft lrypaee and outlets are provided.
The opnyeah and n,.* anarnar *"Ment Midudee nnuol wmm and vegeWAQ repair.
The OpKdM and maMrterance amnarrrant algned IN notrllrtr ed by the reap X** party 0 provided.
*LOW apradars in arise een be USW on slopes of up to 15%in fmsb area wier leaf IiI W Cr wor W elapse of up b 3p%in aneefs
wllh tkk ground cum or grass if designed wmdirq to the Draft Love! Spwder Do* Option iooeumwt Tt4 pogo* negAW a
n*w variarhoe in protected buffer area, In any event he second level Vieder cannot be bcxrtad in Zxw 1 of a p Vm*d tart area.
3 I 39yd OH3 SIddVH t"'068-615 yG:3T 'BON"roo!"
DWO PrviW No DS - 21,3V
L PRUO WORMATM (d
PmOd Herne : Th C. Efe
Conrad Maroon: -VPG r,
LOW Sprtadar Id: , 1.C,4
I" 4mdw Lop
D *mp Ara
IrMorMa Aron
Maxlr" FOW SbipMrffer Mope
FM
DM9IOif of WATER QUALITY . LEM SPREADER Ylrt)RISMhM
N 1 A ac.
Max. t Wd" kom # 10 Year Sborrn 0. ds
Max. Dieft e In Ltvel spmww do
P0469 om&BypwM OW ti I-q
L REQUIRED ITEMS CHECKt.IlfT
4-14
01"wacular t Illow)
(smalls Ind d6etladrainapa b gte blAM aprea0/t)
(smelt and onuses dr*AP to fro Iavel aprpad?r)
(N for forested, IWOwww, 8% for #ft ground cover).
(WA ground ooveror grm. canopied toms WM laf User
9proundcow)
tnitlal In On speoe provided to idicab On bllourkng deep requkemerda have been met ure supporting doa raufton D aaaohad. If 8
mo0vow t het not been nW, affad? art &Vkaaf a arwhy, At a minimum, a complete d mav*ff management plan aubn6tiaf ft)des
a workst" for each BMP, design oelculatlons, pans and q*WaMm showing d BMPe and outlet structure debt, a datailad
dreirapt Om and a fully execufsd WwWon and maintenance agrownent. An kboropltte subn*W peduipt M mult in a request for
addlilmi A klfwndon and wN cagy daisy final rtvWwand approval of $e pr*a
Awlimis M&
Level sprader Is at level 13 k per da for thick ground cow or grass pr 100 It per ds In canopied broat w1t r tai
NW.
Al
Pro-Form scour H6e ara on flat elopes only
Tw H- No strueturta are bellied in protected buffers'
9 bypm method spedBed to ft Drat Level Spreader Dmpn Option Doaxrent:
E Bypaa mAW Is aped6ad (f "k abia) and plan del* and cOmIstlons are provided
?t -'D*ft a to lever Wisader W suWsci sntW amp Is nyarmullc* 4 "tally aep Balm from the bypm
.., No structures are bested In protml d buffers.
Ail a Pion deWle for the bypass and Mob aro p wAdW.
u i-t 1-he oparanor and uW*nwm agreement inoludas annual PC" and vegeMon miar,
the operation and roakrtsnsnea agreamant *W are n wkw by the reeponeibla p«ty Is provleed,
UwW spoWm in arias w be used oa slopes of up to 15% In foroalad atlas Will balAt W cow or on slopes of up to 29% in Mm
wAM thick ground Dover w grass If designed according to the Draft Uwal Sp wdw O Wgn Opton popmvK Ttae poMrr * requires e
minor varfanea In protected buffer areas. In any event the second laud apseraxder mm be bombd in Zm 1 of s pnpt0 W h ft eras,
59 9l 9l? iTl8D /?;0
ET 30ad DH3 SIddVH f-, E' 0 ??b r3
DWO Protect No. - --- ©S -- ----
MISIOM OF WATER QUALMY - LEVEL SPREAM WORKi M
L PROJIMT NPOI NIATION (pleats oomplets the iuAorrinp
Project Herne: -Tic C7JI -C g 4t E41CS..
Conbeot Parson -Jna?1 f6u 11 j J/ O VI
t evM spreader D. L- S 42.0
LevN Spreader LWO < o E
Dr kW Ares 004, Imparvionrs Area .Aii P sc.
Maxknum F#W SMpWer Slope 0 %
9rm
NwL 011CIMye frame 10 Yea1'Stain 0.1 F cis
Max. Olschtr;ye b Level t3preeder cte
FNtrr WOSU* VegetMbn

Numbw.
(IM to 1QW)
(arena and oltaib dralnaga to the level sprem*r
(M4 to arnd 0040e drainage t0 the beet eprereder)
(8% for tarestad, lest ogler cover, 8% for bak ground ocrver)"
(ttniok ground oovsr or grass, canopied forest wM leaf V bar
P "cover)
Pm*vdnwnt or Bypass Method AJ I ft
L REQUIRED ITEMS CHECKLIST
WN In Mrs am PVWW b ksdloafe Mne t kWQ design regrdrements have been met and aupporNng doOUrnlerltat m is attached. >f a
rsquMwrierd hoe not been met afdeah an exPbmbm of why. At a ftft nn, a earOele abr wdW mrnap rnard plan a1tuft lrrrrludes
a worlahaet for each BMP, design coloAtlom, plans and spscincatlorw showing ail wh and outlet *U*" daOkNe, a drlt"
dniksape pion end a 11rMy axeartsd cpWWM and mskd MM agnernett. An Irmnnptele submtttat package will result in a request W
add idonal trsfom allon and ws substantlaty delay Anal mvleew and approved of the project.
ra 1-r r 11
7? N Level spreader it st lesst 13 ft perch *NO ground cover or grate o(100 fl per ds in oampied forest v& tarsi
liter,
Ad j A Pro-form Scour Holes are on flat slopes orry
S'w3H No structures are located in protected buAera'
If bypsat method spedlad in the Drart Level Spreader Desgn Option Doournerrt
A;jd , Dlwh s rwttlod specified (if 8ppiioaWe) and plan ends apare pravlM
?, - ---_A!-?- A _D?large
. ,,, to level el sl spreaxder and subsequent strip Is h
?N* operate horn the
worge.
dum are located to pnAsctsd Wars.
4?M No stn
Plan deb b tads bypass and aulets are prmMW-
. va w? The operation and maims ww agreement krdudes annual erosion and vageleMw repair.
The Wwa&m and mm* m= sgreemeM aimed and n lofted by Mn responsible party Is provided,
L%* spreaders in aeries can W used on slopes of up to 15% In forested areas WM IWN W cover or on elopes of up to 26% in areas
wrM1 thick ground oavsr or grass M designed according b the Drett level DPW* Design Option Doannsnt- This pubeM* requires a
mkwr vsrlm In protected tNtffar areas, In any event the aeoond level 1; a m 11 carrot be loaafed in Zone 1 of a potecaed buff area.
©Z 39V-A 911-7 sidavH tnL0C8L6Tb 55 ?9T 903Z/G8l13
DWQ PmOd No. Sj2S - R Z 3
DIV1>sM OF WATER QUALITY • LVM OF LAM WOMESHEE'1'
I, M(>` WT INfORMATMON
N enee complete the falt0*1
r
ame :
R*Ci
conhd ftsm : TAA yl 11
1-' _
+
vaw?
u it,
:
Lave" Spy Wer ID:.
GavelSpnIOW Lengnr
t?r *mp Ana n . ? 3 SC.
impervbla Area nJ I A go.
Maoftm Filer SMpWor Sbpe rc+a?n %
gram
Max >JUdnage from • 10 YM Storm t 59 cfs
Max. DbdhM b LwM Spreader dis
FBbsr $bipl MW Vogatatlon uc g,
1-Z<
{perpendicular b lbw)
(on.elte and offalfa drainage b the Ievwl spreader)
(on-ovine and dkb **Ap ro the level spreader)
(6% for fOreated, leaf fidler cover, 8% tr thick Found Ce119r)"
(I kk ground cm or grass, canopied bW w b Mal fitter
gam)
R*49 bnentor tree Method _ N I A -
L REQUIRED ITEMS CHECKLIST
InMW In the spew provided b kndbam ore falbwlrng deep req ftmts have been met and wrpprdng dooumw tMbn Is Amdred, If a
rvgvb? OPO hove not been P* acldsdn an aocpfansUm of why. At a ninirMM a amnplate ebmnw dw rMagernent plan wjW MW Wdudes
s wxkM* for each BMR design adcuWms, phns and speaftsUons ehonaing of DWI% end outlet ojcWm dWb, a do**
draklpe plan Ind a k* exswIad (hwatbn and nnatntenxm agreement. An Irmiplete au mmw pa tepe We rasudt In a request for
addltlonai Irnfomna bo and A subabrrpaify delay W review and approval of Ow ppia&
'cA WH Laval spreader is at least 13 ft per cfa for itkk ground cover or a lob A per do in m" W tmst vA bef
At l A pre-Fam Scour Holes are on lot elopes only
? i No sbuctures are boated In protected OuHera'
If bypm i rest! spedflad in the Oran Lwel Spreader Design Rpbon Doaurwrt:
N J A Bypass method Is spddlfed Of applicable) and plan details and calmAdk ru are provided
T Discharye to love! spreader and subsequeM Rter Wp Is hydnx,lic* and spa * separte from the bypm
60".
:YOV4 No *udures are boated in protected buffers.
Man "Is for Vve bypeea and outlets am povlded.
.& 1Oq The operation and maintenance agreement includes annual emOm end vegetation repair.
The operdw and maintenance agreemerd signed and no*md by the raaponelnfe party fie pw ad.
twM tpnsadm In sodas can be used on sbpes of up to 169 in forested areas with leaf Misr mw or ca elope of up b 25% In anal
Wth thick pound cave or grass if designed aawding to the Draft Lend Spender Do* Opfion Document This pdm.§ y requires a
mkv vatran0e In proteoted buffer areas. In any event the second lend eproader carrot be boabd In Zone 1 of a proIsci ed buffer area.
T", 30H-4 DIG SIdtO,? h7L0 6 86LE, 5S 9i 50.3I;'U!i:3
DWO Pr*d No, _OS' - -2.1-2Y- _
DIVISION OF WATER QUALITY , LEVEL SPRLADER WOW MEET
L PROJECT INFORMATION (plow complete ft bb&in!
Projactlmtertma: -me aA.f e5 a#" fh?a,
cafaptpww: udl^ _w II ++/a.Wl
Level Spwdar ID:. LS 1* 22,
Law
Lao 1 ?
peAne
L1ralrw
Au / H ac,
Mm*w Fm OMpDAW $ID{1a Cr a/P %
fm
Max DNdw p from a 10 Year Stone ^ 315 ds
Max. OAdwge b Level Speeder ds
FMhr Shipi9uffer Vgddbn
# z0-
Oww4m*w ID 11*
(aff•alb **MP b the level apreedar)
ll? dtainWw to 1he l?04 wow)
(ont/ e/it fo?e?an4 Off mel4e
(M?Y %? M. kw( r ?ia fir. M V 7V kw Nd WwW cow),
Mick ground cower a prase, cant Pled forest v& feat OW
pro wwwr)
Prs4ealment or gyp= Method 'v I e,

Inge! in ft apace provided b NmdcaM tlN bMotiiddg design eq?emmb have been met and uippMN doocnwn 0M IS attaohad. /f a
aequbw.wmt hm not bun mat, edaoh jr aviarrafforr of WV- At a mN*mv, a carnplete abrmmdK manap pent plan sutmdt d kmckmdes
a wwkdwel br eech BMP, design diet w, plans and spadllcatloin stmovdng d I3IulPs and arAlat d mctLn daft, a detailed
draimags flan sled a fatly aoucubd operation and mainWwa ag nmenk An lrwwpbte u&nttal pedulp YAN result In a eqr O for
addiponai i domurllm and wl subdadetly delay kW review and eppmW of time project.
AM&MMOM
Irl w 114 level Wm* is at least 13 fL per cfe for tltlck ground cower or grass or 100 It per cis In caowpiad b7rest wRb leaf
tiger.
N /A Pre-Form Seour Notre era on OW slopes only
_7w No *udunss are waled in protected buNers'
M bypeaa mdW apadfivd in the M Law! Speeder Oeslgn Option Doom of
MIA Bypass method Is spedfled (If apple") and Ow detak and calaitetlons are provided
A04 Dkdwp to level weader and subsequent i fbef ably Is hydracbc* and epoWy sepw* Wm tM bypaos
disdtarga,
WV No *Uckm we bodsci in protected Wilem
delaMa for ft bypeas and oufbb ere pea i kted.
-4%64 The operation and maintenwa agmmxrd includes annual wWm and wegoMm mpek.
The opmallm end m* brwnoe agwoW signed and nototzed by ft esponsble party N provided.
• Level speeders In sales can be used on elopes of up to 16% In zonated asses vM lest Miller cower or on 644 of up b 25% in am
wM IN* prowM cover or grass if designed according to the Drat U W Speeder Design 00cxm Doaarwrd, Me p*Wnktf req" a
minor vw mcs In protected butter areest, In any event the second level spreader cannot be located in Tone 1 of a prOlids bW* area.
ZZ 3DVcJ ON3 SIdJV-f br'LOESLETS SS:9T 90rZ;'90i70
'?5 -alb
-,?
rrn ?nol? 121216
?Cj ?, L e5-?. ko LW
1 f Z yyx?3-) ay? L--

N3IZ (Nw? 39
?s

ectc-?
4cw
d"i- KoA
U/? I I " 7L t5L 9 /Y? I
Ulu J??z (?76 F 0,/?, - r,-? n u,4ru.vl.t re.wt.P
o? ,??? cis.: ? dloJ y- ,?Q ;?,,?? C ? d?-
40F W ATFRQ Michael F. Easley, Governor
?0 ?i William G. Ross Jr., Secretary
7- North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
December 2, 2005
DWQ Project # 05-2134
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Daniel T. Sullivan
Contentnea Creek Development Company
8502-202 Six Forks Road
Raleigh, NC 27615
Subject Property: The Gates of Ethan's Glen
Ut to Barton Creek [030401, 27-15-(2), WSIV, NSW, CA]
REQUEST FOR MORE INFORMATION
Dear Mr. Sullivan:
On November 29, 2005, the Division of Water Quality (DWQ) received your application dated November
28, 2005, to impact 82 linear feet of stream to construct the proposed residential subdivision. The DWQ
has determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the additional
information requested below, we will have to move toward denial of your application as required by 15A
NCAC 2H .0506 and will place this project on hold as incomplete until we receive this additional
information. Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. This PCN indicates a "Critical Area" stream will be impacted. Please provide an inventory of all
impervious surfaces (building footprints, dri vew ysr r ads, decks sidewalks, gravel-covered
area, etc.) toallon-site. G? ? l c?? e1 ??n- 3D
2. Please indicate the diffuse flow provision measures on the site plan (i.e., level spreakrs
Additionally, please submit the level spreader worksheets for eea.5h one as ide ified o the i
3. The previous 401 certMicat>on referenced in the PCN authorized 146 linear feet of impact to
stream DWQ Project No. 20000611, issued 05/19/2000) and therefore the cumulative impact to
stream for this project is 228 linear feet and consequently 228 feet of compensatory stream
mitigation is required for this project. A 1:1 mitigation ratio would require 228 feet of warm
stream channel mitigation. Please provide a compensatory mitigation plan. The plan must
conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of
impacts proposed.
NYatu rol
401 Oversight/Express Review Permitting Unit ?/?/arfura`lff
ll,
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hup_!h2o.cnr.state.nc.us%ncwet] alids
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
DWQ/ 05-2134 The Gates of Ethan's Glen
Subject: DWQ # 05-2134 The Gates of Ethan's Glen
From: Laurie Dennison <[e-mail]>
Date: Mon, 05 Dec 2005 08:06:45 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
052134TheGatesOfEthansGlen(Wake)On_Hold.doc
Content-Type: application/msword
Content-Encoding: base64
I of 1 12/5/2005 8:16 AM
NATURAL
E N G 1 N
November 28, 2005
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: The Gates of Ethans Glen
Wake County, North Carolina
NSE Project #: SUL0502-01-1293
Dear Agency Personnel:
Central Office
NC Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
On behalf of Contentnea Creek Development Company, we hereby submit the enclosed Pre-
construction Notification Application for the subject project. This application requests verification
of Nationwide Permit 39 from the US Army Corps of Engineers and written concurrence of the
corresponding Water Quality Certifications and of the project's compliance with the Neuse River
Basin Riparian Buffer Rules from the NC Division of Water Quality for the subject project.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
NATURAL SYSTEMS ENGINEERING
Jen er A. Burdette
Project Scientist
Enclosure
c: Mr. Dan Sullivan - Contentnea Creek Development Co.
a[EgAffill
NOV 2 9 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
SYSTEMS
E E R I N G

3719 BENSON DRIVE - RALEIGH, NO 27609 . OFFICE 19197 1376.3444 - FAX 19191 B72-8444
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Co t?r of
Environmental Concern (see the top of page 2 for further details), ?2 D
II. Applicant Information N O V 2 9 2005
1. Owner/Applicant Information DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Name: Contentnea Creek Development Company
Mailing Address: Contact: Daniel T. Sullivan
8502-202 Six Forks Road
Raleijzh, North Carolina 27615
Telephone Number: 919/961-3690 Fax Number: 919/882-2341
E-mail Address: NA
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer A. Burdette
Company Affiliation: Natural Systems Engineering
Mailing Address: 3719 Benson Drive
Raleigh, North Carolina 27609
Telephone Number: 919/878-5444 Fax Number: 919/872-8444
E-mail Address: jburdetteAmsepc.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Gates of Ethan's Glen
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0891431725 & 0891327426
4. Location
County: Wake Nearest Town: (North) Raleigh
Subdivision name (include phase/lot number): The Gates of Ethan's Glen
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
south side of NC Hwy 98 between NC Hwy 50 and Peed Road (SR 1846) north of Raleigh,
Wake County, North Carolina. Please refer to the site depicted on the attached USGS
Location Map (Figure 1).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9835026 ON 78.6822610 °W
6. Property size (acres): 114
7. Name of nearest receiving body of water: UT to Barton Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgp-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and surrounded by a patchwork
of undeveloped forested land and residential development.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of roads and other community facilities necessary for
residential subdivision development. Heavy equipment typical used for road construction
will be used to construct the project.
11. Explain the purpose of the proposed work: The purposed of the project is to provide
residential housing for the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Mr. Frank Chandler conducted a wetland delineation on the site prior
to project planning to facilitate avoidance of jurisdictional areas. Mr. Chandler identified one
wetland area on the property and submitted a request for verification by the USACE. Ms.
Jennifer Burdette of Natural Systems Engineering was unable to obtain a copy of this
information from the USACE. Therefore Ms. Burdette conducted an on-site review of the site
and wetland delineation on October 29, 2005 and found the wetland identified previously did not
meet the criteria for a jurisdictional wetland due to the lack of wetland hydrology. The attached
data form was completed at the wettest location within the previously identified wetland area.
The site boundary overlaid on the Wake County Soil Survey is also attached in support of Ms.
Burdette's wetland determination.
It is also important to note that a Natiowide Permit 39 was issued approximately 4 years ago for
a road crossing within Ethan's Glen subdivision located on the east side of Peed Road. We were
unable to obtain a copy of this permit, but have been informed by he applicant that the project
impacted less than 150 linear feet of stream channel.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future permit requests are not anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impact consists
of road construction across a stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
NA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent?
ittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 UT to Barton Ck culvert +
plunge perennial 4 82 0.008
o

Total Stream Impact (by length and acreage) 82 0.008
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NA

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.008
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet): 82
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
wetland delineation prior to site elan development in order to avoid impacts to iurisdictional
areas to the maximum extent practicable. A second access point to the western half of the
property is due to the number of lots present in this area. The road was design by the
Page 5 of 9
applicant's engineer to cross the stream channel perpendicularly and a plunge pool was used to
dissipate the energy from the downstream end of the culvert instead of a rip rap dissipator to
minimize the linear footage of stream channel impact. The culvert will be buried 1 foot to allow
aquatic life passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because this is the second road/stream crossing associated with this subdivision
development, this impact increases the total impact beyond 150 linear feet of stream channel
impact for the project. Therefore, compensatory mitigation is required to offset the impacts.
Based on the good quality of the stream channel, a 2:1 mitigation ratio is anticipated. The
applicant proposes payment to the NCEEP for 164 linear feet of stream channel restoration.
Attached is a copy of NCEEP's acceptance for this mitigation responsibility.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 164
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5,675 3 (2 for Catawba) NA
2 2,636 1.5 NA
Total 8,311 NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site does not currently contain impervious
areas. Due to the large lot size required for on-site septic disposal, the impervious surface upon
completion of the protect is not expected to exceed 20%
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from each individual lot will be disposed of through a Wake County
approved on-site septic system
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Additional development is not anticipated as a result of this project as the proposed infrastructure
will serve only the residential development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
/d/?
A04icant/Agent's Signature /Date/
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Name: mANC3pro\35078H6A.P24
Date: 11/29/2005
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Location: 035.9716486° N 078.6848888° W
Caption: Bayleaf, NC USGS Topographic Quadrangle
Copyright (C) 1998, Maptech, Inc.
4ROLINA - SHEET NUMBER 8
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: The Gates of Ethan's Glen Subdivision Date: 10/29/05
Applicant / Owner: Contentnea Creek County: Wake
Investigator: Jennifer Burdette State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Floodplain
(explain on reverse if needed) Flag #29
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9.
2. Ilex gRaca FAC- 10.
3. Carpinus caroliniana FAC 11.
4. Vaccinium stamineum S/S FACU 12.
5. Acer rubrum FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. Woodwardia aerolata Herb OBL 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71
Remarks: More than 50% of the dominant species are OBL, FACW, or FAC excluding FAC- indicating the
hydrophytic vegetation criterion is met.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
Saturated in Upper 12"
X No Recorded Data Available _ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
- Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: The lack of sufficient primary and/or secondary indicators at this location indicates the wetland
hydrology criterion is not met.
SOILS
Map Unit Name
(Series and Phase): Colfax sandy loam, 0-6 percent slopes Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
04 Al 7.5YR 5/4 NA NA loamy sand
4-8 A2 10YR 511 2.5YR 4/8 common/prominent loamy sand
8-16+ Bt 10YR 5/1 2.5YR 4/8 common/prominent sandy c1gy loam
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The presence of low-chroma colors immediately below the A horizon indicate the presence of hydric
soils.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes X No
Remarks: This location does not meet the criteria for a jurisdictional wetland due to the absence of wetland
hydrology.
Y
E :,Eeos°stem ...
PROGRAM
October 19, 2005
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Si beerely,
mW m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
kutorigg... E ... Prot"' Our fta&
AWA
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Oct 17 05 02:15p Ethans Glen 919-866-0378 p.2
18/13/2865 15:47 8663238445 NATL$Ra- SYSTEW E14(9; PAGE 62
NATURAL SYSTEM S1
0 Ile N Q 1 N XL 1 N Eiy
3719 SENSOR DRIVE, RALEIGH, NO 27809 • PRONI! [phone] - FAX (919) t r:-844A • www,nmape,oon+
Agent Authorization Form
CTS Army Corps of E*Ueers North Carolina DivA ci a of Water Quality
Raleigh, Regulatory Field Officc Central Office
6508 Falls of Neuse Road Mail Service Center 50
Raleigh, North Carolina 27615 Raleigh. North Caro! n it 27699
To Whom It May Concern:
By signicag below, the current property owner gives rcprts=tadves of N2I E I ral Systems.
Enginewing permission to act as their authorized agent for jurisdictional : u d isolated waters sad
riparian Wffer determlinztions, delineation, and permitting for the subjea ;.'oject. This
authoriation includes permission to enter the site to conduct site meeting;; with US Army Corps
of Engirims and NC Division of Water Quality personnel, as necessary.
^ ! fS
Project Name;
Current Property Owner:
Name JTJEArr Nzl+- L?4-A is ?~a,
(rnchde corlt<rc1 person # awned by a corporation or
Mailing Address
Telephone: LF<r? 2G/-- 14 ?y Fax: l?? ;?:Z „ .Z 35? /.
Signature Prim Name (inctuda a. k. ifoppropriate)
SHEET INDEX:
GENERAL NOTES:
1. PARCEL BOUNDARIES
PROVIDED BY STANCIL
AND ASSOCIATES
PROFESSIONAL LAND
SURVEYOR PA. 98
DEPOT STREET PO BOX
730 ANGIER NC 27501.
2. PRELIMINARY
SUBDIVISION "THE
GATES AT ETHANS
GLEN" BARTON'S CREEK
TOWNSHIP, WAKE
COUNTY, NC. PIN
0891.03-32-4726 AND
0891.03-43-2743.
3. THIS WORK PRODUCT
PROVIDED BY NATURAL
SYSTEMS ENGINEERING
IS AN INSTRUMENT OF
SERVICE AND IS
PREPARED SOLELY FOR
THE PURPOSE OF
PROJECT PERMITTING.

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V
I SHEET 3
6 IN.
KEY-IN
NATURAL
E N G I N
November 28, 2005
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: The Gates of Ethans Glen
Wake County, North Carolina
NSE Project #: SUL0502-01-1293
Dear Agency Personnel:
2 1 3 4
Central Office
NC Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
On behalf of Contentnea Creek Development Company, we hereby submit the enclosed Pre-
construction Notification Application for the subject project. This application requests verification
of Nationwide Permit 39 from the US Army Corps of Engineers and written concurrence of the
corresponding Water Quality Certifications and of the project's compliance with the Neuse River
Basin Riparian Buffer Rules from the NC Division of Water Quality for the subject project.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
NATURAL SYSTEMS ENGINEERING
Jen er A. Burdette
Project Scientist
Enclosure
c: Mr. Dan Sullivan - Contentnea Creek Development Co.
SYSTEMS
E E R 1 N G
az?
NOV. 2 9 2005
DENR - WATER QUALITY
WETLN OS AND STOWWATER BRANCH
3719 BEN90N DRIVE - RALEIGH- NC 27609 - OFFICE [phone] - FAX [phone]
Office Use Only: Form Version March 05
r ? A
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Applicant Information
Owner/Applicant Information
Q2c?Pm odPm I
NOV. 2 9 2005
Name: Contentnea Creek Development Company
-vENR-- Wff ER-@HAt+TY
Mailing Address: Contact: Daniel T. Sullivan WETLANOSAND STORMWATER BRANCH
8502-202 Six Forks Road
Raleigh, North Carolina 27615
Telephone Number: 919/961-3690 Fax Number: 919/882-2341
E-mail Address: NA
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer A. Burdette
Company Affiliation: Natural Systems Engineering
Mailing Address: 3719 Benson Drive
Raleigh, North Carolina 27609
Telephone Number: 919/878-5444 Fax Number: 919/872-8444
E-mail Address: jburdetteansepc.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Gates of Ethan's Glen
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0891431725 & 0891327426
4. Location
County: Wake Nearest Town: (North) Raleigh
Subdivision name (include phase/lot number): The Gates of Ethan's Glen
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
south side of NC Hwy 98 between NC Hwy 50 and Peed Road (SR 1846) north of Raleigh,
Wake County, North Carolina. Please refer to the site depicted on the attached USGS
Location Map (Figure 1).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9835026 ON 78.6822610 °W
6. Property size (acres):
114
7. Name of nearest receiving body of water: UT to Barton Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and surrounded by a patchwork
of undeveloped forested land and residential development.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of roads and other community facilities necessary for
residential subdivision development. Heavy equipment typically used for road construction
will be used to construct the project.
11. Explain the purpose of the proposed work: The purposed of the project is to provide
residential housing for the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Mr. Frank Chandler conducted a wetland delineation on the site prior
to proiect planning to facilitate avoidance of jurisdictional areas. Mr. Chandler identified one
wetland area on the property and submitted a request for verification by the USACE. Ms.
Jennifer Burdette of Natural Systems Engineering was unable to obtain a copy of this
information from the USACE. Therefore Ms. Burdette conducted an on-site review of the site
and wetland delineation on October 29, 2005 and found the wetland identified previously did not
meet the criteria for a jurisdictional wetland due to the lack of wetland hydrology. The attached
data form was completed at the wettest location within the previously identified wetland area.
The site boundary overlaid on the Wake County Soil Survey is also attached in support of Ms.
Burdette's wetland determination.
It is also important to note that a Natiowide Permit 39 was issued approximately 4 years ago for
a road crossing within Ethan's Glen subdivision located on the east side of Peed Road. We were
unable to obtain a copy of this permit, but have been informed by t_he applicant that the project
impacted less than 150 linear feet of stream channel.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future permit requests are not anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The proposed impact consists
of road construction across a stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within
100-year
Floodplain

es/no) Distance to
Nearest
Stream

feet Area of
Impact
(acres)
NA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma ittent?
Intermittent? Before Impact linear feet acres
1 UT to Barton Ck culvert +
plunge perennial 4 82 0.008
o

Total Stream Impact (by length and acreage) 82 0.008
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NA

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.008
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet): 82
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
wetland delineation prior to site plan development in order to avoid impacts to iurisdictional
areas to the maximum extent practicable. A second access point to the western half of the
property is required due to the number of lots present in this area. The road was design by the
Page 5 of 9
applicant's engineer to cross the stream channel perpendicularly and a plunge pool was used to
dissipate the energy from the downstream end of the culvert instead of a rip rap dissipator to
minimize the linear footage of stream channel impact. The culvert will be buried 1 foot to allow
aquatic life passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmizide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because this is the second road/stream crossing associated with this subdivision
development, this impact increases the total impact beyond 150 linear feet of stream channel
impact for the project. Therefore, compensatory mitigation is required to offset the impacts.
Based on the good quality of the stream channel, a 2:1 mitigation ratio is anticipated. The
applicant proposes payment to the NCEEP for 164 linear feet of stream channel restoration.
Attached is a copy of NCEEP's acceptance for this mitigation responsibility.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 164
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No N
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes N No ?
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5,675 3 (2 for Catawba) NA
2 2,636 1.5 NA
Total 8,311 NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site does not currently contain impervious
areas. Due to the laree lot size reauired for on-site septic disposal, the impervious surface upon
completion of the project is not expected to exceed 20%
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from each individual lot will be disposed of through a Wake County
gpproved on-site septic system
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Additional development is not anticipated as a result of this project as the proposed infrastructure
will serve only the proposed residential development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
/d/.2
Aicant/Agent's Signature /Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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78.700 000° 78.683 333° 78.666 666°
Name: m:\NC3pro\35078H6A.P24
Date: 11/29/2005
Scale: 1 inch equals 2000 feet
Location: 035.9716486° N 078.6848888° W
Caption: Bayleaf, NC USGS Topographic Quadrangle
Copyright (C) 1998, Maptech, Inc.
AROLINA - SHEET NUMBER 8
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: The Gates of Ethan's Glen Subdivision Date: 10/29/05
Applicant / Owner: Contentnea Creek County: Wake
Investigator: Jennifer Burdette State: NC
Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Floodplain
(explain on reverse if needed) Flag #29
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9.
2. Ilex Qpaca FAQ- 10.
3. Carpinus caroliniana FAC 11.
4. Vaccinium stamineum S/S FACU 12.
5. Acer rubrum FAC 13.
6. Smilax rotundi olia Vine FAC 14.
7. Woodwardia aerolata Herb OBL 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71
Remarks: More than 50% of the dominant species are OBL, FACW, or FAC excluding FAC- indicating the
hydrophytic vegetation criterion is met.
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
Saturated in Upper 12"
X No Recorded Data Available - Water Marks
- Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NA
(in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: The lack of sufficient primary and/or secondary indicators at this location indicates the wetland
hydrology criterion is not met.
SOILS
Map Unit Name
(Series and Phase): Colfax sandy loam, 0-6 percent slopes Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
04 Al 7.5YR 5/4 NA NA loamy sand
4-8 A2 I OYR 511 2.5YR 4/8 common/prominent loamy sand
8-16+ Bt 10YR 511 2.5YR 4/8 common/prominent sandy clay loam
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Solis
Aquic Moisture Regime _ Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Solis List
x Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: The presence of low-chroma colors immediately below the A horizon indicate the presence of hydric
soils.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes X No
Remarks: This location does not meet the criteria for a jurisdictional wetland due to the absence of wetland
hydrology.
r '%w-
4l;ji
cos stem s
,"I AT
PROGRAM
October 19, 2005
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone I at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Si cerely,
W ' m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
Rmtorigg... E ... Protect Oar lta&
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EEIR
ICD
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
Got 17 05 02:15p Ethans Glen 919-866-0378 p.2
18/13/2095 15:47 8663238445 NATiRA. SYSTEMS ENGi PAGE U2
NATURAL S YST E M St
0 1C w 1z 1 tV C R i N G y
3719 13ENSON DRIVE, RALEIGH. NC 27809 • PNdNe (919) 87e-5444 - FAX (919) t':-8444 . www,naepe,com
Agent Authorizaition Form
Tis Army Corps of Eogitleers North Carolina DMI 41 a of Water Quality
Raleigh, Regulatory Field Office Central Office
6508 Falls of Neuse Road Mail Service Center 50
Raleigh, North Carolina 27615 Raleigk North Cato! n d 27699
To Whom It Mary Concern:
By signing below, the current property owner gives repfese:atalives of N21 u ral Syaccros
Enginecrixig permission to act as their authorized agent far jurisdictional : u d isolated waters and
ripariw buffer determinations, delineation, and permitting for the subject VOject. This
authorization includes permission to emer the site to conduct site meetini j With US Army Corps
of Engineers wW NC Division of Water Quality personnel, as nemsary.
Project Name:-i
currcut r. mpe ty over:
7'?/yr"/+1£i?
Name L-04
(include ca+tact person if owned by a corporation or partnership)
Mailing ,A,ddreas
Telephone: Fax: ?l6 2 ^'
Signature Prim Name (inclu* i. k. if yppropriate)
SHEET INDEX:
GENERAL NOTES:
1. PARCEL BOUNDARIES
PROVIDED BY STANCIL
AND ASSOCIATES
PROFESSIONAL LAND
SURVEYOR PA. 98
DEPOT STREET PO BOX
730 ANGIER NC 27501.
2. PRELIMINARY
SUBDIVISION "THE
GATES AT ETHANS
GLEN" BARTON'S CREEK
TOWNSHIP, WAKE
COUNTY, NC. PIN
0891.03-32-4726 AND
0891.03-43-2743.
3. THIS WORK PRODUCT
PROVIDED BY NATURAL
SYSTEMS ENGINEERING
IS AN INSTRUMENT OF
SERVICE AND IS
PREPARED SOLELY FOR
THE PURPOSE OF
PROJECT PERMITTING.
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ISHEET 3
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NATU R A L
Iffil
E N G 1 N
November 28, 2005
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: The Gates of Ethans Glen
Wake County, North Carolina
NSE Project #: SUL0502-01-1293
Dear Agency Personnel:
Central Office
NC Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
On behalf of Contentnea Creek Development Company, we hereby submit the enclosed Pre-
construction Notification Application for the subject project. This application requests verification
of Nationwide Permit 39 from the US Army Corps of Engineers and written concurrence of the
corresponding Water Quality Certifications and of the project's compliance with the Neuse River
Basin Riparian Buffer Rules from the NC Division of Water Quality for the subject project.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
NATURAL SYSTEMS ENGINEERING
Jen er A. Burdette D
Project Scientist NOV, 2 9 2005
Enclosure WnANDS ?l;NR - WATER QUALITY
D STpRMyyATER9RAf?H
c: Mr. Dan Sullivan - Contentnea Creek Development Co. AN
SYSTEM S
E E R I N G

2 1 3 4
3719 BENGON DRIVE - RALEIGH- NC 27609 - OFFICE (919) 9713.5444 - FAX (919) B72-8444
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ? ?
II. Applicant Information G ? @ [2-1 9 v D
1. Owner/Applicant Information NOV 2 9 2005
Name: Contentnea Creek Development Com an
Mailing Address: Contact: Daniel T. Sullivan wwlAwsA067 600 M IAIdGl1
8502-202 Six Forks Road
Raleigh, North Carolina 27615
Telephone Number: 919/961-3690 Fax Number: 919/882-2341
E-mail Address: NA
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer A. Burdette
Company Affiliation: Natural Systems Engineering
Mailing Address: 3719 Benson Drive
Raleigh, North Carolina 27609
Telephone Number: 919/878-5444 Fax Number: 919/872-8444
E-mail Address: jburdetteAnsepc.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Gates of Ethan's Glen
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0891431725 & 0891327426
4. Location
County: Wake Nearest Town: (North) Raleigh
Subdivision name (include phase/lot number): The Gates of Ethan's Glen
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
south side of NC Hwy 98 between NC HM 50 and Peed Road (SR 1846) north of Raleigh,
Wake County, North Carolina. Please refer to the site depicted on the attached USGS
Location Map (Fi ug re 1).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9835026 ON 78.6822610 °W
6. Property size (acres):
7. Name of nearest receiving body of water: UT to Barton Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mal2s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and surrounded by a patchwork
of undeveloped forested land and residential development.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of roads and other community facilities necessary for
residential subdivision development. Heavy equipment typically used for road construction
will be used to construct the project.
11. Explain the purpose of the proposed work: The purposed of the project is to provide
residential housing for the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Mr. Frank Chandler conducted a wetland delineation on the site prior
to project planning to facilitate avoidance of jurisdictional areas. Mr. Chandler identified one
wetland area on the property and submitted a request for verification by the USACE. Ms.
Jennifer Burdette of Natural Systems Engineering was unable to obtain a copy of this
information from the USACE. Therefore, Ms. Burdette conducted an on-site review of the site
and wetland delineation on October 29, 2005 and found the wetland identified previously did not
meet the criteria for a jurisdictional wetland due to the lack of wetland hydrology. The attached
data form was completed at the wettest location within the previously identified wetland area.
The site boundary overlaid on the Wake County Soil Survey is also attached in support of Ms.
Burdette's wetland determination.
It is also important to note that a Natiowide Permit 39 was issued approximately 4 years ago for
a road crossing within Ethan's Glen subdivision located on the east side of Peed Road. We were
unable to obtain a copy of this permit, but have been informed b the applicant that the project
impacted less than 150 linear feet of stream channel.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future permit requests are not anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impact consists
of road construction across a stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
NA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 UT to Barton Ck culvert +
plunge perennial 4 82 0.008
o

Total Stream Impact (by length and acreage) 82 0.008
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NA

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.008
Wetland Impact (acres : 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet): 82
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
wetland delineation prior to site elan development in order to avoid impacts to iurisdictional
areas to the maximum extent practicable. A second access point to the western half of the
propert inquired due to the number of lots present in this area. The road was design by the
Page 5 of 9
applicant's engineer to cross the stream channel perpendicularly and a plunge pool was used to
dissipate the energy from the downstream end of the culvert instead of a rip rap dissipator to
minimize the linear footage of stream channel impact. The culvert will be buried 1 foot to allow
aquatic life passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmizide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because this is the second road/stream crossing associated with this subdivision
development, this impact increases the total impact beyond 150 linear feet of stream channel
impact for the project. Therefore, compensatory mitigation is required to offset the impacts.
Based on the good quality of the stream channel, a 2:1 mitigation ratio is anticipated. The
applicant proposes payment to the NCEEP for 164 linear feet of stream channel restoration.
Attached is a copy of NCEEP's acceptance for this mitigation responsibility.
Page 6 of 9
I?
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 164
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5,675 3 (2 for Catawba) NA
2 2,636 1.5 NA
Total 8,311 NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site does not currently contain impervious
areas. Due to the large lot size reauired for on-site septic disposal, the im>ervious_ surface upon
completion of the project is not expected to exceed 20%
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from each individual lot will be disposed of through a Wake County
Uproved on-site septic system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Additional development is not anticipated as a result of this project as the proposed infrastructure
will serve only the proposed residential development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
lp?/?.
Apoicant/Agent's Signature /Datd
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Name: m:\NC3pro\35078H6A.P24
Date: 11/29/2005
Scale: 1 inch equals 2000 feet
Location: 035.9716486° N 078.6848888° W
Caption: Bayleaf, NC USGS Topographic Quadrangle
Copyright (C) 1998, Maptech, Inc.

4ROLINA - SHEET NUMBER 8
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: The Gates of Ethan's Glen Subdivision Date: 10/29/05
Applicant / Owner: Contentnea Creek County: Wake
Investigator: Jennifer Burdette State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Floodplain
(explain on reverse if needed) Flag #29
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9.
2. Ilex 9pacy FAQ- 10.
3. Carpinus caroliniana FAC 11.
4. Vaccinium stamineum S/S FACU 12.
6. Acer rubrum FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. Woodwardia aerolata Herb OBL 1s.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71
Remarks: More than 50% of the dominant species are OBL, FACW, or FAC excluding FAC- indicating the
hydrophytic vegetation criterion is met.
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs Primary Indicators:
_ Other _ Inundated
Saturated in Upper 12"
X No Recorded Data Available Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NA (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: The lack of sufficient primary and/or secondary indicators at this location indicates the wetland
hydrology criterion is not met.
SOILS
Map Unit Name
(Series and Phase): Colfax sandy loam, 0-6 percent slopes Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(Inches) Horizon (Munseil Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
04 Al 7.5YR 5/4 NA NA loamy sand
4-8 A2 I OYR 511 2.5YR 4/8 common/prominent loamy sand
8-16+ Bt 10YR 511 2.5YR 4/8 common/prominent sandy clay loam
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed On Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The presence of low-chroma colors immediately below the A horizon indicate the presence of hydric
soils.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes No X
Hydric Soils Present? Yes X No
Remarks: This location does not meet the criteria for a jurisdictional wetland due to the absence of wetland
hydrology.
Y
Ecosystem
PROGRAM
October 19, 2005
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Si bcerely, W m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
k utorupcg... F ... Protectl' our Stag
NCDEE R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Oct 17 05 02:15p Ethans Glen 919-866-0378 p.2
18/13/2065 15:47 8663238445 NATLR4L SYSTEMS ENG; PAGE 02
NATURAL SYSTEM S1
)My Gi 1 N >~ R 1 hl E,
3719 DENSON DRIVE, RALEIGH, NO 271800- PHONE [phone] -FAX (916) ( r;-044A . www,h*apc,com
Agent Authoflzatio>w Form
US Array Corps of Et>,g n=5 North Carolina Divij cI a of Water Quality
Raleigh Regulatory Field Office Central Office
6508 Falls of Neuse Road Mail Service Center ' 50
Raleigh, North Carolinas 27615 Raleigh, North Carol, n N. 27699
To Whom It May Concern:
By signing below, the current property owner gives representatives of Na i % ral Systems
Enginari>tlg permission to act as their authorized agent for jurisdieticrAl ;rd isolated waters zed
riparian buffet determinations, delineation, and pamitting for the subjea ;.'ojeet, This
authorization includes permission to enter the site to conduct site meetini t With US Army Corps
of Engineers and NC Division of Water Quality personnel, as necessary.
Project Narne:_ ! ff4._ _ C fs /?? 71 /1 ?.
Cuarrent P. roperty Owner-
Nam &-WFe !>?o?•'y' 6k_4_)_/ ,? /ham
(rnchA* cma=t person if owned by a cor, poradon or partnership)
Mailing ,A,ddreas
Telephone: Fax: ?;•:Z ,235!/_
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Signature Prim Name (inchtda i k, if qqpropriate)
SHEET INDEX:
SHEET 1 -OVERALL JURISDICTIONAL IMPACT MAP
SHEET 2 - CROSSING 1, IMPACT 1
SHEET 3 - CROSSING 1 DISSIPATOR DETAIL
GENERAL NOTES:
1. PARCEL BOUNDARIESI <
ANDVA SOCIATES NCIL
_ 1 LL _
PROFESSIONAL LAND
SURVEYOR PA. 98
DEPOT STREET PO BOX
730 ANGIER NC 27501.
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0891.03-32-4726 AND
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AND FLOW VALUES WERE OBTAINED
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-
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TOTAL BASIN LENGTH
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E F. 1 N G
November 28, 2005
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: The Gates of Ethans Glen
Wake County, North Carolina
NSE Project #: SUL0502-01-1293
Dear Agency Personnel:
Central Office
NC Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
On behalf of Contentnea Creek Development Company, we hereby submit the enclosed Pre-
construction Notification Application for the subject project. This application requests verification
of Nationwide Permit 39 from the US Army Corps of Engineers and written concurrence of the
corresponding Water Quality Certifications and of the project's compliance with the Neuse River
Basin Riparian Buffer Rules from the NC Division of Water Quality for the subject project.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
NATURAL SYSTEMS ENGINEERING
er A. Burdette
Pro V l5
Project Scientist st 0 D
Enclosure NOV. 2 9 2005
c: Mr. Dan Sullivan - Contentnea Creek Development Co. DENR - WATER UUALiTY
WETLANDS AND STORMWATER BRANCH
2 0 0 5 2 1 3 4
3719 BENSON DRIVE - RALEIGH- NO 27609 - OFFICE (919) 87B-5444 - FAX (919) B72-8444
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), ch @1flW7RD
II. Applicant Information NO V 2 ,9 2005
1. Owner/Applicant Information DENR • WATER QUALITY,
Name: Contentnea Creek Development Company! 'U'f0SLON ruw ,,,
Mailing Address: Contact: Daniel T. Sullivan
8502-202 Six Forks Road
Raleigh, North Carolina 27615
Telephone Number: 919/961-3690 Fax Number: 919/882-2341
E-mail Address: NA
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer A. Burdette
Company Affiliation: Natural Systems Engineering
Mailing Address: 3719 Benson Drive
Raleigh, North Carolina 27609
Telephone Number: 919/878-5444 Fax Number: 919/872-8444
E-mail Address: jburdette(a),nsepc.com
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Gates of Ethan's Glen
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0891431725 & 0891327426
4. Location
County: Wake Nearest Town: (North) Raleigh
Subdivision name (include phase/lot number): The Gates of Ethan's Glen
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
south side of NC Hwy 98 between NC Hwy 50 and Peed Road (SR 1846) north of Raleigh,
Wake County, North Carolina. Please refer to the site depicted on the attached USGS
Location Map (Figure 1).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9835026 ON 78.6822610 °W
6. Property size (acres): 114
7. Name of nearest receiving body of water: UT to Barton Creek
8. River Basin: N
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and surrounded by a patchwork
of undeveloped forested land and residential development.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of roads and other community facilities necessary for
residential subdivision development. Heavy equipment typically used for road construction
will be used to construct the project.
11. Explain the purpose of the proposed work: The purposed of the project is to provide
residential housing for the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Mr. Frank Chandler conducted a wetland delineation on the site prior
to project planning to facilitate avoidance of jurisdictional areas. Mr. Chandler identified one
wetland area on the property and submitted a request for verification by the USACE. Ms.
Jennifer Burdette of Natural Systems Engineering was unable to obtain a copy of this
information from the USACE. Therefore, Ms. Burdette conducted an on-site review of the site
and wetland delineation on October 29, 2005 and found the wetland identified previously did not
meet the criteria for a jurisdictional wetland due to the lack of wetland hydrology. The attached
data form was completed at the wettest location within the previously identified wetland area.
The site boundary overlaid on the Wake County Soil Survey is also attached in support of Ms.
Burdette's wetland determination.
It is also important to note that a Natiowide Permit 39 was issued approximately 4 years ago for
a road crossing within Ethan's Glen subdivision located on the east_ side of Peed Road. We were
unable to obtain a copy of this permit, but have been informed by the applicant that the project
impacted less than 150 linear feet of stream channel.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future permit requests are not anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: The proposed impact consists
of road construction across a stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
NA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
1 UT to Barton Ck culvert +
plunge perennial 4 82 0.008
o

Total Stream Impact (by length and acreage) 82 0.008
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NA

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.008
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet): 82
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
wetland delineation prior to site elan development in order to avoid impacts to iurisdictional
areas to the maximum extent practicable. A second access point to the western half of the
property is required due to the number of lots present in this area. The road was design by the
Page 5 of 9
applicant's engineer to cross the stream channel perpendicularly and a plunge pool was used to
dissipate the energy from the downstream end of the culvert instead of a rip rap dissipator to
minimize the linear footage of stream channel impact. The culvert will be buried 1 foot to allow
aquatic life passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because this is the second road/stream crossing associated with this subdivision
development, this impact increases the total impact beyond 150 linear feet of stream channel
impact for the project. Therefore, compensatory mitigation is required to offset the impacts.
Based on the good quality of the stream channel, a 2:1 mitigation ratio is anticipated. The
applicant proposes payment to the NCEEP for 164 linear feet of stream channel restoration.
Attached is a copy of NCEEP's acceptance for this mitigation responsibility.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 164
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 5,675 3 (2 for Catawba) NA
2 2,636 1.5 NA
Total 8,311 NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site does not currently contain impervious
areas. Due to the laree lot size required for on-site septic disposal, the impervious surface upon
completion of the project is not expected to exceed 20%.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from each individual lot will be disposed of through a Wake County
approved on-site septic system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Additional development is not anticipated as a result of this project as the proposed infrastructure
will serve only the proposed residential development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
NA
11/.2
Agoicant/Agent's Signature /Datd
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Name: m:\NC3pro\35078H6A.P24 Location: 035.9716486° N 078.6848888°W
Date: 11/29/2005 Caption: Bayleaf, NC USGS Topographic Quadrangle
Scale: 1 inch equals 2000 feet
Copyright (C) 1998, Maptech, Inc.
4ROLINA - SHEET NUMBER 8
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: The Gates of Ethan's Glen Subdivision Date: 10/29/05
Applicant / Owner: Contentnea Creek County: Wake
Investigator: Jennifer Burdette State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transact ID:
Is the area a potential problem area? Yes No X Plot ID: Floodplain
(explain on reverse if needed) Flae #29
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9.
2. Ilex Qpaca FAQ- 10.
3. Carpinus caroliniana FAC 11.
4. Vaccinium stamineum S/S FACU 12.
5. Acer rubrum FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. Woodwardia aerolata Herb OBL 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71
Remarks: More than 50% of the dominant species are OBL, FACW, or FAC excluding FAC- indicating the
hydrophytic vegetation criterion is met.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
Saturated in Upper 12"
X No Recorded Data Available Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NA (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: The lack of sufficient primary and/or secondary indicators at this location indicates the wetland
hydrology criterion is not met.
SOILS
Map Unit Name
(Series and Phase): Colfax sandy loam. 0-6 percent slopes Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
04 Al 7.5YR 5/4 NA NA loamy sand
4-8 A2 l OYR 5/1 2.5YR 4/8 common/prominent loamy sand
8-16+ Bt I OYR 511 2.5YR 4/8 common/prominent sandy clay loam
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
X Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The presence of low-chroma colors immediately below the A horizon indicate the presence of hydric
soils.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetiand? Yes_ No X
Hydric Soils Present? Yes X No
Remarks: This location does not meet the criteria for a jurisdictional wetland due to the absence of wetland
hydrology.
Ecosystem
PROGRAM
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen
October 19, 2005
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Si beerely,
Z C Jill+/
W m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
2Z"t0dkf9... E ... Prot", Orr, State,
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F"C ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Oct 17 05 02:15p Ethans Glen 818-866-0378 p.2
18/13/2805 15:47 8663238445 NATLRAL SYSTEMS EN(gi PAGE 02
NATURAL SYSTEMS,
0 P4 a 1 N C a M 1 N Ey
3719 BENSON DRIVE, RALEIGH, NO 27809 • FHONI! [phone] -FAX (910) t';-84441 • www,neapc,acm
Agent Authorization Form
US Array Corps ofEnginoers North Carolina DIM! ;10 of Water Quabty
Raleigh, Regulatory Field Office Central Office
6508 Falls of Neuse Road Mail Service Center ' 50
Raleigh, North Carolina 27615 Raleigh, North Caro!, III d 27699
To Whom It May Concern:
By signing below, the current property owner gives rcpresMMdveS of Na I %I ral Systems
Enginaring permission to act as their authori7ad agent for jurisdictiavW : u d isolated waters and
riparian buffer determinations, delineation, and pamitting for the subject 9. bject, This
srathorizaation includes permission to eater the site to conduct site Meeting;; with US Army Corps
of Engineers and NC Division of Walter Quality personnel, a3 necessary.
f Cfs ?rrf?r_
Project Name;_
Current P. Mperty over=
Name 'O/lr ,^ NEis'- I. CM_gg[ 4rc~a,
(tnchtde cMWI perso?r if owned by a corpora ion or
Mailing Address . ? _.

Telephone: ?fYr 419?4961_ Fax:
,d?
Signature PrintName (in 4k* i.k ifqppropriare)
SHEET INDEX:
SHEET 1 - OVERALL JURISDICTIONAL IMPACT MAP
SHEET 2 - CROSSING 1, IMPACT 1
SHEET 3 - CROSSING 1 DISSIPATOR DETAIL
GENERAL NOTES: / _ \ J ??f\\ i i?/? I
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NATURAL
E N G I N
SYSTEMS
E E R I N G
November 28, 2005
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: The Gates of Ethans Glen
Wake County, North Carolina
NSE Project #: SUL0502-01-1293
Dear Agency Personnel:
2 0 0 5 2 1 3 4
Central Office
NC Division of Water Quality
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
On behalf of Contentnea Creek Development Company, we hereby submit the enclosed Pre-
construction Notification Application for the subject project. This application requests verification
of Nationwide Permit 39 from the US Army Corps of Engineers and written concurrence of the
corresponding Water Quality Certifications and of the project's compliance with the Neuse River
Basin Riparian Buffer Rules from the NC Division of Water Quality for the subject project.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
NATURAL SYSTEMS ENGINEERING
Jen er A. Burdette
Project Scientist
Enclosure
c: Mr. Dan Sullivan - Contentnea Creek Development Co.
g@LRO V RD
NO V 2 9 2005
011" - WAI Ek QUALITY
1ME7W6i AW rOItl11Wi1*A ORMC,
3719 BENSON DRIVE RALEIGH, NO 27609 OFFICE 19191 87B•5444 • FAX [phone]
Office Use Only: Form Version March 05
?. () (? ' i 2 1 3 4
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
9,r q: ?
9 zoos
1. Oa er/Applicant Information ?,
Contentnea Creek Development Co i
Mailing Address: Contact: Daniel T. Sullivan Ruch
8502-202 Six Forks Road
Raleigh, North Carolina 27615
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification E] Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: El
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division oastal Management Area of
Environmental Concern (see the top of page 2 for further vwm? II. Applicant Information ??? NO V 2 D
??
Telephone Number: 919/961-3690 Fax Number: 919/882-2341
E-mail Address: NA
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer A. Burdette
Company Affiliation: Natural Systems Engineering
Mailing Address: 3719 Benson Drive
Raleigh, North Carolina 27609
Telephone Number: 919/878-5444 Fax Number: 919/872-8444
E-mail Address: jburdette(a,nsepc.com
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: The Gates of Ethan's Glen
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 0891431725 & 0891327426
4. Location
County: Wake Nearest Town: (North) Raleigh
Subdivision name (include phase/lot number): The Gates of Ethan's Glen
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
south side of NC Hwy 98 between NC Hwy 50 and Peed Road (SR 1846) north of Raleigh
Wake County, North Carolina. Please refer to the site depicted on the attached USGS
Location Map (Figure 1).
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9835026 ON 78.6822610 °W
6. Property size (acres):
7. Name of nearest receiving body of water: UT to Barton Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mVs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently forested and surrounded by a patchwork
of undeveloped forested land and residential development.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of roads and other community facilities necessary for
residential subdivision development. Heavy equipment typically used for road construction
will be used to construct the project.
11. Explain the purpose of the proposed work: The purposed of the project is to provide
residential housing for the area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Mr. Frank Chandler conducted a wetland delineation on the site prior
to project planning to facilitate avoidance of jurisdictional areas. Mr. Chandler identified one
wetland area on the property and submitted a request for verification by the USACE. Ms.
Jennifer Burdette of Natural Systems Engineering was unable to obtain a copy of this
information from the USACE. Therefore, Ms. Burdette conducted an on-site review of the site
and wetland delineation on October 29, 2005 and found the wetland identified previously did not
meet the criteria for a jurisdictional wetland due to the lack of wetland hydrology. The attached
data form was completed at the wettest location within the previously identified wetland area.
The site boundary overlaid on the Wake County Soil Survey is also attached in support of Ms.
Burdette's wetland determination.
It is also important to note that a Natiowide Permit 39 was issued approximately 4 ergo for
a road crossing within Ethan's Glen subdivision located on the east side of Peed Road. We were
unable to obtain a copy of this permit, but have been informed by the applicant that the project
impacted less than 150 linear feet of stream channel.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future permit requests are not anticipated for this prroiect.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
Page 3 of 9
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed impact consists
of road construction across a stream channel.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es* linear feet
NA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
I UT to Barton Ck + plunge
culvert perennial 4 82 0.008
o

Total Stream Impact (by length and acreage) 82 0.008
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 4 of 9
Open Water Impact
Site Number
indicate on ma Name Waterbody
ppli
(if applicable) )
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
NA

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.008
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.008
Total Stream Impact (linear feet): 82
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant requested a
wetland delineation prior to site plan development in order to avoid impacts to iurisdictional
areas to the maximum extent practicable. A second access point to the western half of the
property, inquired due to the number of lots present in this area. The road was design by the
Page 5 of 9
gpplicant's engineer to cross the stream channel perpendicularly and a plunge pool was used to
dissipate the energy from the downstream end of the culvert instead of a rip rap dissipator to
minimize the linear footage of stream channel impact. The culvert will be buried 1 foot to allow
aquatic life passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because this is the second road/stream crossing associated with this subdivision
development, this impact increases the total impact beyond 150 linear feet of stream channel
impact for the project. Therefore, compensatory mitigation is required to offset the impacts.
Based on the good quality of the stream channel, a 2:1 mitigation ratio is anticipated. The
applicant proposes payment to the NCEEP for 164 linear feet of stream channel restoration.
Attached is a copy of NCEEP's acceptance for this mitigation responsibility.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 164
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact Required
Zone* r__" Multiplier H,f--. _
1 5,675 3 (2 for Catawba) NA
2 2,636 1.5 NA
Total I 8,311 I I NA
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. NA
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The site does not currently contain impervious
areas. Due to the laree lot size reauired for on-site septic disposal, the impervious surface upon
completion of the project is not expected to exceed 20%.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from each individual lot will be disposed of through a Wake County
approved on-site septic system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 8 of 9
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Additional development is not anticipated as a result of this project as the proposed infrastructure
will serve only the proposed residential development.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
/0%2
Apoicant/Agent's Signature /Date/
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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78.700 000° 78.683 333° 78.666 666°
Name: m:\NC3pro\35078H6A.P24
Date: 11/29/2005
Scale: 1 inch equals 2000 feet
Location: 035.9716486° N 078.6848888° W
Caption: Bayleaf, NC USGS Topographic Quadrangle
Copyright (C) 1998, Maptech, Inc.
4ROLINA - SHEET NUMBER 8
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: The Gates of Ethan's Glen Subdivision Date: 10/29/05
Applicant / Owner: Contentnea Creek County: Wake
Investigator: Jennifer Burdette State: NC

Do normal circumstances exist on the site? Yes X No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Floodplain
(explain on reverse if needed) Flae #29
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9.
2. Ilex Qpaca FAQ- 10.
3. Carpinus caroliniana FAC 11.
4. Vaccinium stamineum S/S FACU 12.
6. Acer rubrum FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. Woodwardia aerolata Herb OBL 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 71
Remarks: More than 50% of the dominant species are OBL, FACW, or FAC excluding FAC- indicating the
hydrophytic vegetation criterion is met.
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
Saturated in Upper 12"
X No Recorded Data Available Water Marks
_ Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: NA (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: NA (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: NA (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks: The lack of sufficient primary and/or secondary indicators at this location indicates the wetland
hydrology criterion is not met.
SOILS
Map Unit Name
(Series and Phase): Colfax sandy loam, 0-6 percent slopes Drainage Class: somewhat poorly drained
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munseli Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
04 Al 7.5YR 5/4 NA NA loamy sand
4-8 A2 10YR 511 2.5YR 4/8 common/prominent loamy sand
8-16+ Bt 10YR 511 2.5YR 4/8 common/prominent sandy clay loam
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon - High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed On Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: The presence of low-chroma colors immediately below the A horizon indicate the presence of hydric
soils.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes No X Within a Wetland? Yes_ No X
Hydric Soils Present? Yes X No
Remarks: This location does not meet the criteria for a jurisdictional wetland due to the absence of wetland
hydrology.
Ecosystem r1d;Ji
PROGRAM
October 19, 2005
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/LAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Si beerely, W m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
kut riptg... E aka"... Protect Our State"
e??
C-6EVR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Oct 17 05 02:15p Ethans Glen 919-866-0378 p.2
18/13/2005 15:47 8663238445 NATLPAL SYSTEMS ENW PAGE U2
NATURAL SYSTEMS,,
3719 DEN SON DRIVE, RALEIGH, NO 27849 • FHgNI! (919) 87e-5444 -PAX (910) ( ';-944A . www,neape,con+
Agent AuthorimWotx Form
US Army Corps ofEgORocrs North Carolina Divit o a of Water Quality
Raleigh Regulatory Field Office Central Office
6508 Falls of Neuse Road Mail Service Center 50
Raleigh, North Carolina 27615 Raleigh, North Carol, Y1 d 27699
To Whom It May Concern:
By signing below, the current proptaty owner gives reprrsentatives of Na It' Ml Systems
Enzinecxing permission to act as their authorized agent far jurisdictiomal : n d isolated waters and
riparian buffer determinations, delineation, and permitting for the subject ;. bject, This
a uthoriation includes permission to enter the site to conduct site meeting; y with US Army Corps
of Engiaoers and NC Division of Water Quality personnel, as nemsary.
ProjectName:_ J ff4 Coifs / im 4,w_ ...
Currant Pnaperty Owner:
Name L?O/tTEisti'fiCoP/h ?? yp
QnchAk con i=1 person if owned by a corporation or partnership p)
Mailing Address ?iC-?lG.<__JRL
; •-i
Telephone: ?fYS: ? G / 3? J y Fact: ell?
Signature Print Name (incla* 7. k.1f oppropriale)
SHEET INDEX:
SHEET 1 - OVERALL JURISDICTIONAL IMPACT MAP
SHEET 2 - CROSSING 1, IMPACT 1
SHEET 3 - CROSSING 1 DISSIPATOR DETAIL
GENERAL NOTES: (? v _ t J ` \\ i / i??i
1. PARCEL BOUNDARIES
A ASSOCIATES NCIL
AND ASSOCIATES
PROFESSIONAL LAND
SURVEYOR PA. 98
DEPOT STREET PO BOX V ( \ \ \ _?? \? \\\ \ \?? ?- ors+°? ??? 7? "1
730 ANGIER NC 27501. / I I 0 E ~\\\`?\ \\??\? ~ ?=??/?_
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Ls - 3 x W. -18 ft
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HEADWATER ELEVATION (FT)
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PROGRAM
October 19, 2005
Jennifer Burdette
Natural Systems Engineering
3719 Benson Drive
Raleigh, NC 27609
Project: Gates of Ethan's' Glen County: Wake
OCT 2 4 2005
DENR - WATER QUALH Y
WETLANDS AND STORMWATER BRANCH
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0 0 0 0 0 110 0 0
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sin ely,
Will D. Gilmore, PE p
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
1ZMtoriK9... ... Prot" our sta t& Ff

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
V Z
DWQ# 2DO S 3`1 Date O C Who Reviewed;
d' Lt c,
lan Detail Incomplete it
P
? Please provide a location map for the.project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
F,1 y' iQ'' 1, Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site lain
Please provide the location of any proposed stormwater management practices as required by'
Please provide detail for the stormwater management practices as required by GC
[[? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
Please indicate all stormwater outfalls on the site plan. 7
Please indicate the diffuse flow provision measures on the site plan. lea
? Please indicate whether or not the proposed impacts already been conducted. -?
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as - can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through.the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of -stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
of compensatory SQL" mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
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~ I Cl 1 + ,r' ~ (,-140~(~Q, ~ , r.y y n r I Il~ lfh l,',)1. , / t;~ S 1 t I :~,)1, ~ ~ Qt ~ ~'S1 l.l:p Mn*.1.In(~ 7 =Fait liS75 ~ ~ ~ r'~} . =r1 ~ 4~'~Q , ~,L; ~ ~ ~ ~ ~ SEE DETAIL ,HEFT
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~ ~ Use M~~le~9 7YPe 11;1` Q~~~ ~ .,B 4 _ ~1 I ~ ® i ~ W! i ~ J,J \ . r'~.,;_ ilk' i" ~ --L1Ptrh N2 ? 6:60X i • r.d ~ ~ ' ~ 2~6 ~V & B ~ / tzrnporory lining iz r:eedad. i N1 , W ER SERVI lse Mntting type C123 - O~
~ ~ 11 ' ' i~)l~ ~~1~~ ~ E... p t++ 11 qr~ 311r 1 ~ ~p ~ Ditch V2 B Il f~`l-._.~ 1 ~ 1 + + I ,n rn ~ {
I .g r - . m n Is n~ed,,tl, ~ ? i ~ ~!y) A tPmparvr e uni ry Iq needr~t. r' ~ J ' ~ ~ _ _ U . _z J~~..711~T` ~ (~<1, ~-~F I~~ ~ I II. t+.+ng TyDp DC;gp ? U,s 19ntl.lr~t~ 1yID,;: Ll'S ~ , ~ + r i / ~ x SB-t2 35'X20',3' Casement - ~ ~ ~ ~
1 ri 18' r ~ ~ . 4 ' / W - 40r 15'HX10 SPILIVAY p'r r 1 ~
sta + ~ ~ 0 R - . - ~ I I N3 ~ ; o :
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~ ~ ~ ~ + 1 • ~ * J~ 1+`+ I I R PE V D 47 LF b HV 2 1,5 r r~ 1-6 ~ 4-WAY CONNECTOR /I _ , /r ~ ~ ; , IN tN+3z2,4o - PE 1t9 47 LF b0' 1 1)raina~e 1 i j R P W/ HV 2 1,50% - E'~SE~rnPf7t ! ~ ; i ~
_ / ~ 1 1 t , c 1 ~ ~s+r,~.M IIFlM 3-6 GV d B ~ _ 'r-_ - - ,,,'yF~ i , 1 j I IN OUir321~70 IN IN~322.40 ~ ~ ~,Y.n~ ~ _ ti ~ IN Dut321,~D w' }.end 100 Yk', r / ' - -
1 ~ - - ,,i` S -13 Ib'%8 3' ~ USE PWNGE POOL = ~ J1 I I C?kry DnM- q ~ _--='"s _ •J~ + L`y!,%IOL SPL_L Y DES N u P , WA R SERVICES y/•,~, _ - ~ SE LUNGE POOL ~UUCJ h levatipr~ 6• W~L ~~{rj. y DES N - _ _ ~ ~
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P~ ~ - i , , ~ ~ ,1~~L c ~ 6 PIPE N5 60 LF i ~ i~ ~ _ 4"._-..... ` 'GAYER SE VI ' - CES
18 r ~d RCP E 8.10% \ ! ~ xt - ~
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i X a temnerary Un~n, naade~+. CLASS B R[P RAP ~ y~ ` I , ~ ~ A tamp r r y (ln+rq ~5 nepdFd. 7 ' ~ 1 L,t M ,nq tj;~~, 1~~:;T1 P 22' DEEP ) ~ ,y rw I t~ -.Y~ CHr.. LAIR--~ ~ - . - 4 1 . _ ;
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INSTALL BY ~ ~ _ - ~ ~ DRY BORE ~ ~:~-20 4rxzsx -1 ' _ _ ' : ~1 ~tenpot~n ~ Inrong nne .:1, ~~r:" _
C ~g c I I JACKING \ I sHxlo`L S~u.t ~t;t~ ~ ~ IJATER WC-E ~ s Ur;r, Mat#InG Tyke 0,125 'r; _ ~ . , , I
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I I N I I I ~ ! I ,
N IPI STA=18+32.01 Ditch DDl B 11.6p%------- w I . _.,A
A temporary lining is needed, ~ =11'33'11° R ~ Use Matting Type C125BN - - - - I \ , a ~
- I I ! I I /
_ - - - iDa=3'13'41" - - J c=3'13'42" I I ~N
SB-21 2b`X15'x3' ~ f -'Ditch DD4 8 , 0'/. ~~~CUl)CNi'1f1 - 0 R -179.56 I A tem ornr tin W/ 1.5`WX1D'L SPILLWAY p y Ing Is naedad~i I ~ 1 i
~j use Matting rype ns15a I~h~' Fasulncrlt I =1774.97 I I W y ~ ,
1 ~ - PIPE 85 60 LF 18' ~ _ 26'G~' 6• W~~ / -357.90 RCP @ 8:70% ,,..--t--- _ r =357,30 I I ~ ~ U (T 6'X4' REDUCER , ~ 0 '00
INV lN~355:60 j' _ D;•tch FF2 it LOp$ I CNV DUTi350.60 D]~i ~Q ~r I / -9'Q6 A temporary ilning Is needed. I D
USE 9L X 6 D1A ,~r7 1 CLASS B RIP RAP ~`ti % =9.01 Use Martine Type DS75 A Ditch GG2 3Ara'1, ~ ~ CT `%k:r'i: r A tenpor'a y I~nInE Is needed. llitch 12 @ 5.00! I ~ ~ ' ~~~'~4':1+~ '
' R 22' P ~ I P[PE N6 43.5 Lf IB' .f U DEE I RCP Q i:80% w, ` I Use Mattln~ i ype D<.'7$ A teiop rary Ilning Is needed. , I , ~ . f' ~ i use M ting type Ds7s 4 W/L ~ ~ ~ ~
Ditch ci,~ e a21% INV Iw351so J WATER ERVICES .M... A temparary lining la needed. 21 + / DI'tch DD"c 2 1.55/. !NV OUT~351.10 -'"J I
Use Mnttinp Type DS75 ~5 A temporary lining is needed. I USE 6'L X 3' DIA I ~ - _ I _ o I I ~
~ 1 ~ Use Matting Type DS75 CLASS A RIP RAP ~ ~ ~ 1-6' 4-WAY CONNECTOR - r I 2 9'_DEEP _ ~ ~r ~ . I / I
3-6 GV & B ~ - _ / r1 , WATER SERVICES ~ 1 . ~ G2 i 0 WATER RVICES .--Dit~c,n JJ~r @ o.ZBI. ~ ~ ( % A 1er,parury Gning 15 r eJwd
tp ~ , i Tcl,lporan~ S'B°20 - = D ~ S -t5 ~ ~ ~ / I r ~ HH~ I I i U.Se Mutttrig a~Yl>e US~ ~ ~
. - I p _ (:J ~i1SClllt;llt ~ v ~ ~ _ ~ ~ i
_ _ . ; -GA ER SERVICES ~ ~
~ii3'"~~"rr~T7 - r .,,r. ~ / J,.I(_ / _ .TA,4 Y 4c~ i1 ~ O O ~ ~ p j,
se-ap 4rxzs`x3• c+ 18' !30' RW ~ FF1 W/ i 5'HX10'L SPl L AY 1~i"i' _ ; ~
WATER E ICES r I WATERS VICES GG1 i _ ~ ~
_ / I L~1 - ~ \ WATER SERVICES I I I i ~ J % ti
- = DD3 Silt Fence ~ / - _ -SB-15 2S'X13'X3' CHECK DAN I HH / s'R r ~ ~ A 0.> I WATER v. '
* _ I.. .2 I W/ 65'Mxlp'L SPILLWA,,,~.,.--~---''f pitch t"Fl P 1.Op% I I A temporary llnlr~g Is peeded Ditch CCl 2 32l%~ U + ~ f I ~ ~ ~ ~ ~ A A ^ a AIER SERVICES f fi,
A temporary ilning Is rreeded: RZS ~S I Use Mnttinp type US7 I Ditch GGi 3.41 Use Matting Type DS75 Q + - PI STA=13+98.86 I ~ A temporary tM Ntch GGi 3,46% I R f / A tenporagy tMing is needed. C1fECK AM - j
pitch DD3 2 L55% I Use Matti T I Use Mattlnp Typa DS75 ~i~ - ~ ~ - ' I
Q 1=11'28'51" L ...-~"'"-`aeaMnttln T,n~~ s75eed d~ I ~e y 9 YD _ i. i i lr ~ , j
~ H Oa=6'56'47^ Ditch NMi @ SaiO'h I r. \ , itch 1J1 o2B'/. ! A tatnporar y Ilning h needed. \ A tenanrA~y Ilnin pis nreddd.
0c=6'5703' - I I Use Mntting Type DS75 - / c~. _ ~ - _ t- 'ti Use Mnt~~ing Typr~DS75 ~
V1 , _ T=82.92 ----.-.-w...._ ~ I + f~ Vc. R=824.82 .0 I I ~ w_ I WATER SERVICES J
I ~ r- I I I ^~tls~ut ail ~ t
~I . I L=165.28 ,.,..,a--~-'`~ ~i I I ---I C=165.00 ~.,,r,.--°' __C~_. I I
- E=4,16 . ~ C~ I _-"-1 I I
+ M= 4.14 ~ __1 ~ I I I ~ i 1 • ~
~ ~ ~J ~ ~ i uit~h vl e u.e;p%.- D I I I v' + I - I 'a '
A ter~pnrnry ilning is needed, ~ ~"I Use Matting Type SC150$N cal `0' I i 'L I ~ ~ ~ , I F r, i I
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~Dltch V2 k 11.b0% ~ I to i I A temporary lining Is needed. ~ i "'I -~.1 I I ' I
Use Matting Type 0125 (711 ~ ~ I I I 1-2 ,9.G. ASSEMBLY ~ ~ wr 1. ~H u~ s~ t~.WAY ~ z
DI m~+ I I N SCNLF~`:;: tai I I ;o I 14 GV&B ~I r' / ~ i / ~ / I / i/
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A tempnrnry Uning is needed. ~ ~ / - Use Nattb~g Type DS75 X ~ ` / i ` ~ ~ / / P , Q ~ ~
~ ~ o ~ ~ F il ~ ~ rn ~ ~
J` ~ ~ i ~ ~ ~ S
ATER ERVICE % i~ , ~ ~ ~LC~ Ditch M2 a 6.$9% ~J ~ _ _ o
~ A teropornry pning Is needled, ~ 33 ~ r,': ~ / ~ ~ y Use Mntting Type ll5150 ~ ! 0' II U 0
V~ t r ~ ~ ~ ~ ti2 / R K AM AI FORS IM NT ti OC D DET ~ ED E BASIN 22
, ~ / r
f' VATER SCRVICES / ~ / / ~ ~ i"
/ / / / 2 v
L 1 - / ~ ~,,,r j j oo~o o NOTE: STRUCTURAL STONE SHALL 8E CLASS 8 II c 0.
r _ / 11 i!i! ~ STONE AND SHALL BE PAID FOR AT THE ~ : ~ o G
,r WATER ERVICE ~ / ~ ~ 'r , nigh u e 1.7Ei SO'-RW ~ ~ CONTRACT PRICE PER TON„'STONE FOR ~ ~,o EROSION CONTROL CLASS B' ~ ~ ~ - N
A tenpornry lining is naeded - L. ; SEDIMENT CONTROL STONE SHALL BE FLOW ~ `~u ~ o a w I
Use Matting Type 0~~75 ~ ~ ~ NO.5 OR N0.57 STONE AND SHALL BE p ~ p ~ ~ ~ I
!U' GRAVEL. laklVf: 1 iop~se~d Stoner 1~'at~cr 100' Nuase River PAID FOR "AT THE CONTRACT UNIT PRICE w ~l' Riparian Buffer PER TON SEDIMENT CONTROL STONE". _ _ . _ _ _ _ .
vcr Zt)' PUl3l iC E~~~,SE.i131;'V"I' Dr:,telrtiou 1~3a;io Structure r`l elute rl TOP OF BERM SHALL BE A MINIMUM OF ~ ~ ~ ~ i
Mi ~ Se,1Jth~ril Phis 5hcet D tch Ml @ 0,69% 'ti~ ONE FOOT BELOW THE SHOULDER OR ~ t DIVERSION POINT,
~ A tempprnr 'iin~ npxtl~d. Use Mntting r SC25U A i
~ CNEGK DAM \ ~ ~ 1~~ ~~L PLAN i
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i ~ P A=26+21.47 5' MIN ROADWAY SHOULDER
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Da=1b'22'13" dc=16'25'35" \ ~ MIN I FLOW 1
T=235.73 •
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NiJl~r L=414.91 1 UU SEDIMENT CONTROL STONE I
r,, C=391.04 1 ~a ~ I I
SECTION A-A
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Ditch ke 6? 1.66% / ---~;i~~ h n! ~ hb~i \ ~ / ~ ~ . ~ \ ,,,,111
A tenpa^ary lining ~,4 needs . ~ A temporary ltrdng is' needed. ~ ~ / / / ~~11, O+~Il~ fv'~l, A ~ Use Maiafng Type gS75 f"^~ U:;e Matting Type US75 ~ ~ ~ / / ~ / \ \ \ Ditch ri'~e a /g f---....___ ~ ~ ~Q tpMpor4~y lirln[) h; npeaed~~ / f~7 ~
1 ~ / ' / r ~ ~ e Mot in 7p e US75 't`~;rrl loran ~ ~ \ \ \ t ~l ~ ~ ~ ~ ~ k.;i~,~~mt;Itt
SS A ~ ~ j ~ ( / 1 I l D~t~n ~„r2 e 3.95% ~ ~~r: ~ ~ ( l V A ,f - 1~~~~ a~~`
A tanporary Uning Is needed. ~ , / / r i l ~0 Use Mattln i e DS75 ~ ~ / ~ >3 Yp \ t'~ 4 , /
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" / SB-? S4'X3G'x3' / ~ ' f ' / / 100 W/ L5'HX10'!_ SPlL WA'V i-•°-c'(l' TUBI.IC ~ ---100 RIt ARI~i~ \ 1 F f TAII _ ~ \ \ l/ t ~ ` ~ ~~~iuwnrn~ I~
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b V F" . ~ DTE4h Wl N 3 95'/, ~ / / ~ / Q 20'. ~ ~ , A t. ornry lining ~~s neede~9, / / ~ w-~-~.~ ~ ~ ~ w~~ 'x3o~ "a CQ G~ 00
t Use Ma tin T ~ 50' RW ' R25 ' g ype Ds~s / / / / Da-17 37 46 L ~ ~ t.~~ zl~'I. S~n.~wny U ~ t~ ~ .h i.°~' -r~'1Ll.WAY ~ ~
H q qc=17 42 00 _ ~ / / x` 8 ~ / / , . x 42'00" bA ~ . S.7 ~
W : W x ~ ~ Ditch Da ~ 9.65! •r / / / T=500,03 e ~ / A ten arar inl / p y I ng' needed./ ~ R=325.00 0; ~ ~ ~ O v~
4, ~ r ~ Use Matting Type S75 / / ~ / d0'X7U` IVCDf)f PIPE kl 53,~CF-- P1PE q3 6l I_f 2 ' 39 ~
SIGHT DISTANCE RCP @ 2,80% X31 'i ~'3 ,-s&-4 ID'x~ :3'' / / x L=646.39 41 ~ / ~ ~ \ r / ~ / Q' EASEMENTS INV lN~36L90 / „ , W! 1.5'hid0 SFILi.WAy/" ~LIt ~ C=545.00 ` 3$~•Q ~,2~ ~ ~ RCP / FE & 3. 0% ~0 ~ - ~ \I ~ +INV N351. 0 r..
Q' (7 J INV WT~360.40 I~ ~ / t / ~ DRr NAGS: E' +~[Ml. N? ~ _ J C'! u ~ ~ ` . 1 / j ~ E-111.37 1 f INV Ot1T~3 .50 ~ p ~ 37 1 ~ a I ~ USE Dutle Pad C S'
W ~ ~ ~ / J ~ Is,r M=147.89 J(~~ CLASS B RIP RAP TGIII Of` 'B-4 / / / / ~ ~ ~It'E~' 1~N 89 ~ 0 ~ ~ t6 z 13 DIn l,3 ~ t r. I Cw_ SS B l RP Ra ~'lg
~ v, ~ e 22• DEEP Dot Dl e 9, P ~ ~ L L.S J / / Easemant - / BUFr ER F/;r ~ 8 22' DEEP b ~ A te~~~porw^y tlr~i~7p is ",aetfeli. / ' ~ Use Mattlny Type DS 75 ~ . ; L' ~ ~ V i +
A enpurar• limn Is needed. / / \ g. i / INSTALL BY se Matt Type ~ct5o 1.6"X12' CROSS \ ~ / ~ ~ ~ ~
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JACKING PER NOTES ~ 1.12 GV & ~ ~ r / ~ / ~ , i~ ~ ~ 1 A I 00 k Fl_UCJ1J !_TNE ti ^ 'r~
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STUB 6 F0~ use ttin e D 5 \ 9 P p C,~, ~ Ate orary llning is needed, „i~ , ~
FUTURE F.H 1~ ~ ~cMECK DAM us~ MuttinD Type Dsis .~i i ~ ~ ~ w p 0.' ~J
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IPE ' S5 F 24' A R E 1CES A tenpurary liri~g is r~eede \ I P W FES L80% ~ Use Matting 7ype~DS75 w~ i ~ ~ 'I~el~n wrap . ary hni~g is npedpd, ~ \ Ing Type'~S'75 r 1 ? ` ~ Ditch f! 4. (,f' f'' / i ~ 1:~(~L9i;ii1C11~ A tpmporar ~Ing Is ,edrPd,
I V 1N.. 54,00 i $ j~• ~ ~ ~ ~ \ I AU •353.0 ` \ /f ~ ,f . / Use Matting e t15 i ' o n
~ USE Ou et / ~ ~ ~ ~ ' PI STA= l2' 6'' DIA d r ~r J~~ 1-12X12 TEE ~
. 3+65.90 ~ , , , ~ See Sheet ?~1 i'or Permanent Stormtir~ater Easemellt~ 1-31.21'39" R c~ASS B RIP SAP ~ ~ ~ ~ /f \
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~ + R 3 0.00 D Y FLG1f7D L[NE l~aseuli;nt r:.~; ` ~ r ~ . VERIFY` ALI. DIMEN5IC~NS _I . L=20L.52 ~ ~ ~ ~ \ \
I ~ ANI~ F TrlNCa s1~~5 4 ,a ~I.~ zah,4~ ~ NL .~ONNEC~ION LOCATIONS IN THE. F}ELD w , ~ . - v r~. \ \ ~ SEE DETAIL SHEET \ \
l E=14,30 ~ d mtc~ti ~ ''r~ DI @ 4.45/. ~,~J \ \ P""I
7 ~ . C' 1 - - _ / A teroppinr'y lifting I» needed. ~ , ~ ':r. t,ONThACfOR SHALL 60RE. AND JA(_.k BLNE:A(H M-13,77 X ..,,~/3'' . r~ , ~ / use M ~ . , 1 actin r e ns~s ~ f - ,.tip, gyp ~ . ~ ~
PE_E.D ROAD. PROVIDE 24~ STFE1_ ENCASEMENT PIPE c, ~ ' ~1f/ .~~w,~,l_t~. r Gi I - r - Silt Fence ~
" ~ (020 WALL THICKNESS). BORE SHALL BE IN r 1 ~l7 EiDrt ~
- 1 ACCORDANCE INITh~ rHE NORTH CAROLINA DE.PARTMEP~fi ~ , ti. t ~ Vr_f~ _ r _ ti.~ v o 11 (4~ • \ 12 W/L \ \ ~
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