20100973 Ver 1_More Info Received_20110422

Strickland, Bev
From: Homewood, Sue
Sent: Monday, April 25, 2011 1:54 PM
To: Dennison, Laurie; Strickland, Bev
Subject: FW: John Cathey Project across from CVS In West Jefferson
Attachments: CATHEY_02112011.pdf; CALCS.pdf; 20110209084736871.pdf; cathey_404.pdf;
LETTER_FROM_NCDENR_APPROVAL_02032011. pdf;
NCDENR_TROUT_BUFFER_APPROVAL_01132011.pdf
Please files these documents in both files 10-0972 and 10-0973. Thanks.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Derek Goddard [mailto:derek0)brec.biz1
Sent: Friday, April 22, 20118:58 AM
To: Homewood, Sue
Subject: Fwd: John Cathey Project across from CVS In West Jefferson
FYI

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E. Land Quality Section Beverly Eaves Perdue, Govemor
Dee Freeman, Secretary
Director and State Geologist
January 13, 2011
Amelia Properties, LLC Amelia Properties, LLC
Attention: John Cathey Attention: Amelia Cathey
3300 Centennial Boulevard 1642 5th St. Dr. NW
Claremont, NC 28610 Hickory NC 28601
Subject: Trout Buffer Zone Waiver
Amelia Propcrt ies7 LLC Site
Ashe County
Dear Mr. and Ms. Cathey:
This office has received your plan for the Amelia Properties, LLC Site, in Ashe County, North
Carolina. Your plan was submitted to this office for approval because of the proposed
encroachments into the buffer zone of designated trout waters. In accordance with NCGS 113A-
57(1) and Title 15A NCAC 4B ,0125(c) this letter will serve as written approval to encroach on
the buffer zone of Unnamed Tributary to Beaver Creek, Class C Trout. This authority has been
delegated to me by the Director, Division of Land Resources, James D. Simons, in accordance
with NCGS 143B-10. The following conditions will apply to this approval:
1. This approval is based on the plans dated January 11, 2011 and received via electronic
message on January 13, 2011.
2. This approval does not absolve the permittee from compliance with the surface water
quality turbidity standard. More protective erosion and sedimentation control measures may be
required in order to comply with this water quality standard.
Your cooperation in protecting our environment is most appreciated. If you have any questions
about this approval, please contact me at a .hauser ncdenr. ov .
Sincerely,
T. Gray Hauser, Jr., PE
State Sedimentation Specialist
M. Matthew E. Gantt, PE, Winston-Salem Regional Engineer
Blue Ridge Environmental Consultants, PA
1692 Mail Service Center, Raleigh, North Carolina 27699-1612 • 919-733-4574 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604
?S?ED
,4a
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE P.O. Box 25201, Raleigh, NC 27611-5201 EUGENE A. CONTI, JR.
GOVERNOR PHONE[phone] SECRETARY
FEB 0 7 2011
John and Amelia Cathey
467 Calloway Gap
West Jefferson, NC 28694
SUBJECT: Encroachment Agreement
SR1249/1150(Crescent Ln/Dr.), Ashe County
Dear Mr. and Mrs. Cathey:
Attached for your files is a copy of a Right of Way Encroachment Agreement that has been properly
executed. This Agreement covers the following:
Installation of a Junction Box (Std. 840.32) and 145 LF+J of 24-inch RCP connecting to an
existing 30-inch cross line. This encroachment will be located at the intersection of SRI 249
(Crescent Ln.) with SRI 150 (Crescent Dr.) in Ashe County. All work shall be performed
according to the attached plans.
APPROVED SUBJECT TO: Attached Special Provisions.
Please contact the North Wilkesboro District Engineer's office (336/903-9146) if any further
assistance is needed in this matter.
Sincerely,
-
M. A. Pettyjohn,
Division Engineer
MAP/SVG/sg
Attachments
cc: Robert Memory, State Utility Agent
D. J. Tetzlaff
County Maintenance Engineer
P. O. Box 250, N. wILMBORO, NC 28659
PHONE [phone] FAx [phone]
SPECIAL PROVISIONS
R/W 16.1A
John and Amelia Cathey
SR1527 - Ashe County
1. NCDOT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND
TRAINING PROGRAM
Effective July 1, 2010, all flagging operations within NCDOT Right of
Way require qualified and trained Work Zone Flaggers.
July 1, 2011, qualified and trained Work Zone Traffic Control
Supervisors will be required on Significant Projects.
2. That the party of the second part agrees to provide traffic control devices,
lane closures, road closures, positive protection and/or any other warning or
positive protection devices necessary for the safety of road users during
construction and any subsequent maintenance. This shall be performed in
conformance with the latest NCDOT Roadway Standard Drawing and
Standard Specifications- for Roads and Structures and Amendments or
Supplements thereto. When there is no guidance provided in the Roadway
Standard Drawings or Specifications, comply with the Manual on Uniform
Traffic Control Devices for Streets and _Highways and Amendment or
Supplement thereto. Information as to the above rules and regulations may
be obtained form the Division Engineer of the party of the first part.
3. The encroaching party shall notify the District Engineer's office at telephone
number [phone] prior to beginning construction and after
construction is complete.
4. An executed copy of this encroachment agreement shall be present at the
construction site at all times during construction. If safety or traffic
conditions warrant such an action, NCDOT reserves the right to further limit,
restrict or suspend operations within the Right of Way.
5. NCDOT does not guarantee the Right of Way on this road, nor will it be
responsible for any claim for damages brought about by any property owner
by reason of this installation.
Special Provisions (Continued)
Cathey
Page 2
6. The encroaching party is required to contact the appropriate Utility
Companies involved and make satisfactory arrangements to adjust the
utilities in conflict with the proposed work prior to beginning construction.
7. Excavation within 500 feet of a signalized intersection will require
notification by the party of the second part to the Division Traffic Engineer at
telephone number [phone]. All traffic signal or detection cables must
be located prior to excavation.
8. The encroaching party shall comply with all applicable Federal, State, and
local environmental regulations and shall obtain all necessary Federal, State
and local environmental permits, including but not limited to, those related to
sediment control, stormwater, wetland, streams, endangered species and
historical sites.
9. The contractor shall not begin the construction until after the traffic control
and erosion control devices have been installed to the satisfaction of the
District Engineer.
10. Vegetative cover shall be established on ail disturbed areas in accordance
with the recommendations of the Division Roadside Environmental
Engineer.
11. Proper temporary and permanent measures shall be used to control erosion
and sedimentation in accordance with all Local, State, and Federal
regulations.
12. All materials and workmanship shall conform to the N.C. Department of
Transportation's Standards and Specifications Manuals.
13. Slopes within NCDOT Right-of-way shall be no greater than 2:1.
14. Right of Way monuments disturbed during construction shall be referenced
by a registered Land Surveyor and reset after construction.
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STATE OR 7-06 ENGLISH STANDARD DRAWING FOR
NORTH CAROLINA BRICK JUNCTION BOX
DEPT. OF TRANSPORTATION r
DIVISION OF HIGHWAYS (WITH OPTIONAL MANHOLE)
RALEIGH, N.C. 12" THRU-66" PIPE n
Prepared by:
Blue Ridge Environmental Consultants, P.A.
1305 South Collegiate Drive
Wilkesboro, NC 28697
��%IIIfIjII1f
CA%
F `
i
PRELIMINARY
f��3JtPiI4tt1��
2/11/2011

1 Key ................................................................................................... ...................................... 3
1 Drainage #1 ..................................................................................... ......................................4
1.1 Stormwater Calculations ............................................................ ......................................4
1.2 Erosion & Sediment Control Calculations .................................. ......................................4
2 Drainage #2 ...................................................................................... ......................................4
2.1 Stormwater Calculations ............................................................ ......................................4
2.2 Erosion & Sediment Control Calculations .................................. ......................................4
3 Drainage #3 ...................................................................................... ......................................5
3.1 Stormwater Calculations ............................................................ ......................................5
3.2 Erosion and Sediment Control Calculations .............................. ......................................5
4 Drainage #4 ...................................................................................... ......................................5
4.1 Stormwater Calculations ............................................................ ......................................5
4.2 Erosion and Sediment Control Calculations .............................. ......................................6
5 Drainage #5 ...................................................................................... ......................................6
5.1 Stormwater Calculations ............................................................ ......................................6
5.2 Erosion and Sediment Control Calculations .............................. ......................................6
BREC, P.A. JOHN CA THEY 2 1 F
1. DA = Drainage Area
2. DU = Disturbed Area
3. C = Runoff Coefficient (Rational Method)
4. i = Rainfall Intensity
5. tc = Time of Concentration
6. Ltc = Longest Flow Path in Drainage Area
7. Htc = Elevation Difference Along Longest Flow Path, L
8. Q10 = 10 Year Peak Discharge
9. ST = Temporary Sediment Trap
(See Section 6.60.1 of the NC Erosion & Sediment Control Planning and Design Manual)
10. TD = Temporary Diversion
(See Section 6.2 0.1 of the NC Erosion & Sediment Control Planning and Design Manual)
11. TDcw = Clean Water Temporary Diversion
(See Section 6.2 0.1 of the NC Erosion & Sediment Control Planning and Design Manual)
12. SAre9 = BMP Surface Area Required
13. SAr„d = BMP Surface Area Provided
14. Vre9 = BMP Volume Required
15. Vr„d = BMP Volume Provided
16. L = BMP Length
17. W = BMP Width
18. L: W = BMP Length to Width Ratio
19. Z = BMP Side Slopes
20. HW = Head Above BMP Weir
21. LW = Length of BMP Weir
22. B = BMP Baf f le Spacing
23. S = Slope
24. n = Manning's Roughness Coefficient, n
25. R = Hydraulic Radius
26. A = Cross Sectional Area
27. d = Flow Depth
28. b = BMP Bottom Width
29. PW = Wetted Perimeter
30. zr = Maximum Permissible Shear Stress
31. -co = Applied Shear Stress
BREC, P.A. JOHN CA THEY 31 F
1
1. DA = 1.1 acres
2. DU = 1.1 acres
3. tc = 5 minutes'
4. i= 6.24 in
hr
5. C = 0.35
6. Q10 = CiDA = (0.350)(6.24)(1.1) = 2.4 fs3
1. ST #1
a. SAre9 = 435Q1o = (435)(2.4) = 1044 f t2
b. Vre9 = 3600DU = (3600)(1.1) = 3960 ft3
C. L: W = 2.0
d. depth = 3 f t
e. W=30.5 ft-L=61 ft
f. SApvd = (30.5)(61) = 1860.5 ftz
9• Vpvd = 4079 f t3 2.4 - h. LW = Q(Hw-z) 10 3 = .5
2.7 < m
in, - use Lw 4 f t
(2.5) I (2.5)(0.5)1
i. Baffles
i. Bl = 0.35L = (0.35)(61) = 21.35 ft
ii. B2 = Bl + 0.25L = 21.35 + (0.25)(61) = 36.6 ft
iii. B3 = B2 + 0.25L = 36.6 + (0.25)(61) = 51.85 ft
1. DA = 0.63 acres
2. DU = 0.63 acres
3. tc = 5 minutes
4. i= 6.24 in
hr
5. C = 0.35
6. Q10 = CiDA = (0.350)(6.24)(0.63) = 1.38 fs3
2-
1. 1. ST #2
a. SAre9 = 435Q1o = (435)(1.38) = 601 f t2
b. Vre9 = 3600DU = (3600)(0.63) = 2268 f t3
C. L: W = 2.0
All times of concentration less than 5 minutes are rounded to 5 minutes since NOAA does
not publish precipitation frequency data for tc < 5 minutes.
BREC, P.A. JOHN CA THEY 4 1 F
d. depth = 3 f t
e. W = 24ft -L = 48ft
f. SApvd = (24) (48) = 1152 f t2
9- Vpvd = 2304 f t3
h. L w Q(H,-z 10 \ - 1.38 - 1.6 G min,- use L = 4 f t
w (2.5)I (2.5)(0.5)1.5 - w
i. Baffles
i. B1=0.35L=(0.35)(48)=16.8ft
ii. B2 = B1 + 0.25L = 16.8 + (0.25)(48) = 28.8 ft
iii. B3 = B2 + 0.25L = 28.8 + (0.25)(48) = 40.8 ft

In
1. DA = 0.8 acres
2. DU = 0.8 acres
3. tc = 5 minutes
4. i= 6.24 in
hr
5. C = 0.35
6. Q10 = CiDA = (0.30)(6.24)(0.8) = 1.75 fs3
1. ST #3
a. SAre9 = 435Q10 = (435)(1.75) = 762 f t2
b. Vre9 = 3600DU = (3600)(0.8) = 2880 ft3
C. L: W = 2.0
d. depth = 3 f t
e. W=2 6.5 ft-L=53ft
f. SApvd = (26.5)(53) = 1404.5 ftz
9• Vpvd = 2927 f t3
h. L w
w Q
10 - 1.75 - 1.9 G min,- use L - 4 f t
(2.5)(0.5)1.5 w
-
( z
2.5)
(Hw
J
i. Baffles
i. B1 = 0.35L = (0.35)(53) = 18.55 ft
ii. B2 = B1 + 0.25L = 18.55 + (0.25)(53) = 31.8 ft
iii. B3 = B2 + 0.25L = 31.8 + (0.25)(53) = 45.05 ft
1. DA = 1.24 acres
2. DU = 1.24 acres
3. tc = 5 minutes
BREC, P.A. JOHN CA THEY 5 1 F
4. i=6.24 in
hr
5. C = 0.35

6. Q10 = CiDA = (0.30)(6.24)(1.24) = 2.71 ft3
1. ST #4
a. SAre9 = 435Q1o = (435)(2.71) = 1179ft2
b. Vre9 = 3600DU = (3600)(1.24) = 4464 f t3
C. L: W = 2.0
d. depth = 3 f t
e. W=3 2 ft-L= 64ft
f. SApvd = (32)(64) = 2048 ftz
9. Vpvd = 4560 f t3
h. L -
w Q/10 _
3) 2.71 - - 3.0 < min,- use L - 4 f t
(2.5)(0.5)1.5 w -
( 2.5)I HW
\ J
i. Baffles
i. Bl = 0.35L = (0.35)(64) = 22.4 ft
ii. B2 = Bl + 0.25L = 22.4+ (0.25)(64) = 38.4 ft
iii. B3 = B2 + 0.25L = 38.4 + (0.25)(64) = 54.4ft
2. Channel #1
a. S = 0.075 ft
ft
b. b=1ft,Z=2 ft,Q=0293
C. Liner = American Excelsior Curlex 11 n = 0.035, zp = 2.25 lbs/ f t2
d. Solve 149 - AR3 = 0 by trial and error, dnormal = 0.15 f t
e. R= A -0.19=0.12 ft
Pw 1.67
f. -co = yRS = (62.4)(0.12)(0.075) = 0.55 ftZ < zp
1. DA = 0.44 acres
2. D U = 0.44 acres
3. tc = 5 minutes
4. i= 6.24 in
hr
5. C = 0.35
6. Q10 = CiDA = (0.30)(6.24)(0.44) = 0.96 ft3
1. ST #5
BREC, P.A. JOHN CA THEY 6 1 F
a. SAreq = 435Q1o = (435)(0.96) = 418 f t2
b. Vreq = 3600DU = (3600)(0.44) = 1584 f t3
C. L: W = 2.0
d. depth = 3 ft
e. W=2 1 ft-L= 42 ft
f. SApvd = (21) (42) = 880 f t2
9. Vpvd = 1656 f t3
h. LW = 10 a =
- 0.96

= 1.08 G min, - use L,?, = 4 ft
(2.5)(0.5)1.5
( Z
2.5)
(H'
J
i. Baffles
i. Bl = 0.35L = (0.35)(42) = 14.7 ft
ii. B2 = Bl + 0.25L = 14.7 + (0.25)(42) = 25.2 ft
iii. B3 = B2 + 0.25L = 25.2 + (0.25)(42) = 35.7ft
BREC, P.A. JOHN CA THEY 7 1 F
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2010-1809
County: Asbe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner I Authorized Agent: Amelia Properties, LLC I Attn: Amelia Cathey
Address: 3300 Centennial Blvd.
Claremont NC 28610
Telephone No.: 828-312-0056
Size and location of property (water body, road name/number, town, etc.): The site is located on the
north side of Beaver Creek School Road, in West Jefferson, Ashe County, North Carolina.
Description of projects area and activity: This permit authorizes installation of pipe and fill for the
development of a commercial fast food business. Impacts authorized b this permit total 145 linear
feet of stream channel. Note: This authorization is based on plans submitted for the development of
commercial fast food franchise. If plans change and/or the tyve of commercial development for this
Parcel changes, this ermit may not longer be valid. An proposed changes should be coordinated
with our office.
Special Condition: The permittee will plant a riparian buffer 25-feet in width on each side of the
remaining channel (approximately 200 linear feet). All Plantings should be completed within 30
days of the permitted impacts occurring unless otherwise coordinated with our office.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are
scheduled to be modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain
informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you
commence or are under contract to commence this activity before the date that the relevant nationwide permit is
modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP
to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Amanda Jones at 828-271-7980.
Corps Regulatory Official Amanda Jones Date: December 3, 2010
Expiration Date of Verification: March 18, 2012
Determination of Jurisdiction:
A. ? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process (Reference 33 CFR Part 331).
B. ? There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
D. ? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: The site contains stream channels that exhibit indicators of ordinary high
water marks. The stream channel on the property is an unnamed tributary to Beaver Creek which flows into the New
River and ultimately flows to the Atlantic Ocean through the Gulf of Mexico.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal
this determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Amanda Jones, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
In order for an RFA to be accepted by the Corps, the Corps must deterinine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60
days from the Issue Date below.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: _Amanda Jones
Issue Date: December 3, 2010 Expiration Date: Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at our website at
htt :// er2.ni .usace.az-in y.inil/surve .html to complete the survey online.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
BREC, Attn: Derek Goddard, 467 Calloway Gap Road, West Jefferson, NC 28694
Permit Number: 2010-1809
Permit Type: NW39
Name of County: Ashe
Name of Permittee: Amelia Properties, LLC / Attn: Amelia Cathey
Date of Issuance: December 3, 2010
Project Manager: Amanda Jones
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A -
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terns and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 2010-1808
County: Ashe
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner 1 Authorized Agent: Amelia Properties, LLC 1 Attn: John Cathe
Address: 3300 Centennial Blvd.
Claremont, NC 28610
Telephone No.: 828-312-0056
Size and location of property (water body, road name/number, town, etc.): The site is located on
Crescent Lane across from its intersection with Beaver Creek School Road in West Jefferson
Ashe County, North Carolina.
Description of projects area and activity: This permit authorizes installation of pipe and fill for the
development of a commercial grocery store. Impacts authorized-by this permit total 145 linear feet
of stream channel and 0.10 acre of wetlands. Note: This authorization is based on lans submitted
for the development of commercial grocery store. If plans change and/or the type of commercial
development for this parcel changes, this permit may not longer be valid. An proposed changes
should be coordinated with our office.
Special Condition: The permittee will plant a riparian buffer 25-feet in width on each side of the
remaining channel (approximately 150 linear feet and appropriate planting's in remainin
wetlands (approximately 0.10 acre). All plantings should be completed witbin 30 days of the
permitted impacts occurring unless otherwise coordinated with our office.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Permit Number: 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are
scheduled to be modified, reissued, or revoked prior to March 18, 2012. It is incumbent upon you to remain
informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you
commence or are under contract to commence this activity before the date that the relevant nationwide permit is
modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP
to complete the activity under the present terms and conditions of this nationwide permit.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You should contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area
Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Amanda Jones at 828-271-7980.
Corps Regulatory Official Amanda Jones Date: December 3, 2010
Expiration Date of Verification: March 18, 2012
Determination of Jurisdiction:
A. ? Based on preliminary information, there appear to be waters of the US including wetlands within the above
described project area. This preliminary determination is not an appealable action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. ? There are Navigable Waters of the United States within the above described project area subject to the
permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act.
Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
D. ? The jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued . Action 1D
Basis of Jurisdictional Determination: The site contains wetlands as determined by the 1987 Corps of Engineers
Wetland Delineation Manual and the Interim Regional Supplement to the Corps of Engineers fetlands Delineation
Manual: Eastern Mountain and Piedmont Region. These wetlands are abutting stream channels located on the
property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed
tributary to Beaver Creek which flows into the New River and ultimately flows to the Atlantic Ocean through the
Gulf of Mexico.
Appeals Information: (This information does not apply to preliminary determinations as indicated by paragraph A.
above).
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that
approved jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal
this determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Amanda Jones, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the
criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of
the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address within 60
days from the Issue Date below.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.* *
Corps Regulatory Official: _Amanda Jones
Issue Date: December 3, 2010 Expiration Date: Five years from Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at our website at
hM2:/Iper2.nwp.usace.army.mil/surve3,.htin to complete the survey online.
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC.,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
BREC, Attn: Derek Goddard, 467 Calloway Gap Road, West Jefferson, NC 28694
Permit Number: 2010-1808
Permit Type: NW39
Name of County: Ashe
Name of Permittee: Amelia Properties, LLC / Attn: John Cathey
Date of Issuance: December 3, 2010
Project Manager: Amanda Jones
Upon completion of the activity authorized by this permit and any mitigation required by the
permit, sign this certification and return it to the following address:
U.S. Army Corps of Engineers
Attention: CESAW-RG-A
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by an U.S. Army
Corps of Engineers representative. If you fail to comply with this permit you are subject to
permit suspension, modification, or revocation.
1 hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and conditions of the said permit, and required mitigation was
completed in accordance with the permit conditions.
Signature of Permittee
Date
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SURVEYOR: ENGINEER: JUR15DiGTiON DETE1ZM 1ZANDY G. RHODES GLUE RiDCE ENVi1ZONMENTAL GLUE RIDGE ENVi1ZONM 1209 5 JEFFER50N AVE. CONSULTANTS, I'.A. CONSULTANTS, }'.A. E~ M I NATIO N. 5 H~~T I N DUX. ~ o
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APPROVED BY:
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© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

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CONSTRUCTION SEQUENCE MAINTENANCE PLAN
1. SCHEDULE PRE-CONSTRUCTION CONFERENCE WITH 1. CONTRACTOR 15 RESPONSIBLE FOR ALL EROSION AND S~L~ INS~~CTION ~O~MS w
W1N5TON-SALEM DENR REGIONAL OFFICE (336.771.5000). SEDIMENTATION CONTROL REQUIREMENTS AND SHALL COMPLY WITH w
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND
PRIOR TO ANY EXCAVATION. SEDIMENTATION CONTROL MANUAL. 3. CLEAR ALL TREES AND STUMPS WITHIN THE LIMITS OF 2. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND
DISTURBANCE. STUMPS GRUBBED ON SITE SHALL BE GROUND SEDIMENTATION CONTROL DEVICES AND STORMWATER RUNOFF THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED 1N 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES AcTiviT1E5 NAME 01= IN51'ECTOR: A1=FILIATION: ~
INTO MULCH FOR FUTURE USE OR REMOVED TO AN APPROVED DISCHARGES FROM EACH OUTFACE SHOULD BE INSPECTED EVERY INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 15 ROL PLAN 15 ('LANDOWNER, FINANCIALLY RE5PON5iBLE PARTY OR AGENT) O
DISPOSAL SITE. SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT BEING FOLLOWED. ADDRESS OF iNSRECTOR: ~
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO GREATER THAN 0.5 INCHES OVER A 24 HOUR PERIOD. A RAINFALL RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1, 2010. PROVIDE ACCESS FROM CRESCENT LANE. GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL TELERHONE NUMDER: ~
5. INSTALL SILT FENCE, TEMPORARY SEDIMENT TRAPS, AND AMOUNTS AND DATES MUST BE RECORDED AND KEPT ON SITE. THE SELF-INSPECTION PROGRAM 15 SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR PERMIT FOR SIGNATURE: DATE: ~
TEMPORARY DNER510N5 A5 EACH DAYS WORK RECORDS OF INSPECTIONS OF DEVICES AND OUTFACES SHOULD BE CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT 15 THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION ~1MENTATION
PROGRESSES. KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE 1N5PECT10N5 SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND ZOJECT, AND ('LANDOWNER, FINANCIALLY RE5PON5iBLE PARTY OR AGENT) W Q
8. TEMPORARY DNER510N5 SHALL BE PLACED AT THE END OF SHOULD BE NOTED. ANY ACTIONS TO CONTROL FUTURE RELEASES CONTINUED UNTIL PERMANENT GROUND COVER 15 ESTABLISHED. EACH WORKING DAY TO DIVERT RUNOFF INTO TEMPORARY AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG RHASE OF A1'1'ROVED EROSION AND SEDIMENTATION CONTROL PLAN: MARK (X) 0 W
SEDIMENT TRAPS. FOR RECORD KEEPING 15 AVAILABLE FROM THE NCDENR DIVISION OF THE SELF-INSPECTION REPORT FORM WILL ALSO BE AVAILABLE A5 AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE AT Z
9. STRIP TOP 501E AND STOCK PILE FOR FUTURE USE. WATER QUALITY, STORMWATER AND GENERAL PERMITS UNIT. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES U
10. SLOPES SHALL BE PLANTED OR OTHERWISE PROVIDED WITH 3. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH TEMPORARY OR PERMANENT GROUNDCOVER, DEVICES OR RUNOFF PRODUCING STORM EVENT AND MAKE ANY NECESSARY EFFECTNE OCTOBER 1, 2010, PERSONS CONDUCTING LAND-DISTURBING ACTNITIES LARGER THAN ONE ACRE MUST INSPECT THEIR PROJECT AFTER )JECT AFTER CLEARING AND GRUD8ING OF EXISTING GROUND COVER w
STRUCTURE SUFFICIENT TO RESTRAIN EROSION WITHIN 15 REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING. COMPLETION OF ANY PHASE OF GRADING OR SLOPES FOR F1LL5 ~
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING. INTENDED. INSTALLATION OF STORM DRAINAGE FAC1L1T1E5 W
PROVIDE PERMANENT GROUND COVER FOR ALL DISTURBED 4. REMOVE SEDIMENT DEPOSITS FROM EROSION CONTROL DEVICES DOES TH15 ONLY APPLY TO PROJECTS APPROVED AFTER OCTOBER 1, 20102 COMPLETION OF CONSTRUCTION OR DEVELOPMENT Lfl
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS WHEN DEPOSITS REACH HALF CAPACITY. NO,1T APPLIES TO BOTH OLD AND NEW PROJECTS. (WHICHEVER 15 SHORTER) FOLLOWING COMPLETION OF 5. REMOVE SEDIMENT DEPOSIT S FROM SILT FENCE AND STONE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION ~
CONSTRUCTION. OUTLETS WHEN DEPOSITS REACH HALF CAPACITY, REPAIR ANY 2
11. AFTER STABILIZATION OF THE SITE SCHEDULE INSPECTION BREAKS IMMEDIATELY. WHO CAN CONDUCT THE INSPECTION THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER OR THEIR AGENT MAY CONDUCT THE INSPECTION. I. EROSION AND SEDIMENTATION CONTROL MEASURE iNSRECTED: ~
WITH W1N5TON-SALEM DENR REGIONAL OFFICE (336.771.5000). 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY. 15 A SPECIAL CERTIF1CATlON REQUIRED TO DO THE 1N5PECTION2 NO
AFTER FINAL INSPECTION, REMOVE SEDIMENT TRAPS AND 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL COMPLETE GRADING 1N TH05E AREAS WITHIN 15 DAYS. F1NE5 LEVIED DUE TO NOT MAINTAINING PROPER EROSION CONTROL WHAT I5 THE GOAL OF THE SELF-INSPECTION PROGRAMZ TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN 15 BEING NAME/NUMDER/ MEA5URE51N5TALLED SINCE _AN 15 BEING MEASURE SIGNIFICANT
12. APPLY TOP DRESSING 6 MONTHS AFTER INTIAL SEEDING. MEASURES AT ALL TIMES. FOLLOWED, INCLUDING THE INSTALLATION AND MAINTENANCE OF MEASURES, AND THE PROVISION OF GROUND COVER 1N A TIMELY MANNER. LOCATION OF LAST REPORT
8. TEMPORARY DNER510N5 SHALL BE MAINTAINED BY THE MEASURE (LIST ALL PROPOSED ACTUAL OPERATING DEVIATION DESCRIBE CORRECTIVE z MEASURES ON PROPERLY FROM PLAN? ACTIONS NEEDED
CONTRACTOR DAILY. WHAT HA5 TO BE 1NSPECTED2 ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION CONTROL BASINS, DIMENSIONS DIMENSIONS YES/NO YES/NO ~ COL BASINS, ( ) ( )
SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT 5, SEDIMENT PLAN) (FEET) (FEET) ~
FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FAC1L1T1E5, ENERGY D1551PATERS, AND STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED. )D5 OF OPEN I
WHAT ELSE HAS TO BE CHECKEDZ THE NEED FOR GROUND COVER SHOULD BE CHECKED. TEMPORARY OR PERMANENT GROUND COVER MUST BE .R MUST BE ~
PROVIDED ON EXPOSED GRADED SLOPES AND F1LL5 WITHIN 21 CALENDAR DRYS OF THE COMPLETION OF A PHASE OF GRADING. PERMANENT GROUND ENT GROUND
COVER MUST BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS 1N HQW ZONES), WHICHEVER TERM 15 SHORTER, UPON THE R, UPON THE U
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED2 YES, THE ACTUAL DIMENSIONS OF THE BASINS HAVE TO BE z O HAVE TO BE ~ ~
CHECKED, USUALLY WITH A TAPE MEASURE, AND COMPARED TO THE DIMENSIONS ON THE APPROVED PLAN. 0
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DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED BY A PROFE5510NAL LAND SURVEYORZ N0. GENERALLY THE WIDTH Y THE WIDTH ~ O
G AD NG NOTES AND LENGTH OF BASINS CAN BE MEASURED WITH A TAPE MEASURE. A LEVEL AND SURVEY ROD MAY BE USEFUL 1N CHECKING THE DEPTH OF A BA51N. R 1 CONSTRUCTION NOTES ONLY RELATIVE ELEVATIONS, COMPARING THE BOTTOM AND TOP ELEVATIONS ARE NECESSARY. I OF A BA51N. ~
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING IN AREAS TO 1. ALL CORRUGATED METAL PIPE I5 TO BE ALUMINIZED OR
RECEIVE PAVEMENT AND TOP OF TOPSOIL 1N AREAS TO BE SEEDED AND/OR APPROVED EQUAL WITH RE-ROLLED ENDS. ALL BANDS ARE WHAT 15 A SIGNIFICANT DEVIATION FROM THE APPROVED PLANZ A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF AN AT10N OF AN
LANDSCAPED. TO BE HUGGER TYPE. EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING A5 INTENDED. IF THE APPROVED EROSION AND :R0510N AND
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED 2. ANY PIPE LOCATED 1N RIGHT-OF-WAY SHALL BE NCDOT SEDIMENTATION CONTROL PLAN CANNOT BE FOLLOWED, A REVISED PLAN SHOULD BE SUBMITTED FOR REVIEW.
AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR APPROVED. 3. ALL STORM DRAINAGE P1PE5 SHALL HAVE 12" MINIMUM DOES IT REQUIRE A SPECIAL FORMZ A °SELF-INSPECTION REPORT FOR LAND DISTURBING ACTNITY AS REQUIRED BY NCG5113A-54.1" 15 AVAILABLE FOR F1RM5 HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, COVER. U5E.1T CAN BE COMPLETED BY HAND OR COMPLETED A5 AN EXCEL SPREADSHEET. AN ALTERNATIVE 15 TO MAKE NOTATIONS ON THE COPY OF THE ~AILABLE FOR
ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO SAID 4. ALL EROSION CONTRAOL FABRIC SHALL BE INSTALLED 1N APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT 15 KEPT ON THE PROJECT SITE. RULE 15A NCAC 048. 0131 STATES THAT ;OPY OF THE w .5 THAT o
FACILITIES. CONTRACTOR SHALL PAY ALL COSTS 1N CONNECTION WITH STRICT ACCORDANCE WITH MANUFACTURERS GUIDELINES. DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION QED EROSION
ALTERATION OF OR RELOCATION OF THE FACILITY. AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LI5T5 EACH MEASURE, PRACTICE OR 'RACTICE OR
4. ALL CATCH BA51N GRATE AND FRAMES ARE TO BE BY NEENAH FOUNDRY OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN GROUND COVER ON DATE PHASE DATE GROUND 15 GROUND COVER DESCRIBE CORRECTIVE ~
APPROVED EQUAL (U.O.N.) SEE SPECIFICAT10N5. SLOPES (DY OF GRADING COVER SUFFICIENT TO RESTRAIN ACTIONS NEEDED QL
5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED. CAN 1 JUST USE THE NPDES SELF-MONITORING REPORTZ THE NPDES SELF-MONITORING REPORT MAY ONLY BE USED TO REPORT THAT THE TPRACTICES LOCATION) COMPLETE PROVIDED EROSION? (YE5/NO) ~
6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES Z
CLEARING AND GRUBBING SHALL BE DISPOSED TO AN APPROVED OFF SITE AND DEVICES HAVE BEEN PERFORMED. LOCATION BY CONTRACTOR.
7. ALL EXCAVATING 15 UNCLA551flED AND SHALL INCLUDE ALL MATERIALS WHEN DO THE INSPECTIONS HAVE TO BE DONEZ UNLIKE THE NPDES SELF-MONITORING REPORT, THE SELF-INSPECTION REPORT FOR LAND-DISTURBING -0ISTURBING
ENCOUNTERED. ACTNITY DOES NOT HAVE TO BE WEEKLY. RATHER, TH15 REPORT 15 COMPLETED AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION J ~1MENTATION w
8. BEFORE ANY MACHINE WORK I5 DONE, CONTRACTOR SHALL STAKE-OUT AND CONTROL PLAN 15 COMPLETE. NOT EVERY PROJECT WILL HAVE ALL THE P0551BLE PHASES, BUT THE LIST OF PHASES INCLUDES THE FOLLOWING: N1NG:
MARK OUT THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
BE PRESERVED AT ALL T1ME5 DURING THE COURSE OF CONSTRUCTION. LACK OF CLEARING AND GRUBBING OF EXISTING GROUND COVER;
PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR F1LL5; 07 N Q ;
OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN PLACED TO THE INSTALLATION OF STORM DRAINAGE FACILITIES; OWNER'S SATISFACTION. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; Ei. ~
9. ALL CORRUGATED METAL PIPE 15 TO BE ALUMINIZED. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. ~t ~ tr sa ~ ~n
10. SEE DETAIL 6/D3 FOR CHECK DAM SPACING. PERMANENT DATE DATE GROUND 15 GROUND COVER DESCRIBE CORRECTIVE y
11. ALL WALLS ARE TO BE DESIGNED BY OTHERS. WHERE DO 1 MAIL THE REPORTZ DO NOT MAIL THE REPORT. THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE ;TOR AT THE GROUND COVER (BY CONSTRUCTION COVER SUFFICIENT TO RESTRAIN ~ ° ~ ACTIONS NEEDED U ~
12. ALL 510E SLOPES TO BE BLOWN STRAW AND HYDRAULICALLY APPLIED SITE. ANY DOCUMENTATION OF 1NSPECT10N5 THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR iHALL OCCUR LOCATION) COMPLETE PROVIDED EROSION? (YE5/NO) ~ ~ ~
TACHIFICATION. ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE ~0 6E MADE U W ~
13. ALL ROADSIDE DITCHES ARE TO BE LINED WITH AMERICAN EXCELSIOR CURLEX Il. AVAILABLE ON THE SITE.
14. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT EITHER IMPLIED OR EXPRESSED REGARDING c ~ q; ~ ~ ~
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LOCATION OF m DEVIATION OR ACTIONS TAKEN TO CORRECT DEVIATION OR DATE ACTION ~
SEDIMENT DAMAGE RESTORE SEDIMENTATION DAMAGE TAKEN ~
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PROJECT NUMBER: 05052010_JOHN CATHEY w
DRAWN BY: ~J
J.EDWARDS
APPROVED 6Y:
J.CHURCH~
SCALE:
USE ADDITIONAL SHEETS AS NECESSARY NTS (H)
SHEET:
C52
© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

TROUT ~UFEE~ NOTES _ d-- w
1. INSTALL PUMP AT UPSTREAM END OF WORK AREA AND PUMP 1N DRY CONDITIONS. PUMP AROUND GENERAL NOTES 1. CONTRACTOR 15 TO VERIFY ALL UTILITY LOCAT10N5 PR10R TO BEGINNING WORK. ,d' ~'Lvs''
AREA WILL BE LIMITED TO IMMEDIATE WORKING AREA IN ORDER TO MINIMIZE IMPACTS TO 2. ALL WORK 15 TO BE 1N ACCORDANCE W1TH RLL STATE AND LOCAL REGULATIONS.
MARCOINVERTIBRATES. 3. ALL PERMITS RRE TO BE OBTAINED BY THE CONTRACTOR PR10R TO THE START OF
2. SEED AND MAT DISTURBED AREAS AT THE END OF EACH WORKING DAY AND BEFORE REMOVING CONSTRUCTION.
PUMP AROUND FROM WORK AREAS. 4. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL F1RE MARSHALL. / ,f' ~ \ LEGEND ~
3. ALL 51DE SLOPES SHALL BE GRADED AT 2:108 FLATTER. 5. EX15T1NG UT1L1TlE5 ON SITE SHALL BE RELOCATED RS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION. .o,,r/ ~s~ /,l'` ,o°°~ ~ °f ~ \ - - PKOPERTY LINE
4. EACH DAY OF CONSTRUCTION WILL BE A COMPLETED WORK. THE DAYS WORK WILL BE LIMITED TO 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES W1TH ALL UT1L1T1E5 WITHIN
WHAT CAN BE 5TAB1LIZED WITH MATTING AND VEGETATION AT THE END OF THE DAY. THE CITY AND STATE ROW AND W1TH1N THE PROPERTY BOUNDARIES WHICH WILL s"r °rr° / ~ 'f ~ °f / / ~ I ` CURB AND GUTTER O
REQUIRE RELOCATION. ALL C05T5 ASSOCIATED WITH RELOCATION SHALL BE r'' 'r 5. MATERIALS STAGING WILL BE LOCATED OUTSIDE THE 25 FT STREAM BUFFER. ~,r ~ ,r° 'f f,r ~/f ~ / ~ ~ RETAlN1NG WALL
6. WORK WITHIN THE 25 FT STREAM BUFFER WILL BE SEQUENCED TO MINIMIZE THE EXPOSURE OF INCLUDED 1N THE BASE BID. ~ ,,s / / 1'° ~ / ~ ~ ~ SAFETY FENCE z
DISTURBED AREAS. 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND / f,,l'
SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS RT THEIR /f o°°~ 7. ALL MATERIALS WILL BE ON SITE BEFORE ANY WORK BEGINS. ~ f''~ ~ ~ ~ / ~ ~ ~ NCDOT ROW
DISCRETION. ~ ~ 8. EQUIPMENT WORK WILL BE DONE FROM THE TOP OF BANK WHENEVER P0551BLE. ~ ~ ~ ~ LANDSCAPE BUFFER
9. NO NON-NATIVE VEGETATION WILL BE PLANTED INSIDE THE 25 STREAM BUFFER. ~ .r° / ~ REINFORCED CONCRETE PIPE (RCP) w W
~ ~ 6. CLEAR ONLY THE MINIMAL NECESSARY WOODY VEGETATION WITHIN THE LIMITS OF DISTURBANCE A5 / HODS
~ ~'s. ND Y PF,R'~RN~ R E U ED FO EAC DAY'S WO K. 5TU P5 G UBBED ON 5 TE 5 ALL BE G OUND NTO ULC FO E TY U RQIR R H R M R I H R 1 M H R \ ~ ~ ,R,1zAN~ RH o~ - ~ I ~ ~ W
FUTURE USE OR REMOVED TO AN APPROVED DISPOSAL SITE. ~ ~ ~`r _ _ ,.J / .,°f,.d ~°,s / ~ / I ~
7. GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHOULD BE PROVIDED WITHIN THE 25 FT ,r''
RIPARIAN BUFFER ZONE AT THE END OF EACH DAY 5 WORK.
8. WATER PUMPED FROM THE WORK AREA SHOULD BE TREATED WITH A FLOCCULANT BEFORE ~ r° i
D 5C A GED NTO A GEO-TE T LE DEWATE NG BAG. ~ ~ ~ ~ ~ I H R I X I Rl ~
~ ~L CE 4' S FETY FE CE ALO EXTE 5 OF / ~ L ~ ~ ~ ~
~ ~ ~ WA COOK ATE 5 LE WIT OWNER ND
~ ARCH ECT SEL CTED S LE MU T MEET LL LOCAL SAFE AN ARC TECTUR
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SEE RIPARIAN PLANTING ON DETAIL 2 24~1LL MOTION~ER \ / X320 SQ FT ~ \ ~ c i z ~ o
~ SHEET D3 ' ~ o DOT Di'~1~E AY ~ USAC~O\ECURED` \ ~ W ~ ~ U \ m ~
~t~,,. CONf~TION P M T NO RIPARIAN PLANTINGS WILL OCCUR
OUTSIDE THE PROPERTY BOUNDARY ` ~ \ ~ \ \ ~ ~ I ~
AREA TO REMAIN UNDISTURBED VIA o° °`o , PROTECTNE COVENANT , , \ ° ® , \ \ ~ °
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~ N > e, ~ . .
4~ >s ° ~ ° ASPHALT PAVING ~ ~ ° ° d ~ 25' TROUT BUFFER ~ ~
SEE DET.5/D3 \ ~ ~ ~ 'Y Q ~ ~
\ ~ \ ~j ~ ~ CURB & GUTTER ~ ° ° r ?'1~ ~ 5EE RIPARIAN PLANtfING ON DETAIL ~ r'r O p~l~ ~ SHEET D3
~ ~ ~ SEE DET. 41D3 ~ ~ 1~1`~
RETAINING WALL DESIGNED BY OTHERS. ~ / `f` / ~ (G~ ~ AREA TO REMAIN UNDISTURBED V1A o z
4 ~ R o-' \ 2 MATERIALS TO BE SPECIFIED BY OWNER. 0._._ ~6VE = - / ~ G~~~G ~ PROTECTIVE COVENANT ~ ~ i
DESIGNER 15 RE5PON51BLE FOR REQUIRED / ~ t- ~ TY INE o
D R NRGE EASU E5. PLACE 4' SAFETY FENCE ~ ~ /r R 1 M R ~ ~ _ ~ o zz w
ALONG EXTENTS OF WALL COORDINATE STYLE WITH ~ ~ cnrcH 6ASI ~ =2990.54' \ ~ TRAP SCHEDULE Q ~ o ~
OWNER RND ARCHITECT SELECTED STYLE MUST / ~N 986.56' J ~ w
MEET ALL LOCAL SAFETY AND ARCHITECTURAL 12 OUT-2986.49 ~ STANDARDS. - ~ ~ TRAP N0. LENGTH WIDTH DEPTH WEIR ~ o ~ ~ ~ ~z
PIPE 1N5TRLLRTION IN THE DRY a J ST-01 61' 30.5' 3' 4' REVISION a1~12i11 ~ DATE:
SEE DET.1/D1 & 4/D2 ~ ~ ~
EXISTING ~ 1 z PROPOSED IMPACT #1A 12" CMP - ~ - - PROPOSED IMPACT #1 ST-02 48' 24' 3' 4' 01/18/2011 U / z
145 OF 36 CMP MINIMUM OF 5 _ - - ~ 145 LF 30" RCP SIZE ST-03 53' 26.5' 3' 4' RRO~ECr NuM6ER: PER NCDOT TO BE FILLED 05052010_JOHN CATHEY rrw
SERPERRTION PER NCDOT EXISTING 36 - - - - --.-€x~ 615° cMp i USACE 404 SECURED ST-04 62' 31' 3' 4' DRAwN eY: V
CMP NCDOT ~1--= _ USRCE 404 SECURED ~ ~ ~ = ~j \ PIPE INSTALLATION 1N THE DRY ST-05 42' 21' 3' 4' J.EDWARDS
G - ~ CATCH 6A5IN \ C/ ~ FL=2991.43' ~ / SEE DET. UD1 & 4I D2 APPROVED 6Y:
~Q'~/ OUT-2988.69' ~ 1~^ \ - ~ ~ ~ JURSIDICT10NAL IMPACT ~ ~ J.CHURCH~
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#1 CULVERT PIPE STREAM 145 LF SCALE: C~l
RIM=2989.94' W IN- -2976.09' 6" PVG #2 WETLAND FILL 4320 SQ.FT. 1'30 (H)
BLOCK IN=2980.14
STRUCTURE OUT=2980.04 15" CAN NOT DETERMINE #1A STREAM CULVERT 145 LF
30 15 0 30 EO SHEET: W
C1 uJ oz
© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHADLE BY FINES UP TO $100,000 PER OFFENSE.

GRADING NOTES GENERAL NOTES W
1. PROPOSED CONTOURS SHOWN RRE TOP OF FUTURE PAVING 1N AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL 1N AREAS TO 1. CONTRACTOR 15 TO VERIFY ALL UTILITY LOCATIONS PR10R TO BEGINNING WORK.
BE SEEDED RND/OR LANDSCAPED. 2. ALL WORK 15 TO BE 1N ACCORDANCE WITH RLL STATE AND LOCAL REGULATIONS.
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED SHALL RECEIVE 4" OF TOPSOIL. 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF
THIS TOPSOIL 15 TO BE PLACED AND LEVELED BY THE CONTRACTOR. CONSTRUCTION.
3. DIMENSIONS ON BUILDINGS RRE FOR GRADING PURPOSES ONLY AND RRE NOT TO BE USED TO LAY-OFF FOOTINGS (SEE'R' 4. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL. SHEETS). 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED RS REQUIRED. CONTRACTOR ~ ~ \ LEGEND ~
4. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR F1RM5 HAVING FACILITIES ON OR ADJACENT TO SHALL PRY RLL C05T5 ASSOCIATED WITH RELOCATION. °r/ /.%f ,<''y ~ ~ \ - - PROPERTY L1NE
THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO SAID FACILITIES. 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN
s'° CONTRACTOR SHALL PAY ALL C05T51N CONNECTION WITH ALTERATION OF OR RELOCATION OF THE FACILITY. THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL s'° ~ '"~,d / ~ ~ / / r"" ~ ~ / ~ CURB AND GUTTER O
5. ALL CATCH BA51N GRATE AND FRAMES ARE TO BE BY NEENAH FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE 5PEC1F1CRT10N5. REQUIRE RELOCATION. ALL C05T5 ASSOCIATED WITH RELOCATION SHALL BE r'' ~ `/f f`~ ~ / 0`` I / RETAlN1NG WALL
6. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED. INCLUDED 1N THE BASE BID. ,1
7. UNUSABLE EXCAVATED MATERIALS RND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF ~ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND / / ~ °r s' / ~ ~ ~ 1 SAFETY FENCE ~ (S~
SITE BY CONTRACTOR. SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS RT THEIR ~ / r,, / 8. ALL EXCAVATING 15 UNCLR55IF1ED RND SHALL INCLUDE RLL MATERIALS ENCOUNTERED. DISCRETION. / / / ,r j f' r'~,, / /,rr,, ~ 'd T ~ l NcDOr Row ~ ~
9. BEFORE RNY MACHINE WORK 15 DONE, CONTRACTOR SHALL STAKE-OUT AND MARK OUT THE ITEMS ESTABLISHED BY THE SITE / / / ,r / ' ~ '°`~~,r' / °rf° ~ ~ ~ ~ ~ \ - - - -LANDSCAPE BUFFER z ~
PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL T1ME5 DURING THE COURSE OF CONSTRUCTION. LACK OF PROPER / / 1 f,,o ~ ~ ~s ~ _ ~ _ / REINFORCED CONCRETE P1PE (RCP) ~
WORKING POINTS AND GARDE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN ~
~ / HODS PI PLACED TO THE OWNER'S 5AT15FACT10N. ~S. ND Y PE,R'~ANN~ R ~ E TY U ~ \ iN~ RHODE P~_ / - ~ ~ ~ ~ ~ ~ JUNCTION BOX ~ ~
10. THESE DOCUMENTS ARE SCHEMATIC 1N NATURE RND CANNOT SHOW EVERY ITEM NEEDED FOR A COMPLETE OPERATIONAL STORM - f,.~, ~ ~ ~ ' ~ ® CATCH BA51N UI w
SYSTEM. THE CONTRACTOR SHALL BE RE5PON51BLE FOR PROVIDING A COMPLETE OPERATING STORM SYSTEM. ~ _ ~
11. THE DESIGN ENGINEER MAKES NO STATEMENT, EITHER EXPRESSED OR IMPLIED, A5 TO THE EARTHWORK CUT AND FILL ~ 5 Zg1 / QUANTITIES ON THIS PROJECT. EACH BIDDER SHALL BE RESPONSIBLE FOR ESTIMATING EARTHWORK VOLUMES A5 PART OF
THEIR BID. THIS GRADING PLAN SHALL NOT BE INTERPRETED TO IMPLY A BALANCED CUT/flLL SITE. ~ ~ ~
~ ~ 2g A. \ /
~ 20 \
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r--~ 0 _ i / ~ s°i 290 ~ ~ --4. TROUT BUFFER NOTES
f~ - / { ~ ~ ~ ~ ~ \ ~ ` ~ 1. 1N5TALL PUMP AT UPSTREAM END OF WORK AREA AND PUMP 1N DRY Z ~
1 ~ ~ \ o ~ / / ~ ~ ~ COND1T10N5. PUMP AROUND AREA W1LL BE LIMITED TO 1MMEDIATE ~ O
~ \ ~ ~ I ~ WORKING AREA 1N ORDER TO MINIMIZE IMPACTS TO w z
\ ` MARCOIM/ERTIBRATES. ~ ~ Q
/ ~ s' .f''~ \ ~ I ~ 2. SEED AND MAT DISTURBED AREAS AT THE END OF EACH WORKING o ~ ?r °r, DAY AND BEFORE REMOVING PUMP AROUND FROM WORK AREAS. ~
\ ~ \ ~ 3. ALL SIDE SLOPES SHALL BE GRADED AT 2:108 FLATTER.
ALL CUT SLO E5 A E 0 ~ ~ o'~ \ \ ~ ~ ~ ~ a,~ 4. EACH DAY OF CONSTRUCTION WILL BE A COMPLETED WORK. THE DAYS
\ \ \ \ \ BE T~D ITH ALEX
\ \ i ~ETA1 ~ ' ANOD VEGIETAT ON AT TD E OEND OF TCE DAY. STABILIZED WITH MATTING w 1 H H °
\ ~ R~V 510 112n / EVE 1' NT,~UI iNG JI iNG ~ ~ \ 5. MATERIALS STAGING WILL BE LOCATED OUTSIDE THE 25 FT STREAM Z
2/ \ ~ 2892 1 ~ J BUFFER.
~ / F SRI =~0 0 + , ~ ~ - DQ ~ ± \ ~ ` 6. WORK WITHIN THE 25 FT STREAM BUFFER WILL BE SEQUENCED TO w MINIMIZE THE EXPOSURE OF DISTURBED AREAS. o N
°e \ ,,~FE 28,x'2.0 .r- \ - ~ ~ .e, 7. ALL MATERIALS WILL BE ON SITE BEFORE ANY WORK BEGINS. ~
\ ~ ~ 8. EQUIPMENT WORK WILL BE DONE FROM THE TOP OF BANK WHENEVER
~ \ o , ~ POSSIBLE.
~ l ~ ~ ~ ~ 9. NO NON-NATIVE VEGETATION WILL BE PLANTED INSIDE THE 25' STREAM
\ \ ~ i e \ \ \ ~ e' \ ~ ` I ~ BUFFER.
\ \ f ~ 6. CLEAR ONLY THE MINIMAL NECESSARY WOODY VEGETATION WITHIN z
~ ~ 90 ~ ~ \ / \ \ J THE LIMITS OF DISTURBANCE A5 REQUIRED FOR EACH DAY'S WORK.
v,,~ \ r~9~ 1, ~ f, STUMPS GRUBBED ON SITE SHALL BE GROUND INTO MULCH FOR ~ ~ \ 2 I 1 1 ~ FUTURE USE OR REMOVED TO AN APPROVED DISPOSAL SITE. J
~ 7. GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHOULD BE w
~ v \ ~ ~ Na, PROVIDED WITHIN THE 25 FT RIPARIAN BUFFER ZONE AT THE END OF
/ ~ 9 ~ ~ EACH DAY'S WORK. ~
I~ 1 ~ 8. WATER PUMPED FROM THE WORK AREA SHOULD BE TREATED WITH A
~ ~ \ ~ FLOCCULANT BEFORE DISCHARGED INTO A GEO-TEXTILE DEWATERING ~ ~
.2 ~ \ ~ ~ ~ \II ~ BAG.
\ 89 \ - - ~ ~ ~ ~
~ ~ \ ~ ~ 18" RCP PROVIDE OUTLET ~ y ~
~ ~ RAIN ~\?EN °a, \ i \ ~ ~ \ ~ PROTECTION SEE DET.1/D4 U ~j ~ ~
\
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J ~ 2ago ~ ~ ~ ~ ~ ~ REVISION 01/12/11 ~ .c ~
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I'il'E SIZE (iN.) 3XDo (FT) La (FT) Wa (FT) D50(iN.) d (IN.) ~ ~j pp U Z
25 TROUT BUFFER ~ ~ _ o ~ ~ PROPOSED IMP T #2 0 rn m U
SEE R1PARfAN PLANTING ON DETAIL ~ ION~1,t12111 ~ / ~ \ R GARDE 0 5Q FT ~ 12" 3 6 7 3 6 ~ Z ~ o
~ \ ~ SHEET D3 ~ o \ US ~-40\ECUR D ` ~ 2895 ~ 18" 4.5 6 10.5 3 6 ~ w~ ~ U ~ \ ~
NO RIPARIAN PLANTINGS WILL OCCUR 12" P PR 1DE m `r
OUTSIDE THE PROPERTY BOUNDARY ` ~ \ , ~ UTL PROTECT~1QeN ,,f' `°e ~ \ ~ ~ REVISION a1~12n1 ~
~ EE DET. 4 2890. \ ~ ~ ~ W z
AREA TO REMAIN UNDISTURBED fA ~ o° PROTECTNE COVENANT ~
r,'% ` ~ CA SEE \ . . ~ ~ ~ O
'~R15D1CT10NAL WETLAND #1 ~~J ~ ~ ~ U ~ &741 FT~N01~1PAC ~ ~ • ~ > ~ } ~
\ ~ #840.02 f ~ R .
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s'~ ~ 8~ \ s '~6,P PROVIDE / . . e~ C N T P TECT ON ''"r 1 1 U ~ to 50~TN~~ 'f1` / ~ j METAL PIPE NCDOT PIPE w
~ . ~ E T. 214
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~ G ~ „ \ ~ 0 f ~ ,i' 25'TROUT BUFFER ~ ~ J /`1~ ~ ~ SEE RIPARIAN PLANTING ON DETAIL ~
~ ~ \ ~ ~ ~ , \ f r'r , p~~ ~ SHEET D3
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ti / ~ ~ ~ AREA TO REMAIN UNDISTURBED VIA o z
4 ~ d, ''r ~ G~'~ ~ ~ PROTECTOE COVENANT ~ ~ i
~ ~ INE ~ o ~
CATCH BASI / ~ o ~z w
~h =2990.54' \ / TRAP SCHEDULE Q
1 ~ IN 986.56' 1 dJ OUT-2986.49' \ ~ ~ TRAP N0. LENGTH WIDTH DEPTH WEIR ~ o o w
~ ~ ~ ~ ~z
PIPE INSTALLATION IN THE DRY 0. ~ / 1 ST-01 61' 30.5' 3' 4' REVISION 01112111 ~ DATE:
SEE DET.1/D1 & 4/D2 ~ e,% s° 5T-02 48' 24' 3' 4' 01/18/2011 U
EXISTING ~ Z PROPOSED IMPACT #1A 12" CMP - ~ - - PROPOSED IMPACT #1 z
145 OF 36 CMP MINIMUM OF 5 - _ - - / 145 LF 30" RCP SIZE ST-03 53' 26.5' 3' 4' p~ouECr NuM6ER: PER NCDOT TO BE FILLED ST-04 62' 31' 3' 4' 05052010_JOHN CATHEY w
SERPERATION PER NCDOT EXISTING 36 -.-.-€xl 615° cMp / USACE 404 SECURED D~AwN eY: ~J
USRCE 404 SECURED ~ PIPE INSTALLATION 1N THE DRY ST-05 42' 21' 3' 4' J.EDWARDS
G - ~ CATCH 6A5IN \ C/ , FL=2991.43' ~ CATCH BA N SEE DET.1/D1 & 4/D2 JUR51D1CTlONAL IMPACT APPROVED eY: ~
~Q'~/ OUT-2988.69' ~ / J.CHURCH
nnnnnGCn innnAr-r ~r innnAr-r -rvn~ innnorr Gi~~ I i
X/ #840.02 NCDOT BRICK JUNCTION BOX JUNCTION BOX ~ ~
v `l ~wo,IINLET SPEC. #a40.32 .32 #1 CULVERT PIPE STREAM 145 LF SCALE: C~l
S \ I~ RIM_2989.94' ENCROACHMENT PERMIT = IN-2976.09' 6" PVC) EXISTING BLOCK IN=2980.14 ENT PERMIT #2 WETLAND FILL 4320 SQ.FT. u)r\ 1.30 (H)
STRUCTURE OUT=2980.04 15" CAN NOT DETERMINE #1A STREAM CULVERT 145 LF
30 15 0 30 EO SHEET: W
C2
© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION I oz ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

EROSION CONTROL NOTES GENERAL NOTES W
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING 1. CONTRACTOR 15 TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
DEMOLITION. 2. ALL WORK 15 TO BE 1N ACCORDANCE WITH RLL STATE AND LOCAL REGULATIONS.
2. PROVIDE A TEMPORARY SPLASH PRD AT ALL FIRE HYDRANTS OR OTHER POINTS OF 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF
DISCHARGE DURING TESTING OF THE WATER D15TR1BUT1ON SYSTEM. CONSTRUCTION. 3. STABILIZATION MEASURES SHALL BE INITIATED A5 SOON RS PO551BLE IN PORTIONS OF THE 4. HYDRANT LOCATION SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL.
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT 5. EXISTING UT1L1TlE5 ON SITE SHALL BE RELOCATED RS REQUIRED. CONTRACTOR ~ ~ \ LEGEND ~
1N NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY 1N THAT PORTION OF THE SHALL PRY RLL CO5T5 ASSOCIATED WITH RELOCATION. °r/ ,s'y ~ ~ \ - - PROPERTY LINE
SITE HRS TEMPORARILY OR PERMANENTLY CEASED, UNLESS ACTNITY 1N THAT PORTION OF 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN
s'° THE SITE WILL RESUME WITHIN 21 DAYS. THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES WHICH WILL s'° 'r ~ '"~,d / ~ ~ / / r"" ~ ~ / ~ CURB AND GUTTER ~ O
4. RLL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN REQUIRE RELOCATION. ALL CO5T5 ASSOCIATED WITH RELOCATION SHALL BE r'' ~ `/f f`~ ~ / 0`` I / RETAlN1NG WALL J
CALENDA DAYS AND RFTE EVE Y STO EVENT G EATE T RN 0.5 NC E5 OF R R R RM R R H 1 H INCLUDED 1N THE BASE BID. ,1
PRECIPITATION DURING RNY 24-HOUR PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE ~ 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND / / MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS RT THEIR ~ ~ °r s' / ~ ~ ~ 1 SAFETY FENCE ~ (S~
/ r,, / 5. CONTRACTOR I5 RE5PON51BLE FOR MAINTAINING PROPER EROSION CONTROL MEASURES AT DISCRETION. ,r'° / / j f' / / l',,, ~ 'd 7 , ~ l NcDOr Row ~ ~
/ / RLL TIMES. / / ,r ' ~ '~~,r' ~ °rf ~ i ~ 1 t - - - -LANDSCAPE BUFFER O ~
6. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND RLL FINES LEVIED DUE TO NOT / / 1 w f,, ~ ~,r / ~ , ~ 'r'" ~ / ~ ~ REINFORCED CONCRETE PIPE (RCP) U >
MAINTAINING PROPER EROSION CONTROL MEASURES AT ALL T1ME5. ~ ,/r C
r°`r / HODS PI 7. TEMPORARY DIVERSIONS SHALL BE MAINTAINED BY THE CONTRACTOR DAILY. ~S. ND Y PE,R'~ANN~ R J-, / ~
~ ~ ~ ~ g15 ,r° ~ ~ ~ ~ TEMPORARY DNERSION w
~ ~ ~ ,s" ~ 2970 / ~ ~ ~ ~ LIMITS OF DISTURBANCE w
\ ,f ~
~ 20 \
l ~ ~ ~
~ L { ~ ~
~ ~ ~
~ ~ ~ 2915 ~ I I ~ . z
` ~ 920, 0 / ~ ~ J ~ ~ CHANNEL TO BE LINED WITH \ ~ 290 l , ~ ~ AMERICAN EXCELSIOR CURLEX 11 J
~ l t l~
/ / I / s~ l \ ~ ~
~ ~ ! ~
/ / / PERMANENT GRA55 ~
\ o~ ~ d 1 ~ r ,CHANNEL SEE DET. 3/D2 ~
~ / 1 f
/ f ~ / { ~
1 ~ ~ \ o ~ / / ~ ~ ~
~ \ ~ ~ ~ ~ ~ ~ I ~ z
\ \ TROUT BUFFER NOTES ~ ~ Q
~ ``a+ \ ~ ~ ~ 1. INSTALL PUMP AT UPSTREAM END OF WORK AREA AND PUMP IN DRY zo ~
?r COND1TlON5. PUMP AROUND AREA WILL BE LIMITED TO 1MMEDlATE ~ \ ~ \ \ ~ WORKING AREA 1N ORDER TO MINIMIZE IMPACTS TO
\ e,,,_, MARC0INVERTIBRATES.
~ ~
~~~ET~i~ \ 2. SEED AND MAT DISTURBED AREAS AT THE END OF EACH WORKING \ _ DAY AND BEFORE REMOVING PUMP AROUND FROM WORK AREAS. ~
~ , v ~v v v. / EVE ~ NT,~UI iNG ^ \ 3. ALL SIDE SLOPES SHALL BE GRADED AT 2:108 FLATTER. Z JIL~iN 2/ ~ ~ \ 2~g2 ~ ( ~ I ~ 4. EACH DAY OF CONSTRUCTION WILL BE A COMPLETED WORK. THE DAYS
\ ~ F SRI =~0 0 + DO ~ ~ I WORK WILL BE LIMITED TO WHAT CAN BE STABILIZED WITH MATTING
°e ,,~FE 28,x'2.0 .r- ~ AND VEGETATION AT THE END OF THE DRY. o \ ~~I\ ~ \ ~ 5. MATERIALS STAGING WILL BE LOCATED OUTSIDE THE 25 FT STREAM o
`°r \ \ \ ~ BUFFER.
~ \ o , ~ \ 6. WORK WITHIN THE 25 FT STREAM BUFFER WILL BE SEQUENCED TO
~ l \ MINIMIZE THE EXPOSURE OF DISTURBED AREAS.
`b. \ \ \ -SITE S MWRTE ETEN N SYSTE L V SYSTE L l ~ ` 7. ALL MATERIALS WILL BE ON SITE BEFORE ANY WORK BEGINS.
. \ \ j\ ~ ~ \ DETP+fiN"AND TREAT' HE Fl 5T 1 1 H C~ RAIN - ~H~ RAIN - V ~ ~ ~ 8. EQUIPMENT WORK WILL BE DONE FROM THE TOP OF BANK WHENEVER Z ~ POSSIBLE.
~ ~`o \ ~ ~ \ ` ' STORMW&YER'O~F L 28 \
v,s \ ~rp9~ 1, 1 C~ ~ 9. NO NON-NATNE VEGETATION WILL BE PLANTED INSIDE THE 25' STREAM ~ \ 11 1 V. ~ BUFFER. J
\ ~ ~ o \ ~Iiv11TS DIS~RBA ~ d° ~ 6. CLEAR ONLY THE MINIMAL NECESSARY WOODY VEGETATION WITHIN W
\ \ 2 ~ \ ~a, THE LIMITS OF DISTURBANCE A5 REQUIRED FOR EACH DAY'S WORK. QL
/ ' \ ~ STUMPS GRUBBED ON SITE SHALL BE GROUND INTO MULCH FOR ~
\ \ \ ~ I~ ~ FUTURE USE OR REMOVED TO AN APPROVED DISPOSAL SITE.
L1MI`FS,OF URBAN E (n 7. GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHOULD BE ~ ~
\ \ \ \I' ~ ~ PROVIDED WITHIN THE 25 FT RIPARIAN BUFFER ZONE AT THE END OF ~ ~
\ \ ago \ - - - _ , ti\ ~ ' ~ EACH DAY'S WORK. ~ 8. WATER PUMPED FROM THE WORK AREA SHOULD BE TREATED WITH A ~ ~ ao n
1 FLOCCULANT BEFORE DISCHARGED INTO A GEO-TEXTILE DEWATERING ~ y
\ \ \ \ ~ \ \ ~ ~ ~ BAG. U ~ ~
c a ~
~ \ ~ ~ , ~ w
~ ~ x 2ago ~ \
~ ~ \
DOUBLE ROW ~ ~ \ ~ ~o
SILT FENCE WITH \ \ \ STONE OUTLETS 28 ~ ai
PER 75 FT ~ ~o
l ~ ~ 7 TD IS TO BE RE-B - 2c4 ~ °e to b w ~t~ z
25 TROUT BUFFER ~ ~ 1L~0 REPAIR o ~ ~ PROPOSED IMP T #2 ~ m 0
SEE R1PARfAN PLANTING ON DETAIL 2 ~ ~ VEHICULA~A GES. / \ TE ORRRY DIVERSION ~ \ 0 50 FT ~ ~ TEMPORARY DNER510N z ~ o ~
SHEET D3 ~ o ~ cH 5 r. US x-404 SECUR D ` 2895 DITCH SEE DET. 2/D1 d`- c~ U \ ~ w
~ ~ NO RIPARIAN PLANTINGS WILL OCCUR \ m ~
OUTSIDE THE PROPERTY BOUNDARY ` \ \ , ~ 5 NCE °°e
\1 E DE . /D INL T ROTECTION I 1LT FENCE 2890 \ SEE DET. 5/D1 ~ z
AREA TO REMAIN UNDISTURBED VfA l ~ ~ ~ \ ~ ~ ~ ``4 PROTECTNE COVENANT ~
--e
2a 8 R15ER AND 6 OUTLET ~ a~ ' T1ON • ! ®'~R15D1CT10NAL WE'~'.AND #1 ~ ~~J ~ ~ ~ ~ ~ &741 FT~NO 1~IPAC~ ~ ~ • ~ U
SEE DET.4/D3 X ~ ~ NTRANCE DET D1 • ° ~ / R ~ ~ .
CONSTRUCTION ~ ~ ~ \ 2 q~h
ENTRANCE SEE DET. 3/D1 O ~ ; aa6, e'r 2aa ~4J ~
~ ~ ~ X15TING ~
ON-SITE STORMWATER DETENTION SYSTEM WILL ~ 2 C~ • • •
888 \ DETAIN AND TREAT THE F1R5T 1 INCH OF RR1N - ~ \ \ ~ ~ ~ ~ -I Ep,V~G'~EK~ ~ s/' ~ EXISTING 24" CORRUGATED
STORMWATER OUTFACE ~ ~ ~c4 • \ lS • ~ • U ~ to 50~TN~~ 'f1` / ~ j METAL PIPE NCDOT PIPE w
fi \ ~ t . ~ ~ . / ` ~ ~
o ~ ~ ~ ~ ~ ~
\ G ~ ~ ~ ~ 0 ~ f ~ ,i' 25'TROUT BUFFER ~ ~ J /`1~ ~ ~ SEE RIPARIAN PLANTING ON DETAIL ~
\ ~ ~ ~ , s, \ f r-`~/ r'r , p~~ ~ SHEET D3
0 ~
~ ti O ,o` ~ % ~ / / ~ ~ ~ AREA TO REMAIN UNDISTURBED VIA o z
r 1 - ,~/E ~ \ /iD T1L1 G~~ G ~ P ECTN COVE ~ ~ i
~ ~ . I INE - ~ o / ~ ~
~ CATCH BASI o zz w
~h =2990.54' \ / TRAP SCHEDULE Q ~ o
~ ~ IN 986.56' \ " ~ ~ 1 dJ OUT-2986.49' i TRAP N0. LENGTH WIDTH DEPTH WEIR ~ o ~ > W
~1 ~ /
0. PIPE INSTALLATION IN THE DRY ~ ~t / 5T-01 61' 30.5' 3' 4' ~ ~ _ ~ REVISION 01(12111 DATE:
SEE DET.1/D1 & 4/D2 s° ~ ST-02 48' 24' 3' 4' 01/18/2011 U
EXISTING ~ z . PROPOSED IMPACT #1A 12" CMP ~ ~ - ~ - - PROPOSED IMPACT #1 z
145 OF 36 CMP MINIMUM OF 5 ~ - _ _ - - / 145 LF 30" RCP SIZE ST-03 53' 26.5' 3' 4' p~ouECr NuM6ER: PER NCDOT TO BE FILLED ST-04 62' 31' 3' 4' 05052010_JOHN CATHEY w
SERPERATION PER NCDOT EXISTING 36 -.-.-€xl 615° cMp / USACE 404 SECURED D~AwN eY: ~J
USRCE 404 SECURED ~ G PIPE INSTALLATION 1N THE DRY 5T-05 42' 21' 3' 4' J.EDWARDS
G - ~ CATCH 6A5IN \ C/ , FL=2991.43' ~ / SEE DET.1/D1 & 4/D2 JURSIDICTIONAL IMPACT APPROVED eY: ~
~Q'~/ OUT-2988.69' ~ / \ - x15Ex AND 6"OUTLET PRCPC~FD IMPACT # IMPACT TYPF IMPACT ~17F J.CHURCH~
c~ n (0 _
\ I~ . SEE PET. 4/D3 #1 CULVERT PIPE STREAM 145 LF SCALE: C~l
v `l ~wo,IINLET
RIM 2989.94' S P _ o G V W IN-2976.09' 6" PVC #2 WETLAND FILL 4320 SQ.FT. u)r\ 1:30 (H)
l~ 'y EXISTING BLOCK IN=2980.14 #1A STREAM CULVERT 145 LF
STRUCTURE OUT=2980.04 15" CAN NOT DETERMINE
SEDIMENT AND EROSION CONTROL SHALL SHEET: W 30 15 0 30 60
SILT FENCE REFER TO RIPARIAN PLANTING PLAN IN BE INSTALLED PRIOR TO ANY DEMOLITION
SEE PET. 5/P1 DETAILS FOR SPECIFICATIONS. OF EXISTING STRUCTURES C3 W oz
© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPROPUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

w
1 T~M~O~A~Y DI1~~~5I0N 2 w
w
D1 D1
0
LAYER OF
BLACK PLASTIC LAYER OF SANDBAGS BLACK PLASTIC :OF ~ :PLASTIC J
STREAMBANK SANDBAGS _ _ 2' MIN
RIPRAP FLOW D1551PATOR ANNEL BED/WO K A E COMPACTED SOIL ~ w
/ 11i• .i is 'v.~T 1µ~v;~Y"~.:.La";'. QII MIN ~ Hr U
WATER SURFACE `
ELEVATION 1' ABOVE ~ , BASEFLOW
~ ~ / V/ V/ V/ V/ A \ \ \ \ \ \ V `Vf \ V/\ ~ 6' TYPICAL
, / /
a 0
e\\
GENERRLNOTES: ~
PLEASE REFER TO NCESCPDM
SECTION B-B' SECTION A-A' SECTION #6.20 FOR ADDITIONAL ~
DESIGN SPECIFICATIONS
REGARDING TEMPORARY DIVERSIONS. Z
NOTE:
J
WATER PUMPED FROM THE WORK AREA SHOULD DE
TREATED WITH A FLOCCULANT DEFORE DISCHARGED
INTO A GEO-TEXTILE DEWATERING DAG.
J
REVISION 01/12/11 B' U
Z ~
0
Z w O
o ~
SANDBAGS ~ ~ ~ ~ STREAM BANK w
_ ~ - T~M~O~A~Y G~A1~~L C0N5T~UCTI0N 3
w
D1 ° ~NT~ANC~ Z
GENERAL NOTES: z
FLOW DISSIPATION 1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. w
DEVICE 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED RS R BASE FOR THE CONSTRUCTION Q N
/ 1 ENTRANCE. ° o
CHANNEL BED/WORK AREA UPSTREAM POOL 3. THE ENTRANCE SHOULD BE MAINTAINED 1N A COND1TlON WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
~ ~ \ ` J / ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THE MRY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE A5 CONDITIONS WARRANT AND REPAIR OR CLERNOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
A 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
\ 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PR10R TO ENTERING A PUBLIC STREET.
1 I WHEN WASHING 15 REQUIRED, IT SHOULD BE DONE 1N AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO Z
~ J AN APPROVED SEDIMENT BR51N. 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRVEWAY TO ACCESS THE CONSTRUCTION SITE 1F THE DRIVEWAY I5
DOWNSTREAM POOL SUMP HOLE ON A THROUGHFARE. J
FLOW DIRECTION OR POOL 7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR RDD1TlONAL DESIGN 5PEC1FICATIONS REGARDING TEMPORARY w
(12" MIN. DEPTH, GRAVEL CONSTRUCTION ENTRANCES/EXITS.
2' MIN, DIAMETER) 50' MIN ~
6" MIN PUBLIC STREET
i o~ ,N EXISTINGGROUND, ~ .4 ~ ~
SOIL STABILIZATION FABRIC ~ m
~ .~a UNDER 2-3"COARSE AGGREGATE ~
~t ~ ~ ~ m
o c
PUMP 50' MIN
- - ~ ~w
B
DEWATERING z
DEVICE (DIRT/SEDIMENT BAG) ~ U
N ~ ~ 4 ai
1 m ~ eR 0. ~ ~
PLAN to .b ~ t~ z J- - ~ ~ N a~ U ~
rn ~ ~ o
EL ~
w U
~ m ~ ~ QL
TEMPORARY SEDIMENT w Z
TRAP DESIGN CR1TERlA 5 DORMANT LI1~~ STAKE ~ ~ o
DRAINAGE ~ U
AREA < 5 AC. WIRE FENCING STEEL POST D1 D1
ACRES WIRE FENCING ( ) 8 MAX FILTER FABRIC 0
MIN. LENGTH WOVEN FILTER FABRIC #5 WASHED STONE UNE BANKFULL ~
TO WIDTH 2:1 ~
RAT10 CR055 SECTION 5' 12' MIN OF NCDOT #5 MIN 30" MIN ~ ~ 4~ ' W
- w ~ ~0 MIN. OR #57 WASHED STONE - - - - - ~ ~ m ~ .
VOLUME 3600 cv ~ Q POOL
FT3/AC ;C' . 1.5' MIN ~ ~ ~ REQUIRED D15T ~ ' - - - -
3 8" MIN SURFACE 3600 FT/ACRE ~ BUDS (FACING UPWARD) z w
435 FTz/ 5' N AREA FT3/5
REQUIRED Oio ( ) MAX RIFFLE ~ ' • ~T~ti~ "~~,tib BASAL END CUT AT 45°,1/2" ~ ~
~ THALWEG .S~-y,~~t~ T01-112" IN DIAMETER O
j . ~ oR's o z
GENERAL NOTES: ~ r, 4" MIN 1.~ GENERAL NOTES: MAINTENANCE NOTES: PLEASE REFER TO NCESCPDM N11N w
SECTION #6.60 FOR ADDITIONAL 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALL` ~ ~ ~ ~ HE FINANCIALLY ~ ~ w ~
DESIGN 5PEC1FICATIONS REGARDING FILTER FABRIC MINIMUM OF 6 LINE W1RE5 WITH 12" STAY SPACING. RESPONSIBLE PARTY OR H15 AGENT IMMEDIATELY AFTER EACI :LY AFTER EACH / ° ~ z W
TEMPORARY SEDIMENT TRAPS. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE 15 TO REMAIN FOR A PERIOD RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALI ~NGED RAINFALL. POOL ~ I LOW-FLOW Q ~ ~
OF MORE THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. :LY. WATER SURFACE w z o w
PLAN VIEW 3. STEEL P05T5 SHALL BE 5'-0" 1N HEIGHT AND BE OF THE SELF-FASTENER ANGLE I GENERAL NOTES: ~ o
DESIGNED SETTLED 21° OVERFILL 6" FOR STEEL TYPE. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PR101 :FFECTNE PRIOR LNE STAKES 1. LIVE STAKES SHALL BE INSTALLED ALONG THE OUTER MEANDER BEND
TOP MIN SETTLEMENT 4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES TO THE END OF THE EXPECTED USABLE LIFE AND THE BARR1Ef JD THE BARRIER ~ \ WHERE INDICATED ON THE DRAWINGS AND DETAILS. ~nrE: BE REPLACED 2. LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARP 01/18/2011 U
WITH 12" STAY SPACING. STILL 15 NECESSARY, THE FABRIC SHALL BE REPLACE[ - ~-...~Ilt, ,~-~+~V~,~;~~ r~~~ 5. TURN SILT FENCE UP SLOPE AT ENDS. PROMPTLY. • TOOL. STAKE SHALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS, 2.5 w
~ 6. WIRE MESH SHALL BE M1N.13GAGE WITH MAXIMUM 12"OPENINGS. • \ TO 4 FEET IN LENGTH WITH A BASAL END 0.5 T01.51NCH IN DIAMETER. PR10R p~ouECr NuMeE~: 05052010_JOHN CRTHEY
el`~ VHEN DEPOSITS TO INSTALLATION BASAL END SHALL BE CUT AT A 45 DEGREE ANGLE RND
4 EMERGENCY BYPASS 7. WIRE AND WASHED STONE 15 REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSIT. 5' MAX FILL MIN ~ SLOPES GREATER THAN 10 FEET VERTICAL (2:15LOPE) REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMEN" - - _ - - - ~ 6 BELOW SETTLED DEPOSITS REMAINING 1N PLACE AFTER THE SILT FENCE I`. THE END SHALL BE CUT FLAT WITHOUT CRACKS. °~AwN eY: ANY SEDIMENT J.EDWARDS
~ TOP OF DAM 8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. SILT FENCE IS 3. LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE SOIL
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN 1N TABLE 6.62A NORTH REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING 2 TO 3.5 ~ r,,a~rn iNA F~~Si~N ANA SFOiMFNr r.~Nr~rn pi ANNiN~ ANO ~F~i~N MANi ~Ai GRADE. PREPARED AND SEEDED. 0 THE EXISTING LEAVING 4 TO 8 INCHES EXPOSED. STAKES SHALL BE PLACED 1N A RANDOM nPPROVE~ eY: r~TTExN ~T ~ KATE OF 1 LNE STAKE rEK 50U~KE Y~xD ALONG 6~NK5. J.CHURCH~
NATURAL 10. PO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS 4. LIVE STAKES SHALL 6E INSTALLED WHEN THEY ARE DORMANT, WHICH
GROUND OR OTHER AREAS OF CONCENTRATED FLOW. TYPICALLY OCCURS BETWEEN NOVEMDER 15 AND MARCH 15. SCALE: C~l
FILTER FABRIC 11. PLEASE REFER TO NCESCPPM SECTION #6.62 FOR ADDITIONAL DESIGN NT5 (H) ~
3 SPECIFICATIONS REGARDING SILT FENCES.
MIN
SHEET:
D1 w oz
© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

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STEP 1- SITE PREPARATION 1 _ 2 w SLANTING ~A~~ SOOT S~~DLINGS
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, FIGURE F /FIGURE E f
ROCKS, CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO . D2 f D2
INSTALLATION TO ENSURE BLANKET REMAINS 1N CONTACT WITH SLOPE. FIGURE B/ , FIGURE C ~ FIGURE E " ' ~ , FIGURE C
STEP 2 -SEEDING
~ " BLANKETS , SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS ~ ~ ~ " ' ~ U
OR TO FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS A5 ~ ° ~ ~ ~ ~ ~ ~ ~ "
NECESSARY. ~ ~ ~ ~ 7 ,
. ~ ~ " ~ , , • ~ INSERT BAR AND REMOVE BAR AND RE-INSERT BAR NEXT TO PUSH FORWARD TO PLACE SEEDLING AT PLANTING HOLE AND PULL AWAY J
STEP 3 -STAPLE SELECTION ~ " ~ ~ ~ ' " UPRIGHT POSITION. CORRECT DEPTH. FROM SEEDLING, FIRMING 501E AT ~ ~
RT R MINIMUM, 6" LONG BY 1 CROWN, 11 GAUGE STAPLES ARE TO BE > > " ~ ~ FIGURE F ~ ~ ' BLANKET " ~ ~ ~ , ' BOTTOM OF ROOTS. w w
USED TO SECURE THE BLANKET TO THE GROUND SURFACE. ~ ~ 2" ~ . , INSTALLATION 1N ROCKY, SANDY OR OTHER L005E SOIL MAY REQUIRE ~ ~ ~ " ~ GROUND
'~'.6LANKiT.fi LONGER STAPLES. ~ > > - ~ ~ • • SURFACE ~ ~
~ , W
STEP 4 EXCAVATE ANCHOR TRENCH AND SECURE BLANKET ~ 1 " " " " ~ ~ , , , ~ . ~ ' ;k U W
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES ~ . • ~ ~ ~ ~ . ~ FIGURE B/
RND THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE ~ • • ~ ~ ~ " " " ~ • ~ • • ~ ~ ' ' , ' • FIGURE E . . W
EDGES OF THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH ° • ~ • ' ' ~ ' _ ' ` ~:~1GURE D ~ • . PUSH BAR TOWARD FILL 1N HOLE BY FIRM 501E AROUND TEST PLANTING BY ~
RND WIDTH OF THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE • " • ' ' ' ~ " ~ ~ • ~ BLANKET ALONG BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, ~ ~ ~ ~ ~ ~ BLANKET 3 . PLANT FIRMING SOIL STAMPING WITH HEEL. SEEDLING WITH FEET. PULLING LIGHTLY ON ~
OVERLAP BLANKET TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF ~ • • • ' ~'BLRNK~T•.2=•~~:'•` . AT TOP OF ROOTS. SEEDLING.
• : STAPLES (SHOWN 1N FIGURES A, H, E RND F). ~ . . GROUND ~ ...~.ti.~ ~ ,
. SURFACE ,
STEP 5 -SECURE BODY OF BLANKET ' . • . ~ ' ~ ; * ~ ~ ~ ~ FIGURE 1 • ~ , ~
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF ~ ~ ~ ~ PLANT
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D RND 1. LEAVE ~ V ' ' kSLOPE INSTALLATION -APPROXIMATELY 200 STAPLES PER ROLL 8' k ( OLL (8' SEEDLINGS Z . ~ . ~ ~ UPRIGHT. ~
END OF BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN 1N FIGURE ~ ~ BED 1NSTRLLRTION -APPROXIMATELY 300 STAPLES PER OR 4' WIDTH) REQUIRED -WIDE BLANKET SHOWN B. PLACE DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET ROLL (8' OR 4' WIDTH) REQUIRED -WIDE BLANKET SHOWN FIGURE E
TO FORM SHINGLE PATTERN. STAPLE SEAM A5 SHOWN 1N FIGURE E. ' ~ MAKE HOLE DEEP ~ ~ GENERAL NOTES: 1. REFER TO NCESCPDM SECTION J
SECURE DOWNSTREAM BLANKET WITH STAPLING PATTERN SHOWN 1N ~ ~ ~ ~ - ~ NSTALLAT N RIGHT WRONG ACCOMMODATE RIGHT WRONG #6.13 FOR ADDITIONAL ~
8° 4~~ F U E H- 5L E NSTALLAT N FIGURE D AND I. STAPLING PATTERN SHOWN 1N FIGURE D RND 1 ALL ROOTS INFORMATION REGARDING
REFLECTS MINIMUM STAPLES TO BE USED. MORE STAPLES MRY BE ,r ~ WITHOUT ~ ,r ~ PLANTING BARE-ROOT SEEDLINGS. ~
REQUIRED TO ENSURE BLANKET IS SUFFICIENTLY SECURED TO RESIST 2" ~ 2" ~ 2" ~ 2" 2" ~ 2" l BENDING. ALWAYS PLANT
MOWERS AND FOOT TRAFFIC AND TO ENSURE BLANKET 15 1N CONTACT 1.5" 1N 501E -NEVER U
WITH SOIL SURFACE OVER THE ENTIRE AREA OF BLANKET. FURTHER, x x x 1"~2'~ 1~~ 8~~ CRITICAL POINTS REQUIRE ADDITIONAL STAPLES. CRITICAL POINTS RRE 15" . ~ ~ LEAVES OR ~ ' ~ DEBRlS.
IDENTIFIED 1N FIGURE G AND J. z O
x x x x 0
1"~1"~1"~1"~1" ~1" ~1"~`1" STEP 6-CONTINUE ALONG SLOPE -COMPLETE INSTALLATION Z
OVERLAP ADJACENT BLANKETS A5 SHOWN 1N FIGURE C AND REPEAT x x x x x w O
STEP 5. SECURE TOE OF SLOPE U51NG STAPLING PATTERN SHOWN 1N o ~
FIGURE E. SECURE EDGES OF 1NSTALLRTION BY STAPLING AT 1.0' x x x x E & 5C ~E12MANENT SEEDING SCHEDULE w
INTERVALS ALONG THE TERMINAL EDGE. 4" x x x x x * DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE R1PARlAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS ~
SEEDING MIXTURE w
FLOW 1" ~ 1" ~ 1" ~ 1" x x x x °
f~OW BLANKET 2 SPECIES RATE (LB/ACRE) z
1 3~~ x x x x 3' KENTUCKY BLUEGRASS 100 w
- BLANKET 1 BLANKET 2 TALL FESCUE 20 Q N
REDTOP 10 ° o
BLANKET 3 I I I=11 ~I I1-' X-DENOTES STAPLE _ _ ~ F U E E LAN 5ERICEA LESPEDEZA 5
=1 I ~I I I=~ ~ LOCATION KOREANLESPEDEZA 5
F U E LAN V EW E NSTALLAT N V EW -II III- - G ouND GROUND R
=11 I=1 I I~ SURFACE SURFACE REVISION 01112(11
8'~ 4~~ SEEDING NOTE 1. AFTER AUGUST 15. USE UNSCAR1FlED SERICEA LESPEDEZA SEED. z
~ U E - ~ LE V EW - ~ U E 55 5E T N 2. WHERE APPEARANCE 15 A CONSIDERATION, OMIT SERCIA LESPEDEZA AND INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE.
V EW 2~~ ~ 2~~ ~ 2~~ 2~~ 2~~ ~ 2~~ NURSE PLANTS J BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL FE5CU5, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE W
2.5" GRAIN. 1T MAY BE BENEFICIAL TO PLANT THE GRASSES 1N LATE SUMMER AND OVERSEED THE LESPEDEZA IN MARCH.
x x x 1~~~2~~x 1~~ CRITICAL POINT S~~ 6~~ 2.5.. SEEDING DATES ~
'OINT BEST POSSIBLE
C EST OF CREST OF x x x x CRITICAL POINT R 07 N
SLOPE SLOPE ~ ~ ~ x x x x x BELOW 2500 FT: AUG 15-5EP 1 JULY 25-5EP 15 0-
~ i , ~ TERMINAL END MAR 1-APR 1 MAR 1-MAY 10 ~ .
~ ~ 6 GROUND L ~ ~ m
~ 'X ` ~ia ~ TOE OF x x x x GROUND ~ SURFACE ID ABOVE 2500 FT: JULY 25-AUG 15 JULY 15-AUG 30 CE MAR 20 -APR 20 MAR 5-MAY 15 ~ ~ ~
LOPE SURFACE x x x x x
FIGURE y COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES. ~ ~w
1 ~ i~ X x X X 501E AMENDMENTS
~ U EJ- T AL NT APPLY LIME AND FERTILIZER ACCORDING TO 501E TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER. ~ q; ~ >
~ UE - T AL ~ U E~- ALE x x x x MULCH
5E U N - 5L E APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, D.
NT5 - E V EW NETTING, OR ROVING. NETTING 15 THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. c ~
NSTALLAT N NSTALLAT N to ~b ~ t~ z
S U E- LAN V EW - 5 L E MAINTENANCE a~ ~ ~ REFERTILIZE THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS ~ o
IMMEDIATELY. EY ~ U
NSTALLAT N N W a;
m ~ ~
E & 5C TEM~012A12Y SEEDING SCHEDULE ~ z
4 ~ o
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS ~
~2 LATE WINTER & EARLY SPRING (FEB 15-MAY 15)
SPECIES LESPEDEZA 0
RATE (LB/ACRE) ~
GENERAL NOTES: RYE GRAIN ~
1. REFER TO NCESCPDM SECTION AND 120 w
#6.30 FOR ADDITIONAL DESIGN KOREAN
SPECIFICRT10N5 REGARDING SUMMER (MAY 15-AUGUST 15) 50 w
GRASS LINED CHANNELS. SPECIES RATE (LB/ACRE) J
EXISTING TERRAIN 15'x10' 8oz. NON-WOVEN z w
GEOTEXTILE TERRATEX GERMAN MILLET 40 ~
FILTERBAG OR APPROVED STREAM BANK IK OR ~ ~
EQUAL TALL FESCUE 50 ~ w
FALL (AUGUST 15-DECEMBER 15) o Z
w I SPECIES RATE (LB/ACRE) ~ o
T ~ W U
TRAPEZOIDAL RYE GRAIN 120 _
FILTER FABRIC 8" #57 WASHED STONE Q w
X-SECTION AREA (R) = Bd + 2 d Zdz 15' TO 20' o w 501E AMENDMENTS ~ o
1 TOP WIDTH (T) = B + 2dZ FOLLOW RECOMMENDATIONS OF 501E TEST OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE ~ ~ _
FERTILIZER RATE T01000 LB/ACRE 1N THE FALL. DATE:
Z=d MULCH 01/18/2011 U
1' r NOTE: PROVIDE STABILIZED OUTLET TO STREAM BANK APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, z
PROJECT NUMBER: NETTING, OR A MULCH ANCHORING TOOL. A D15K WITH BLADES SET NEARLY STRAIGHT CAN BE USED A5 A MULCH ANCHORING TOOL. 05052010_JOHN CATHEY w
MAINTENANCE DRAWN 6Y: ~J REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRE55 WITH 50 J.EDWARDS
LB ECE BRUARY OR EARLY MARCH.IF IT I5 NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN APPROVED 6Y: J.CHURCH i~
i
SCALE: C~l
NT5 (H) ~
SHEET:
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© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

w
2 3 w ~~~MAN~NT ST~~AM C~055ING
3"-4" DOUBLE SHREDDED D3 D3 w
NOTE: USE INLET PROTECTION TO DISSIPATE HARDWOOD MULCH WiTH ENERGY AND REMOVE SEDIMENT (FOREBAY, APPROVED PLANTING SEE C U L1~~~T ~
STONE/VEG. FILTER STRIP, REINFORCED SWALE, CAROLINA STALITE ~ ~ 0
ETC. AGGREGATE LiST BELOW ROAD SURFACE U
1.5' CR055-SECTION 3.75'
ViEW • MIN OF.12" OR FOR D > 30" TAMP BACKFILL MATERIAL • ' • • •A MIN OF 3 D.
2 PERMEABLE FILTER FABRIC AT REGULAR INTERVALS . ' ' LTER FABRIC CULVERT ~
1 3'-4', DEPENDEM LiMNG ENTIRE BiORETENTION BIORETENTION BASE AND SIDEWALL FILL
UPON TARGETED CELL MATERIAL SHOULD BE ~ ~ ~ ~ ' ' ~ w
2-3.5' POLLUTANT 12 A F AA " COMPACTED, FINER 501E . ~ ~ >
PARTICLES D ~ '
1' -
PERMEABLE 4 TO 6" UNLINED, WASHED #57 TONE LEVEL OF I ~ ~ _ w
FILTER FABRIC SLOTTED PVC (USE AT ENVELOPE NATURAL STREAMBED - _ _ _ _ -
OVER ENVELOPE LEAST 2)
~ ~ ~ ~ EXISTING GROUND w ROCK FREE CULVERT BED A IE5 ~
RAIN GARDEN PLANTING LIST LATIN NAME COMMON NAME NC HABITAT SIZE/FORM (GRAVEL OR SOIL) (SEE NOTES)
ACER NEGUNDO BOX EIDER ACROSS NC SMALL TREE
ACER RUBRUM RED MAPLE ACROSS NC MEDIUM TREE ARONIA ARBUTIFOUA RED CHOKEBERRY ACROSS NC MEDIUM SHRUB GENERAL NOTES:
PLAN ViEW CERCIS CANADENSIS REDBUD ACROSS NC LARGE SHRUB 1. STREAM WORK AND LAND DISTURBANCE WITHIN THE 25' WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK ~ TROUT SPAWNING SEASON OF OCT.15 THROUGH APRIL 15.
CLETHRA ALNIFOUA SWEET PEPPERBUSH COASTAL PLAIN, PIEDMONT MEDIUM SHRUB CORNUS SERICEA SSP. STONOLONIFERA RED OSIER DOGWOOD PIEDMONT, MOUNTAINS MEDIUM-SMALL SHRUB 2. TO THE MAX EXTENT PRACTICABLE, CULVERT 48"D OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMBED. CULVERTS
GENERAL NOTES: CYRILLA RACEMIFLORA TI-TI COASTAL PLAIN LARGE SHRUB (SEMI-EVERGREEN) LE55 THAN 48"D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 207. THEIR SIZE TO ALLOW FOR AQUATIC LIFE z
1. REFER TO NCESC>'DM SECTION DIOSPYROS VIRGINIANA PERSIMMON PIEDMONT, MOUNTAINS SMALL-MEDIUM TREE #6.54 FOP ADDITIONAL DESIGN EUONYMUS AMERICANA STRAWBERRY BUSH ACROSS NC SMALL SHRUB PASSAGE.
FRAXINUS PENNSYLVANICA GREEN ASH PIEDMONT, COASTAL PLAIN MEDIUM TREE SPECiF1CAT10NS REGARDING ROCK HYPERICUM FRONDOSUM SL JOHN'S WORT PIEDMONT, COASTAL PLAIN GROUND COVER/HERBACEOUS 3. STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOIL IS DISTURBED. THESE ~
DOUGHNUT INLET PROTECTION. ILEX VOMITOftIA DWARF YAUPON COASTAL PLAIN SMALL SHRUB (EVERGREEN) CONTROLS SHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION. ~
JUNIPERUS NRGINIANA GREY OWL RED CEDER ACROSS NC SHRUB (EVERGREEN) 4. 1F ANY CONCRETE WILL BE USED, WORK MUST BE ACCOMPLISHED 50 THAT WET CONCRETE DOES NOT CONTACT STREAM WATER.
MAGNOIJA VIRGINIANA SWEETBAY (MAGNOIJA) COASTAL PLAIN SMALL TREE (EVERGREEN) MYRICA CERIFERA WAX MYRTLE ACROSS NC LARGE SHRUB (EVERGREEN) 5. WHEN POSSIBLE HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN 1N THE STREAM CHANNEL ~ 6. TEMPORARY OF HERBACEOUS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND ~
PINUS PALUSTRIS LONGLEAF PINE COASTAL PLAIN, PIEDMONT TALL TREE (EVERGREEN) DISTURBING ACT1V1T1E5 IN THE 25' TROUT BUFFER TO PROVIDE LONG-TERM EROSION CONTROL. 1T 15 ENCOURAGED TO USE
PINUM TAEDA LOBLOLLY PINE PIEDMONT, COASTAL PLAIN MEDIUM TREE (EVERGREEN) OUERCUS PAGODA CHERRYBARK OAK PIEDMONT, COASTAL PLAIN LARGE TREE NATURAL FIBER MATTING INSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALL ANIMALS. U
SAMBUCUS CANADENSIS AMERICAN ELDERBERRY ACROSS NC MEDIUM SHRUB 7. PLEASE SEE PUMP AROUND DETAIL AS REQUIRED.
SCUTTELLARIA INTEGRIFOLIA SCULL CAP ACROSS NC GROUND COVER
o ~
Z
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A AN SEE N 5 HE U LE A AN LANT N LAN
"FOR USE WITHIN 25' R1PARlAN BUFFER. SEE E&5C SEEDING SCHEDULE FOP NON$UFFEP SEEDING SPECS. BARE ROOTED WiLL BE SELECTED FRO THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE F BEES PER ACRE AT m E GENERAL NOTES: z
MATURITY. TO ACHIEVE THiS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681(8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INiTiALLY. SHRUBS SHOULD BE PLANTE[ 1OULD BE PLANTED A CHAMFER ALL EXPOSED CORNEAS 1". ~ 8" 8° OPTIIXJAL MANHOLE E USE CLASS "B" CONCRETE THAOUGHOIlT. Q
SEEDING MIXTURE AT A DENSITY SUFFICIENT TO PROVIDE 1200 SHRUBS PER ACRE. ~ N O Y B" ~ ~ USE W4 BAR DOWELS AT 12" CENTERS. Q Q 3 Z~
SPECIES 7. COMP05T110N WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA r Q ~ ~ N ~ ~ MORTAR JOINTS L~" Yg" THICK. N 0 C7 C)
SHRUBS N Z ~ = D - ~ CONCAVE TOO ALL EXPOSED JOINTS. WO ~ ~ = Z = O D n m X / ~ ~ ~ r X ~ ~ ~ USE FORMS TO CONSTRUCT THE BOTTOM SLAB. uJ Q z w = ~1 O ~ O - - I ~~7/ ~ ~ k - a= ~ m / 1 D JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OA 4" H U Q O (7 W
PANICUM VIRGATUM (SWITCHGRA55 10 COMMON NAME SCiENTiFiC NAME Z = ~ ° ~ I m w c ~ I ~ ~ ~ SOLID CONCRETE BLOCKS NAY BE UBED IN LIEU DF CLAY BRICK. F = ~ Z W Q
PANICUM CLANDESTINUM (DEEP TONGUE) 10 ~BUTTONBUSH CEPHALANTHUS OCCIDENTALIS JUNCUS EFFU5U5 (SOFT PUSH) 10 ~AMERiCAN WITCH HAZEL HAMAMELIS VIRGINIANA O H ~ ~ 4~ ~ u ° yV ~ ~ a FOR B'-0" IN HEIGHT OA LESS, USE B" WALL. OVER 6'-0" IN N H U_ O J Q O = ~ Z - - ~ / ~ - m a ~ _ HEIGHT, USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL ~ p N Q
CAPEX VULP1NOlDEA FOX SEDGE 10 STAG ALDER ALNUS SERRULATA ' ~ ~ y J a N° _ FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES z H y ~ ~ ~ ACCORDINGLY. ' ~
( ) CAROLINA WILLOW SALIX CAROLiNiANA SORGHASTRUM NUTANS (1NDlAN GRA55) 10 ELDERBERRY SAMBUCUS CANADENSiS X1"1 V ~ - - - ~ IF REINFDACED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, a ~ p Z O 8•~ ~ 3„ ~ ADD TO BASE AS SHOWN ON STANDARD N0. 640.00. " ~
CHASMANTHIUM LATIFOLiUM (RIVER OATS) 10 ~REDCHOKEBERRY ARONIAARBUTIFOLIA" m Y ~ 3'~ ~ PROVIDE ALL JUNCFION BOXES OVER 3'-6" IN DEPTH WITH STEPS
ELYMUS HYSTPiX (BOTTLEBPUSH GRA55) 10 ~SiLKY DOGWOOD CORNUS AMOMUiN PLAN SEE STANDARD 840.54 M4 BRAS "A" 12" ON CENTERS IN ACCORDANCE WITH STD. N0.840.66. FOR MANHOLE COYER & FRAME SPACED 6° ADJUST THE STEEL, CONCRETE AND BRICK MASONRY DUANTITIES
VEPNONIA GIGANTEA (GIANT 1PONWEED) 5 ~SiLKY WILLOW SALIX SERiCEA C. TO C. OPTIONAL TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS SHORTENED ANOUND OPENING IN TOP SLAB, A1X)ITIONAL VMIABLE
PUBECKiA HiRTA (6LACK EYED SUSAN) 5 ~WINTERBERRY ILEX VERTiCiLLATA BRICK MAY BE USED TO HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.) ADJUST FRAME 8 COVER 6~~ TO SURFACE ELEVATION MAX. 1' omo MAX. DEPTH OF THIS STRUCTURE FADM TOP OF BOTTOM SLAB TO
EUPATOPIUM F15TULOSUM (JOE PYE WEED) 5 FLAME AZALEA RHODODENDRON ARBORESCENS PHUS TYPHINA (STAGHOPN SUMAC) 5 RHODODENDRON RHODODENDRONCATAWBIENSE D / TOP ELEVATION IS 12 FEET. H~
VEPBENA HASTATA (BLUE VEPVAIN) 5 TREES R1 HEADER ~ O0 ~ Z o . ° COURSES Q
PENSTEMON DIGITALIS TALL WHiTE BEAPD TONGUE 5 'BLACK WALNUT JUGLANS NIGRA ( ) 'BLACK WILLOW SALIX NiGRA r 1/y" ~ ~ ~ ~ ~ oo = ~ k4 BAA W ~ uJ 1~~ N OUTLET PIPE a Z m O W
~'BLACKGUM NY55A SYLVATiCA N =
N O N ~ o A m i 6" /E~ OAF 1 ~'1" J~ ~I Q Z Q~
APPLICATION: 'GREEN ASH FRAXiNUS PENNSYLVANICA FRED MAPLE ACER RUBRUM APPLY AT A RATE OF 15L65/ACRE. 'RIVER B1RCH BETULA NIGRA 2 ~ ` D INLET PIPE ~ p, ~ ~ B + 16" ~ ~ SECTION 8r'~ ~ N ~ ~ N
'SILVER MAPLE ACER SACCHARiNUM ~ o ~ v 6„ ~ ~ OUTLET ELEVATION C-C OR D-D DOWEL ° ~ a o ~ ~
501E AMENDMENTS: ~'SWEETGUM LIQUiDAMBAR STYRACiFLUA D n~ SECTION X-X ¢ Z a d° ~ '<r O O DIMENSIONS AND WANTITIES FOR BRICK JUNCTION BOXES D ° ~ L ~ ~ r ~ SEE STANDARD 840.54 CUBIC YARDS Z ' F 2 ~ CO
APPLY LiME AND FERTILIZER ACCORDING TO SOIL TE5T5 OR APPLY 4000 LBIACRE GROUND AGPICULTURAL LIMESTONE AND 1000 LBIACRE 5-10-10 FERTILIZER. 'SYCAMORE PLANTANUS CCCiDENTALIS ~ C7 FOR MANHOLE CDVER 6 FRAME DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB DEDUCTIONS FOA ONE Q 7 C ~ D 0 ~ PIPE SPAN WIDTH HEIGHT BARS DIMENSIONS CONC• BRICK MASONRY PIPE CU.YOS. F ~ ~ Ip L (p `J-
'EASTERN HEMLOCK TSUGA CANADENSIS ~ Z Z ~ ADJUSTNFRAME &SCOVER TOP & MIN. WALL PEA fn ~ ~ O ~ L. ~ = N D A B H N0. LENGTH E F BOTTOM HEIGHT FT. HT. C.S. R.C. V = N ~ m O W Z 8„ TO SURFACE ELEVATION MAX. 1' CU. YD. CU. YD CU. YD. ~ H N T a
MAINTENANCE: FI1 X O 1i¢" X 8" EXP. JOINT 12" 2'-0" 2'-0" 2'-3" 12 3'-1" 3'-4" 3'-4" 0.412 0.591 0.263 0.020 0.032 J m O w
PEFEPTILiZE THE SECOND YEAP UNLESS GPOWTH i5 FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. ~ ° o / 15" 2'-O" 2'-0" 2'-6" 12 3' 1" 9'-4" 3'-4" 0.412 0.657 0.263 0.031 0.047
y ~ ~ ~ 9„ 18" 2'-4" 2'-4" 2'-9" 14 3'-5" 3'-8" 3'-8" 0.498 0.614 0.29fi D.044 0.065 W 24" 3'-0" 3'-0" 3'-3" 16 4' 1" 4'-4" 4'-4" 0.895 1.178 0.362 0.078 0.113 '1''
C: Q1 8" ~ x 30" 3' 4" 3' 4" 3' 9" 16 4' 5" 4'-8" 4'-8" 0.807 1.481 0.395 0.122 0.170 Q} r
36" 4'-0" 4'-0" 4'-3" 20 5'-1" 5'-4" 5'-4" 1.053 1.959 0.461 0.176 0.238 ~ ~ Q 8 42" 4' 8" 4'-8" 4'-9" 22 5' 9" 6'-0" 6'-0" 1.333 2.503 D.527 D.240 0.323 ~ n p;
~ . i 48" 5'-4" 5'-4" 5'-3" 26 B'-5" 6'-8" 6'-8" 1.646 2.940 0.560 0.313 0.422 ~ tD CO
6" 3" DOWEL 54" 5'-10" 5'-10" 5'-9" 28 6'-11" T-2" T-2" 1.9D2 3.502 0.609 0.396 0.535 60" 6'-6" 6'-6" 6'-3" 30 7' 7" 7'-10" 7'-10" 2.272 4.113 0.658 0.489 0.660
SHEET 1 OF 1 SECTION Y-Y SHEET 1 OF 1 I~ b ~ C~.~ SAO.^w 66" T-1" T-1" 6'-9" 32 8'-2" 8'-5" 8'-5" 2.624 4.778 0.708 0.591 0.798 SAO.^w ~ Q)
Y 3L 'F 3L ~ ~ ~ O O
'SHRUBS SUITABLE FOR PLANTING UNDER POWERLiNES '"TREES ~
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CHECK DAM ~ o
~ GENERAL NOTES: Z III FRAME GRATE AND HOOD O ~ BACK OF CURB SEE ST0.N0. 840.03 USE CLASS "B" CONCRETE THfl0UGH0UT. ~ } o° GENERAL NOTES: D~ ~ U
G , x PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" F Z `3p" ON CENTER. USE STEPS WHICH CONPLY WITH STD. DRAWING 840.66. Q F 3 Q a ~ 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
~ H ~ ~ O TOP ELEVATIDN OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR M4 BAR DOWELS AT M O ~ O ~ ~ o::, o , v ~ : , a 0 12' CENTERS A8 DIRECTED BY THE ENGINEER. Iy J ~..i 2. CHECK DAMS MAY BE USED 1N SLOPING DITCHES OR CHANNELS 0
N Z ~ = D Y o ~ o - ~ ~ ~o ~ _ Y ~ _ USE FOFMS Fqi THE CONSTRUCTION OF rHE BOTTOM SLAB. O O ~ 2 A LL ~ a°'-' z TO SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS. ~ ° ¢ ° _ ~ 12" OF NCDOT #5 OR #57
= O D C") m ~.'o ~a~ IF REINFORCED CONCRETE PIPE IS SET IN 80TTOM SLAB OF BOX, A00 TO SLAB W Q Z W T~ Z ~ m m a . a AS SHOWN ON SrD. N0. 840.00. Q U ~ O. wQaw= 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE ~ WASHED STONE ~
Z 2 ~ O ~ ~ 6" B ~ 6" = USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. F = F Z v a. ~x~z~ TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION A5 ~ 1.5' ~ w °~w°~ DOWNSTREAM DAM (SEE DIAGRAM BELOW).
~ O Hri ~ o' ~ 'a FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTp.I SLAB. OVEfl N ~ LL O CO= ~ Z 0 8'-0" TO 16'-0° IN HEIGHT USE 8" WALLS ANO BOTTOM SLAB. ADJUST ~ O ~ ' ~ D D ~ " ~ '0 ~ ,0_,. ~ v ~ QUANTITIES ACCORDINGLY. O O ~°~Q 4. PLEASE REFER TO NCESCPDM SECTION #6.83 FOR ADDITIONAL z 2
TOP OF RISER ~ ~ V m . 'a ~r.w o ..p ° CONSTRUCT WITH PIPE CROWNS MATCHING. ~ H N o DESIGN SPECIF1CATlONS REGARDING CHECK DAMS. 1 ~ . ~ FLOW W
TOP OF BERM OZ Q P~ X ~ S" SEE NOTE CHANFEfl ALL EXPOSED CORNERS 1". ~ W D 0 2' MAX
~ SECTION X-X DRAWING NOT TD SCALE. I~ O TOP ELEVATION - m m in ~ AT CENTER CLA55 B RIPRAP z W
PUC RISER TOP ELEVATION - - - - - - - - - FRAME GRATE AND HOOD SEE STD. NO. 840.03 STEPS -STD. N0. 840.66 STEPS -STD. N0. 840.66
A r: 6~~~0 v'. ~8 TOP ELEVATIDN - - ~ MAXIMUM SPACING ~ 4' TO 6' ~ ~ FILTER CLOTH ~ O
Ftl ° ' x o m CC w LL Z A- B - CR055 SECTION VIEW ° z
Z 6 ~ ~ - ~ m O O i o p. A w Z t- ~ ; I 8" , , v...." B ~ p,- E ~ ~--I ~ ~ ac
BOTTOM Z 'v~ C7 N PUC OUTLET ~ C> o ~ o o °:o ° v °':o ' ~ a: E-~I o Z Q w c~ N ~ ~ ~
ro~_ ~ °p 6., ~ G 6,. 3ma m N SECTION Y-Y B" ~ c B" Q ~ 3 m ~ EXISTING GROUND ~ w ~ x ~ IZ 11 I
x RI z o. o° D V , ~ = a A AND B ARE AT EQUAL ELEVATIONS ~ Q ~
~ O RISER HT. o~. 'p w. O ~ ~ ~ Z~ W w zv
D VARIES oo Q Q ~ Ul 6.. .o~.,a-.. .o~.,... I ~ 'v' ~ 7 ova 1.5'M1N ~
10'-0"x10'-0"x1'-6" ~ ~ ' ~ o T SECTION J-J ml ` n s ` Q W = F H ~ DATE:
3000 PSI CONC. BASE f~ FH ~ o v w~ SEE NOTE WHERE 30" TO 36" PIPE IS USED ~ SECTION M-M W W ~ W - 9" MIN 01/18/2011 ~
(RISER IMBEDDED ----------J N WHERE 42" ro 54" PIPE IS USED x ~ N 2 ~ N ~ - T
MIN. OF 9") 2' m N ~ WHERE 3D" TO 36" PIPE I8 USED N Z r RISER HT. PROJECT NUMBER: ~ - - - - - - 05052010_JOHN CATHEY w
CUT OFF TRENCH Z ~ vAfllES al_ a . _ ~ ~ o J o. J z z ~J uJ I DRAWN BY:
~ B" p'. A v . A J.EDWARDS
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o: 6"MIN. DEPTH a: RIPRAD ~ FILTER CLOTH APPROVED 6Y: J.CHURCH
6" EACH SIDE 6" EACH SIDE DETAIL SHOWING METHOD SHEET 1 11F 2 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF SHEET 1 Of 2 SCALE: l~l
840.02 840.0 840.02 FRONT VIEW NT5 (H)
SHEET:
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© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

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I GENERAL NOTES: U
~ 1. L =THE LENGTH OF THE RIPRAP APRON. ~ A
-~~'`~j I 2. d =1.5 TIMES THE MAXIMUM STONE DIAMETER 1 ~ i 'l BUT NOT LESS THAN 6" (1NCHE5).
i ~ 3. A FILTER BLANKET OR FILTER FABRIC SHOULD ~ ~
A ~ ~ ~ A BE 1NSTALLED BETWEEN THE RIPRAP AND SOIL I ~ ~ ~
~ ' FOUNDATION.
i ~ ~ I PIPE i ~ ~ W
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PROJECT NUMBER: 05052010_JOHN CRTHEY w
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APPROVED BY:
J.CHURCH~
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SCALE:
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© COPYRIGHT 2010 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A.15 PROHIBITED AND 15 A VIOLATION ' 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, FUNISHA13LE BY FINES UP TO $100,000 PER OFFENSE.

RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7261 DWQ -WET LAND S WAT E RS HE D P LANN = NG
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC 87,574.00 .00 .00 .00 87,574.00 .0
531512 SOCTAL SEC CONTR=B-R 6,700.00 .00 .00 .00 6,700.00 .0
531522 REG RETTRF CONTR=B-R 7,203.00 .00 .00 .00 7,203.00 .0
531562 MED TNS CONTR=B-RECD 8,314.00 .00 .00 .00 8,314.00 .0
531XXX PERSONAL SFRVTCFS 109,791.00 .00 .00 .00 109,791.00 .0
FXPFNDTTURFS 109,791.00 .00 .00 .00 109,791.00 .0
REVENUES -EST = MATE D AND ACT UAL
5388P1 WETLANDS WATERSHED D 109,791.00 .00 .00 .00 109,791.00 .0
REVENUES 109,791.00 .00 .00 .00 109,791.00 .0
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7262 DWQ -WET LAND S S TAT F/ T R= BAL E NV = RONMN T
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC 184,270.00 70,123.00 3,572.33 67,456.66 116,813.34 2,666.3
531222 SPA TTMF LTMTTFDSAL- 40,083.00 40,083.00 3,340.25 33,402.50 6,680.50 6,680.5
531462 EPA&SPA-LONGVTY PAY- .00 601.00 .00 601.00 601.00- .0
531512 SOCTAL SEC CONTR=B-R 17,166.00 8,431.00 491.54 7,413.53 9,752.47 1,017.4
531522 REG RETTRF CONTR=B-R 18,188.00 11,581.00 726.53 10,663.66 7,524.34 917.3
531562 MED TNS CONTR=B-RECD 25,437.00 12,365.00 821.60 12,324.00 13,113.00 41.0
531576 FLFXTBLF SPFNDTNG SA .00 178.00 18.64 168.82 168.82- 9.1
531XXX PERSONAL SFRVTCFS 285,144.00 143,362.00 8,970.89 132,030.17 153,113.83 11,331.8
532521 RENT/LEASE-MOTOR VEH .00 3,160.00 .00 .00 .00 3,160.0
532942 OTHER FMD FDUCATTONA 8,100.00 8,100.00 .00 .00 8,100.00 8,100.0
532XXX PURCHASED SFRVTCFS 8,100.00 11,260.00 .00 .00 8,100.00 11,260.0
534534 DC/PRTNTFR FQUTPMFNT 3,962.00 3,962.00 .00 .00 3,962.00 3,962.0
534XXX PROPERTY, PLANT & EQ 3,962.00 3,962.00 .00 .00 3,962.00 3,962.0
535640 TNDTRFCT (OVERHEAD) 29,656.00 14,516.00 .00 12,385.73 17,270.27 2,130.2
535XXX OTHER EXPENSES & ADJ 29,656.00 14,516.00 .00 12,385.73 17,270.27 2,130.2
TOTAL NON-SALARY TTF 41,718.00 29,738.00 .00 12,385.73 29,332.27 17,352.2
FXPFNDTTURFS 326,862.00 173,100.00 8,970.89 144,415.90 182,446.10 28,684.1
REVENUES -EST = MATE D AND ACT UAL
437117 REBATES .00 3,160.00 .00 3,159.82 3,159.82- .1
437300 TNDTRFCT(OVFRHD) COS 29,656.00 14,516.00 .00 12,385.73 17,270.27 2,130.2
5388P9 WETLANDS STATE/-ER=BA 297,206.00 155,424.00 1,727.14 120,721.06 176,484.94 34,702.9
REVENUES 326,862.00 173,100.00 1,727.14 136,266.61 190,595.39 36,833.3
APPROPRTATTON .00 .00 7,243.75 8,149.29 8,149.29- 8,149.2
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NC APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7264 DWQ -WET LAND S C OA S TAL P LA = N
- - - - - - - - B U D C E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
SPA- RE C S ALART F S- RE C
S OC = AL S E C C ON T R= B- R
RE :c RE T= RE C ON T R= B- R
ME :D T N S C ON T R= B- RE C D
F L E X T B I ,E: S P E N D= NC SA
PERSONAL S E RV T C F S
LABORATORY S E R ACRE :E:
M T S C -WAT E R = MP ROVMT
M = S C -ENV = RON T EST = NC
L O D C T NC - TN S TAT E
L O D C T NC - OU T S TAT E, _
MEALS - TN S TAT E
MEALS - OU T OF S TAT E , _
DOS-E, F R&D E L -MA = L= NC
PURCHASED S E RV T C F S
CE NE RAL OF F T C F S UD D L
C ARP E N T RY & HARDWARE
SAND, GRAVEL- C ONC RE T E
S C= E N T T F T C S UP P L T E S
S UP P L T E S
E QU T P- S C= E N T T F T C/ ME D
D C/ P R= N T E R E QU = PMF N T
D ROD E RT Y, P LAN T & E :Q
L T C F N S F S & D E RM = T CO
= N D = RE C T ( OVERHEAD )
S E RV T C F & O THE R AWAR
O T HE R E XP E N S E S & AD a
T O TAL NON -SALARY = T E
EXPEND = T URE S
.00 47,880.00 3,990.00 39,900.00 39,900.00- 7,980.0
.00 3,663.00 2 9 6. 9 1 2,988.26 2,988.26- 6 7 4. 7
.00 4,T90.00 4 1 9. 3 5 4,T93.50 4,T93.50- 3.5
.00 4,459.00 4 1 0. 8 0 4, 1 0 8. 0 0 4, 1 0 8. 0 0- 3 5 1. 0
.00 6 8. 0 0 8.32 6 4. 0 6 6 4. 0 6- 3.9
.00 60,260.00 5,T25.38 5T,253.82 5T,253.82- 9,006.T
T'500.00 .00 .00 .00 T'500.00 .0
.00 59,3T7.00 5,620.T4 T4,543.68 T4,543.68- 44,773.3
.00 1 6 0. 0 0 .00 1 6 0. 0 0 T60.00- .0
.00 7,500.00 .00 3,028.40 3,028.40- 4,471.6
.00 T'300.00 .00 2 0 3. 1 9 203.T9- T,096.8
.00 3,950.00 .00 2,50T.55 2,50T.55- 1,448.4
.00 9 0 0. 0 0 .00 1 4 2. 2 5 T42.25- 7 5 7. 7
.00 3 1. 0 0 .00 3 0. 4 4 3 0. 4 4- .5
T'500.00 73,T58.00 5,620.T4 20,609.5T 1 9, 1 0 9. 5 1- 52,548.4
5,000.00 1 8 9. 0 0 .00 .00 5,000.00 1 8 9. 0
.00 1 0, 0 0 0. 0 0 .00 6,275.22 6,275.22- 3,724.7
.00 4 7 6. 0 0 .00 .00 .00 4 7 6. 0
5,000.00 9,700.00 .00 7,363.97 2,363.97- 2,336.0
1 0, 0 0 0. 0 0 20,365.00 .00 1 3, 6 3 9. 1 9 3,639.T9- 6,725.8
.00 T'357.00 .00 T'357.00 T,357.00- .0
.00 T'385.00 .00 1, 3 0 1. 7 5 1, 3 0 1. 7 5- 83.2
.00 2,742.00 .00 2,658.75 2,658.75- 83.2
.00 1 5. 0 0 .00 5.00 5. 0 0- 10.0
3,77T.00 6,273.00 .00 4,704.21 933.2T- T,568.7
.00 1 3. 0 0 .00 1 2. 3 9 1 2. 3 9- .6
3,77T.00 6,30T.00 .00 4,721.60 9 5 0. 6 0- T,579.4
1 5, 2 7 1. 0 0 T02,566.00 5,620.T4 4T,629.05 26,358.05- 60,936.9
1 5, 2 7 1. 0 0 T62,826.00 1 0, 7 4 5. 5 2 92,882.87 7 7, 6 1 1. 8 7- 69,943.T
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7264 DWQ -WET LAND S C OA S TAL P LA = N
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS 3,771.00 6,273.00 .00 4,704.21 933.21- 1,568.7
5388V5 WETLANDS HYDROLOGTC 11,500.00 156,553.00 3,009.61 79,707.28 68,207.28- 76,845.7
REVENUES 15,271.00 162,826.00 3,009.61 84,411.49 69,140.49- 78,414.5
APPROPRTATTON .00 .00 7,735.91 8,471.38 8,471.38- 8,471.3
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7265 DWQ -WET LAND S CTS DATABA S E
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC .00 27,134.00 .00 27,133.75 27,133.75- .2
531512 SOCTAL SEC CONTR=B-R .00 2,076.00 .00 1,846.42 1,846.42- 229.5
531522 REG RETTRF CONTR=B-R .00 2,034.00 .00 2,851.80 2,851.80- 817.8
531562 MED TNS CONTR=B-RECD .00 2,081.00 .00 2,875.60 2,875.60- 794.6
531576 FLFXTBLF SPFNDTNG SA .00 392.00 .00 229.34 229.34- 162.6
531XXX PERSONAL SFRVTCFS .00 33,717.00 .00 34,936.91 34,936.91- 1,219.9
532930 RFGTSTRATTON FEES .00 1,515.00 .00 .00 .00 1,515.0
532XXX PURCHASED SFRVTCFS .00 1,515.00 .00 .00 .00 1,515.0
535640 TNDTRFCT (OVERHEAD) .00 3,555.00 .00 3,554.52 3,554.52- .4
535XXX OTHER EXPENSES & ADJ .00 3,555.00 .00 3,554.52 3,554.52- .4
TOTAL NON-SALARY TTF .00 5,070.00 .00 3,554.52 3,554.52- 1,515.4
FXPFNDTTURFS .00 38,787.00 .00 38,491.43 38,491.43- 295.5
REVENUES -EST = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS .00 3,555.00 .00 3,554.52 3,554.52- .4
5388V6 G=S DATABASE SCALE _ .00 35,232.00 410.80- 34,936.91 34,936.91- 295.0
REVENUES .00 38,787.00 410.80- 38,491.43 38,491.43- 295.5
APPROPRTATTON .00 .00 410.80 .00 .00 .0
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURC E S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR- GENERAL
T725 DWQ -W ET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7266 DWQ -WET LAND S F -IOW DATA
...... .. B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC 66,460.00 119,584.00 7,826.17 78,261.70 11,801.70 - 41,322.3
531222 SPA TTMF LTMTTFDSAL- 27,455.00 .00 .00 .00 27,455.00 .0
531412001 STRATGHT-TTMF OT - R .00 286.00 .00 70.31 70.31 - 215.6
531422 HOL=DAY PAY - RECETD .00 106.00 .00 .00 .00 106.0
531462 EPA&SPA-LONGVTY PAY- .00 1,785.00 .00 1,785.00 1,785.00 - .0
531512 SOCTAL SEC CON-ER=-R 7,188.00 8,785.00 541.55 5,554.29 1,633.71 3,230.7
531522 REG RETTRF CON-ER=-R 7,682.00 10,568.00 822.54 8,420.39 738.39 - 2,147.6
531562 MED TNS CONTR=B-RECD 8,315.00 10,726.00 821.60 8,216.00 99.00 2,510.0
531576 FLEX=IE: SPFNDTNG SA .00 165.00 12.75 130.68 130.68 - 34.3
531XXX PERSONAL SFRVTCFS 117,100.00 152,005.00 10,024.61 102,438.37 14,661.63 49,566.6
532199016 MTSC-LAND TMPROVMNT 5,000.00 5,000.00 .00 .00 5,000.00 5,000.0
532714 TRANSD-GRND - =N STA 1,500.00 .00 .00 .00 1,500.00 .0
532721 LODGTNG - =N STATE 1,500.00 1,500.00 .00 216.79 1,283.21 1,283.2
532722 LODGTNG-OUT STATE, _ .00 1,954.00 .00 1,953.77 1,953.77 - .2
532724 MEALS - =N STATE 1,500.00 186.00 .00 185.05 1,314.95 .9
532725 MEALS-OUT OF STATF,T .00 1,217.00 .00 1,216.05 1,216.05 - .9
532XXX PURCHASED SFRVTCFS 9,500.00 9,857.00 .00 3,571.66 5,928.34 6,285.3
533150 SFCURTTY & SAFETY SU .00 200.00 .00 199.36 199.36 - .6
533XXX SUPPLTES .00 200.00 .00 199.36 199.36 - .6
534523 EQUTP-SC=ENTTFTC/MED 3,000.00 1,141.00 .00 .00 3,000.00 1,141.0
534534 DC/PRTNTFR FQUTPMFNT .00 1,302.00 .00 1,301.75 1,301.75 - .2
534XXX PROPERTY, PLANT & EQ 3,000.00 2,443.00 .00 1,301.75 1,698.25 1,141.2
535640 TNDTRFCT (OVERHEAD) 9,141.00 15,900.00 .00 9,470.10 329.10 - 6,429.9
535XXX OTHER EXPENSES & ADJ 9,141.00 15,900.00 .00 9,470.10 329.10 - 6,429.9
TOTAL NON-SALARY TTF 21,641.00 28,400.00 .00 14,542.87 7,098.13 13,857.1
FXPFNDTTURFS 138,741.00 180,405.00 10,024.61 116,981.24 21,759.76 63,423.7
REVENUES -ES T = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS 9,141.00 15,900.00 .00 9,470.10 329.10 - 6,429.9
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7266 DWQ -WET LAND S F -IOW DATA
........ B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
5388V7 DATA MACROTNVFRTFBRA 129,600.00 164,505.00 2,640.60 98,308.13 31,291.87 66,196.8
REVENUES 138,741.00 180,405.00 2,640.60 107,778.23 30,962.77 72,626.7
APPROPRTATTON .00 .00 7,384.01 9,203.01 9,203.01- 9,203.0
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7267 DWQ -WET LAND S S TAF F T RA T N T NG
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC 52,862.00 35,241.00 .00 35,241.36 17,620.64 .3
531512 SOCTAL SEC CONTR=B-R 4,044.00 2,392.00 .00 2,046.88 1,997.12 345.1
531522 REG RETTRF CONTR=B-R 4,303.00 2,451.00 .00 3,703.92 599.08 1,252.9
531562 MED TNS CONTR=B-RECD 4,157.00 2,364.00 .00 3,697.20 459.80 1,333.2
531576 FLFXTBLF SPFNDTNG SA .00 454.00 .00 306.18 306.18- 147.8
531XXX PERSONAL SFRVTCFS 65,366.00 42,902.00 .00 44,995.54 20,370.46 2,093.5
532714 TRANSD-GRND - =N STA 2,000.00 1,500.00 .00 .00 2,000.00 1,500.0
532721 LODGTNG - =N STATE 2,000.00 2,000.00 .00 .00 2,000.00 2,000.0
532727 MTSC - =N STATE .00 500.00 .00 14.00 14.00- 486.0
532XXX PURCHASED SFRVTCFS 4,000.00 4,000.00 .00 14.00 3,986.00 3,986.0
533110 GENERAL OFFTCF SUPPL 700.00 600.00 .00 .00 700.00 600.0
533240 CARPENTRY & HARDWARE .00 100.00 .00 56.07 56.07- 43.9
533XXX SUPPL T ES 700.00 700.00 .00 56.07 643.93 643.9
535640 TNDTRFCT (OVERHEAD) 5,551.00 4,616.00 .00 4,616.62 934.38 .6
535XXX OTHER EXPENSES & ADJ 5,551.00 4,616.00 .00 4,616.62 934.38 .6
TOTAL NON-SALARY TTF 10,251.00 9,316.00 .00 4,686.69 5,564.31 4,629.3
FXPFNDTTURFS 75,617.00 52,218.00 .00 49,682.23 25,934.77 2,535.7
REVENUES -EST = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS 5,551.00 4,616.00 .00 4,616.62 934.38 .6
5388V8 WETLANDS STAFF TRA=N 70,066.00 47,602.00 .00 45,065.61 25,000.39 2,536.3
REVENUES 75,617.00 52,218.00 .00 49,682.23 25,934.77 2,535.7
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7268 DWQ -WET LAN D A S S E S S MN T ME T HO D T RA = N G
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
ADM = N S VC -TEMP AGE NC
M T S C -WAT E R = MP ROVMT
M T S C- T RA T N T NG
E NRG S E R - E L E C T R=CAL
RE DA = RS -MOTOR VE H = C L
RENT /LEASE - B L D T NG S/ O
WORKS HOP / C ONF - ROOM R
RENT /LEAS E O THE R D RO
T RAN S A= R- OU T S TAT E,
T RAN S D- GRN D - TN S -EA
L O D G T NG - TN S TAT E
L O D G T NG - OU T S TAT E, _
MEALS - TN S TAT E
MEALS - OU T OF S TAT E , _
B D / NON -EMPLOYE E T RAN
T F L F P HONE S E RV T C F
D R= N T, B= N D, D UP L =CAT E
RE G T S T RAT = ON F E E S
PURCHASED S E RV T C F S
GENERAL OF F T C F S UD D L
S E C URT T Y & S AF E T Y S U
JAN = T ORT AL S UP P L T E S
F OO D S UP P L T E S
5 3 3 XXX S UP P L T E S
5 3 4 5 2 3 E QU T P- S C= E N T T F T C/ ME D
5 3 4 XXX D ROD E RT Y, P LAN T & E :Q
TOTAL NON -SALARY = T E
EXPEND = T URE S
REVENUES -EST = MATE D AND ACT UAL
5 3 8 8 W 5 WET LAND S NC WAM T RA =
REVENUES
30,854.00 23,854.00 1 0, 6 9 8. 9 8- 8,478.64 22,375.36 T5,375.3
64,T20.00 49,T20.00 .00 .00 64,T20.00 49,T20.0
.00 22,000.00 .00 1 4, 8 5 1. 9 2 1 4, 8 5 1. 9 2- 7,T48.0
3,000.00 3,000.00 .00 .00 3,000.00 3,000.0
.00 5 0 0. 0 0 .00 4 8 5. 2 1 485.2T- 14.7
3,600.00 3,600.00 .00 .00 3,600.00 3,600.0
.00 2 0 0. 0 0 .00 1 5 0. 0 0 T50.00- 50.0
.00 1 0 0. 0 0 .00 7 5. 0 0 7 5. 0 0- 25.0
.00 2,000.00 .00 T,384.20 T,384.20- 6 1 5. 8
3T,422.00 22,522.00 .00 .00 3T,422.00 22,522.0
T7,000.00 T7,000.00 .00 4,83T.89 1 2, 1 6 8. 1 1 1 2, 1 6 8. 1
.00 T,000.00 .00 2 8 6. 8 9 2 8 6. 8 9- 7 1 3. 1
1 0, 0 0 0. 0 0 9,200.00 1 2 6. 9 0 3, 8 8 5. 1 0 6, 1 1 4. 9 0 5,3T4.9
.00 T,000.00 .00 3 0 0. 0 0 300.00- 7 0 0. 0
.00 T,000.00 7 4 9. 6 0 8 5 3. 6 0 853.60- 1 4 6. 4
6 1 2. 0 0 6 1 2. 0 0 .00 .00 6 1 2. 0 0 6 1 2. 0
.00 8 0 0. 0 0 6 3 5. 2 5 1, 1 0 9. 0 0 1, 1 0 9. 0 0- 3 0 9. 0
6 0 0. 0 0 6 0 0. 0 0 .00 3 6 5. 0 0 2 3 5. 0 0 2 3 5. 0
1 6 1, 2 0 8. 0 0 1 5 8, 1 0 8. 0 0 9,T87.23- 37,056.45 1 2 4, 1 5 1. 5 5 1 2 1, 0 5 1. 5
2,460.00 2,460.00 .00 1, 2 1 6. 2 8 T,243.72 T,243.7
.00 2,000.00 .00 .00 .00 2,000.0
.00 T,000.00 .00 .00 .00 T,000.0
.00 1 0 0. 0 0 .00 8 7. 3 4 8 7. 3 4- 12.6
2,460.00 5,560.00 .00 T,303.62 1, 1 5 6. 3 8 4,256.3
1 0, 0 0 0. 0 0 1 0, 0 0 0. 0 0 .00 .00 1 0, 0 0 0. 0 0 1 0, 0 0 0. 0
1 0, 0 0 0. 0 0 1 0, 0 0 0. 0 0 .00 .00 1 0, 0 0 0. 0 0 1 0, 0 0 0. 0
T73,668.00 T73,668.00 9,T87.23- 38,360.07 T35,307.93 T35,307.9
T73,668.00 T73,668.00 9,T87.23- 38,360.07 T35,307.93 T35,307.9
T73,668.00 T73,668.00 9,843.78- 36,848.32 1 3 6, 8 1 9. 6 8 1 3 6, 8 1 9. 6
T73,668.00 T73,668.00 9,843.78- 36,848.32 1 3 6, 8 1 9. 6 8 1 3 6, 8 1 9. 6
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7268 DWQ -WET LAN D A S S E S S MN T ME T HO D T RA = N G
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
APPROPRTATTON .00 .00 656.55 1,511.75 1,511.75- 1,511.7
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7269 DWQ - C G= A S E RV T C F AC C OUN T
........ B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
532170002 ADM=N SVC-TEMP AGENC .00 23,625.00 .00 23,626.51 23,626.51- 1.5
532721 LODGTNG - =N STATE .00 2,062.00 .00 2,061.42 2,061.42- .5
532724 MEALS - =N STATE .00 1,129.00 .00 1,128.92 1,128.92- .0
532XXX PURCHASED SFRVTCFS .00 26,816.00 .00 26,816.85 26,816.85- .8
533150 SFCURTTY & SAFETY SU .00 23.00 .00 23.00 23.00- .0
533410 FOOD SUPPLTES .00 40.00 .00 39.70 39.70- .3
533710 SC=ENTTFTC SUPPLTES .00 195.00 .00 194.56 194.56- .4
533720 FDUCATTONAL SUPPLTES .00 81.00 .00 80.73 80.73- .2
533XXX SUPPLTES .00 339.00 .00 337.99 337.99- 1.0
TOTAL NON-SALARY TTF .00 27,155.00 .00 27,154.84 27,154.84- .1
FXPFNDTTURFS .00 27,155.00 .00 27,154.84 27,154.84- .1
REVENUES - EST = MATE D AND ACT UAL
434160 PROFFSSTONAL SFRVTCF .00 27,155.00 .00 27,154.84 27,154.84- .1
REVENUES .00 27,155.00 .00 27,154.84 27,154.84- .1
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7270 DWQ -WET LAND S M I T T GAT = ON D E V
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC .00 19,381.00 3,876.25 11,628.75 11,628.75- 7,752.2
531512 SOCTAL SEC CONTR=B-R .00 1,483.00 277.98 833.95 833.95- 649.0
531522 REG RETTRF CONTR=B-R .00 2,037.00 407.40 1,222.20 1,222.20- 814.8
531562 MED TNS CONTR=B-RECD .00 2,016.00 410.80 1,232.40 1,232.40- 783.6
531576 FLFXTBLF SPFNDTNG SA .00 38.00 18.56 55.68 55.68- 17.6
531XXX PERSONAL SFRVTCFS .00 24,955.00 4,990.99 14,972.98 14,972.98- 9,982.0
532140 OTH TNFORMATTON TECH .00 1,413.00 .00 .00 .00 1,413.0
532210 ENRG SER -ELECTR=CAL .00 1,750.00 .00 .00 .00 1,750.0
532512 RENT/LEASE-BLDTNGS/O .00 4,000.00 .00 .00 .00 4,000.0
532521 RENT/LEASE-MOTOR VEH .00 1,500.00 .00 .00 .00 1,500.0
532714 TRANSD-GRND - =N STA .00 201.00 .00 .00 .00 201.0
532721 LODGTNG - =N STATE .00 559.00 .00 .00 .00 559.0
532811 TELEPHONE SERVTCF .00 450.00 .00 .00 .00 450.0
532814 CELLULAR PHONE SERV= .00 450.00 .00 .00 .00 450.0
532XXX PURCHASED SFRVTCFS .00 10,323.00 .00 .00 .00 10,323.0
533110 GENERAL OFFTCF SUPPL .00 1,250.00 .00 .00 .00 1,250.0
533310 GASOLTNF .00 1,425.00 .00 .00 .00 1,425.0
533710 SC=ENTTFTC SUPPLTES .00 1,250.00 .00 .00 .00 1,250.0
533XXX SUPPLTES .00 3,925.00 .00 .00 .00 3,925.0
535640 TNDTRFCT (OVERHEAD) .00 2,539.00 .00 1,015.58 1,015.58- 1,523.4
535XXX OTHER EXPENSES & ADJ .00 2,539.00 .00 1,015.58 1,015.58- 1,523.4
TOTAL NON-SALARY TTF .00 16,787.00 .00 1,015.58 1,015.58- 15,771.4
FXPFNDTTURFS .00 41,742.00 4,990.99 15,988.56 15,988.56- 25,753.4
REVENUES -EST = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS .00 2,539.00 .00 1,015.58 1,015.58- 1,523.4
5388W7 WETLANDS MTTTGATTON .00 39,203.00 918.59 10,392.79 10,392.79- 28,810.2
REVENUES .00 41,742.00 918.59 11,408.37 11,408.37- 30,333.6
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7270 DWQ -WET LAND S M I T T GAT = ON D E V
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
APPROPRTATTON .00 .00 4,072.40 4,580.19 4,580.19- 4,580.1
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7271 DWQ -FP4706435
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
532850 PR=NT,B=ND,DUPLTCATF .00 2,998.00 .00 2,997.55 2,997.55- .4
532XXX PURCHASED SFRVTCFS .00 2,998.00 .00 2,997.55 2,997.55- .4
533110 GENERAL OFFTCF SUPPL .00 250.00 .00 249.59 249.59- .4
533710 SC=ENTTFTC SUPPLTES .00 416.00 .00 415.14 415.14- .8
533720 FDUCATTONAL SUPPLTES .00 1,135.00 .00 1,136.23 1,136.23- 1.2
533XXX SUPPLTES .00 1,801.00 .00 1,800.96 1,800.96- .0
TOTAL NON-SALARY TTF .00 4,799.00 .00 4,798.51 4,798.51- .4
FXPFNDTTURFS .00 4,799.00 .00 4,798.51 4,798.51- .4
REVENUES -EST = MATE D AND ACT UAL
434160 PROFFSSTONAL SERVTCF .00 4,799.00 .00 4,798.51 4,798.51- .4
REVENUES .00 4,799.00 .00 4,798.51 4,798.51- .4
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7272 DWQ -NAT = ONAL WET LAND S C ON D T T T ONAL AS
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
SPA-REG SALARTES-RFC .00 91,149.00 3,931.75 39,317.50 39,317.50- 51,831.5
SOCTAL SEC CONTR=B-R .00 6,974.00 289.17 2,880.22 2,880.22- 4,093.7
REG RETTRF CONTR=B-R .00 9,581.00 413.23 4,132.30 4,132.30- 5,448.7
MED TNS CONTR=B-RECD .00 9,683.00 410.80 3,697.20 3,697.20- 5,985.8
FLFXTBLF SPFNDTNG SA .00 175.00 12.20 133.52 133.52- 41.4
PERSONAL SFRVTCFS .00 117,562.00 5,057.15 50,160.74 50,160.74- 67,401.2
MTSC-RESEARCH SERVTC .00 272,861.00 .00 .00 .00 272,861.0
RENT/LEASE-BLDTNGS/O .00 11,115.00 3,887.22 3,887.22 3,887.22- 7,227.7
RENT/LEASE-MOTOR VEH .00 2,000.00 .00 .00 .00 2,000.0
LODGTNG - =N STATE .00 3,220.00 .00 .00 .00 3,220.0
LODGTNG-OUT STATE, _ .00 1,000.00 .00 .00 .00 1,000.0
MEALS - =N STATE .00 1,075.00 .00 .00 .00 1,075.0
MEALS-OUT OF STATF,T .00 1,000.00 .00 .00 .00 1,000.0
PURCHASED SFRVTCFS .00 292,271.00 3,887.22 3,887.22 3,887.22- 288,383.7
GENERAL OFFTCF SUPPL .00 2,000.00 .00 92.94 92.94- 1,907.0
DATA EP=E:SSTNG SUPP .00 2,200.00 .00 .00 .00 2,200.0
GASOLTNF .00 1,000.00 .00 .00 .00 1,000.0
SC=ENTTFTC SUPPLTES .00 1,000.00 .00 .00 .00 1,000.0
SUPPLTES .00 6,200.00 .00 92.94 92.94- 6,107.0
EQUTP-SC=ENTTFTC/MED .00 42.00 .00 .00 .00 42.0
DC/PRTNTFR FQUTPMFNT .00 503.00 .00 502.53 502.53- .4
OTHER COMPUTER SOFTW .00 585.00 .00 585.00 585.00- .0
DC SOFTWARE .00 115.00 .00 .00 .00 115.0
PROPERTY, PLANT & EQ .00 1,245.00 .00 1,087.53 1,087.53- 157.4
TNDTRFCT (OVERHEAD) .00 11,941.00 .00 4,635.53 4,635.53- 7,305.4
OTHER EXPENSES & ADJ .00 11,941.00 .00 4,635.53 4,635.53- 7,305.4
TOTAL NON-SALARY TTF .00 311,657.00 3,887.22 9,703.22 9,703.22- 301,953.7
FXPFNDTTURFS .00 429,219.00 8,944.37 59,863.96 59,863.96- 369,355.0
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WET LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7272 DWQ -NAT = ONAL WET LAND S C ON D T T T ONAL AS
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
437300 TNDTRFCT(OVFRHD) COS .00 11,941.00 .00 4,635.53 4,635.53- 7,305.4
5388W8 NAT WETLANDS COND AS .00 417,278.00 925.86 46,694.86 46,694.86- 370,583.1
REVENUES .00 429,219.00 925.86 51,330.39 51,330.39- 377,888.6
APPROPRTATTON .00 .00 8,018.51 8,533.57 8,533.57- 8,533.5
RMD S= D 1 6 STATE: OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT = F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WE T LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7273 DWQ -40T C E RT = F =CAT = ON = MP OUN DME N T S
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT = F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT = F T E D AUTHOR= Z F
EXPEND = T URE S -BUDGE T AND ACT UAL
531212 SPA-REG SALARTES-RFC .00 33,488.00 8,371.84 16,743.68 16,743.68- 16,744.3
531512 SOC=AL SEC CONTR=B-R .00 2,562.00 553.55 1,107.10 1,107.10- 1,454.9
531522 REG RET=RF CONTR=B-R .00 3,520.00 879.89 1,759.78 1,759.78- 1,760.2
531562 MED =NS CONTR=B-RECD .00 3,241.00 821.60 821.60 821.60- 2,419.4
531576 FLFX=BLF SPFND=NG SA .00 45.00 44.25 88.50 88.50- 43.5
531XXX PERSONAL SFRV=CFS .00 42,856.00 10,671.13 20,520.66 20,520.66- 22,335.3
532210 ENRG SER -ELECTR=CAL .00 166.00 .00 .00 .00 166.0
532521 RENT/LEASE-MOTOR VEH .00 1,500.00 .00 .00 .00 1,500.0
532721 LODG=NG - =N STATE .00 1,140.00 .00 .00 .00 1,140.0
532724 MEALS - =N STATE .00 530.00 .00 .00 .00 530.0
532811 TELEPHONE SERV=CF .00 167.00 .00 .00 .00 167.0
532XXX PURCHASED SFRV=CFS .00 3,503.00 .00 .00 .00 3,503.0
533110 GENERAL OFF=CF SUPPL .00 83.00 .00 .00 .00 83.0
533310 GASOL=NF .00 1,200.00 .00 .00 .00 1,200.0
533710 SC=ENT=FTC SUPPLTES .00 250.00 .00 .00 .00 250.0
533XXX SUPPL T ES .00 1,533.00 .00 .00 .00 1,533.0
534523 EQU=P-SC=ENT=F=C/MED .00 3,100.00 .00 .00 .00 3,100.0
534713 DC SOFTWARE .00 115.00 .00 .00 .00 115.0
534XXX PROPERTY, PLANT & EQ .00 3,215.00 .00 .00 .00 3,215.0
535640 =ND=RFCT (OVERHEAD) .00 4,388.00 .00 1,096.71 1,096.71- 3,291.2
535XXX OTHER EXPENSES & ADJ .00 4,388.00 .00 1,096.71 1,096.71- 3,291.2
TOTAL NON-SALARY =TF .00 12,639.00 .00 1,096.71 1,096.71- 11,542.2
EXPEND=TURFS .00 55,495.00 10,671.13 21,617.37 21,617.37- 33,877.6
REVENUES -EST = MATE D AND ACT UAL
437300 =ND=RFCT(OVFRHD) COS .00 4,388.00 .00 1,096.71 1,096.71- 3,291.2
5388Y9 =MPOUNDMFNT GRANT .00 51,107.00 1,918.31 10,671.13 10,671.13- 40,435.8
REVENUES .00 55,495.00 1,918.31 11,767.84 11,767.84- 43,727.1
RMD S T D 1 6 S TAT E OF NOR- EH C ARO L= NA GENERAL L EDGE R S Y S T E M
=70T-3A C E RT T F T E D MON T H L Y B U D GE T REPORT - ORG -MA S K D16
160 D E P T OF E NV = RONMT & NA-EL RESOURCE S F 'OR THE: D E R= O D E N D= NG APR=I, 30, 2 0 1 1
1 4 3 0 0 D E NR-GENERAL
T725 DWQ -WE T LAND S D ROGRAM D E VE L OPMF N T D ETA = L REPORT
7273 DWQ -40T C E RT T F =CAT = ON = MP OUN DME N T S
- - - - - - - - B U D G E T E D - - - - - - - - - - - - - - - - - - A C T U A L - - - - - - - - - - - - - - - UNE XP E N D E D / UNREAL = Z E D
AC C OUN T D E S C R= D T T ON C E RT T F T E D AUTHOR= Z E D C URRE N T -MON T H YEAR- T O- DAT E C E RT T F T E D AUTHOR= Z F
REVENUES -EST = MATE D AND ACT UAL
APPROPRTATTON .00 .00 8,752.82 9,849.53 9,849.53- 9,849.5
A LW5%
r, 01A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist
Dee Freeman, Secretary
February 03, 2011
LETTER OF APPROVAL
Amelia Propeties, LLC
ATTN :- John Cathey
3300 Centennial Boulevard
Claremont, NC 28610
Amelia Properties, LLC
ATTN :- Amelia Cathey
1642 5th St. Dr. NW
Hickory, NC 28601
RE: Project Name: JOHN CATHEY SITE DEVELOPMENT
Project ID: ASHE-2011-006 Acres Approved: '5.00
County: Ashe, CRESENT LANE, WEST JEFFERSON
River Basin: New Stream Classification: Trout
Submitted By: Justin C Church, Blue Ridge Environmental Consultants, PA
Date Received by LQS: 1/19/2011
Plan Type: Revised
Dear Sir or Madam:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be
posted at the job site, This plan approval shall expire three (3) years following the date of approval,
if no land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file at
the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection
of existing natural resources and adjoining properties. If, following the commencement of this
project, the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation
Winston-Salem Regional Office
585 Waughtovrn Street, Winston-Salem, North Caro#ina 27107 Phone: [phone] Fax! [phone]
Letter of Approval
Project:- JOHN CATHEY SITE DEVELOPMENT
February 03, 2011
Page 2 of 2
Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may
require revisions to the plan and implementation of the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land-disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCG010000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if
there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this. project. Please notify us if you plan to have a
preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Matthew B, Poling, PE
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
cc:.Jdstin C Church, Blue Ridge Environmental Consultants, PA
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