20011340 Ver 1_COMPLETE FILE_20010907

Y?
Michael F. Easley, Governor
"' OF W A rFRo
`Q (r William G. Ross Jr., Secretary
, J ?. North Carolina Department of Environment and Natural Resources
__4 Gregory J. Thorpe, Ph.D.
Q ?C Acting Director
Division of Water Quality
Division of Water Quality
October 5, 2001
CERTIFIED MAIL: 7099 3400 0006 9313 6208 -
Return Receipt Requested
Ms. Amy McQueen
6901 Greenland Avenue
Julian, NC 27283
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
McQueen Driveway Culvert
DWQ Project # 01 1340
Guilford County
Dear Ms. McQueen:
You have our approval, in accordance with the attached conditions (WQC #3289) and the
conditions listed below, to discharge fill into 30 linear feet of an unnamed tributary to Big
Alamance Creek, Class WS-IV NSW Waters, Cape Fear River Basin for the purpose of
constructing one road crossing for a driveway access to a single family residence. The activity
must be conducted as indicated in your application and in the additional information received in
the WSRO on October 2, 2001.
This approval is only for the impacts listed above and for the activities that you described
in your application received by the Division of Water Quality on September 7, 2001 and in
additional correspondence received on October 2, 2001. We have determined that General
Water Quality Certification Number 3289 covers this fill activity. This Certification allows you
to use Nationwide Permit Number 14 when issued by the US Army Corps of Engineers. Please
keep in mind that there may be additional Federal, State and Local regulations applicable to your
project, such as the Sedimentation and Pollution Control Act, Non-Discharge and Water Supply
Watershed Regulations, whereby you may be required to obtain permits and/or approvals prior to
beginning your project. In addition, this approval will expire when the accompanying 404
Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purposes and designs that you described in your
application and subsequent correspondence. If you change your project, you must notify the
Division in writing and you may be required to submit a new application for a new Certification.
If the property is sold, the new owner must be given a copy of the Certifications and approval
letter and is thereby responsible for complying with all conditions.
AWA
NCDENR
Customer Service
1 800 858-0368
Division of Water Quality, /, Water Quality Section
585 Waughtown Street Winston-Salem, NC 27107
Phone: [phone] Fax: [phone] Internet http://wq.ehnr.state.nc.us
+, .
i
r(
McQueen Driveway Culvert 01 1340
Page 2
If total wetland fill for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 211.0506(h). For this approval to be
valid, you must follow the conditions listed in the attached Certification and the additional
conditions listed below:
1 • Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance
of the 404 Permit, whichever is later. A sample deed notification has been enclosed for
your convenience.
2. As-built plans and the attached Certificate of Completion (COC) must be submitted to the
Division upon final construction of the road crossings.
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
This letter completes the review of DWQ Project #01 1340 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you wish to review any of the Water
Quality Regulations mentioned here, you can download a copy through the 401/Wetlands Unit
web site at http://h20.enr.state. nc us/ncwetlands. If you have any questions, please contact Mrs.
Jennifer Frye at 336-771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3289 (6/1/00), COC, Sample Deed Notification
cc: Roger Weadon, Anderson & Associates, Inc., 7349-F W. Friendly Ave.; Greensboro, NC 27410
John T. Thomas, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files/ WSRO
w_; X
Oct 02 01 02:35p A&R Greensboro
ANDERSON
AND
e ASSOCIATES, Inc.
Engineers ? Surveyors ? Planners
3362997415 p.1
Greensboro ? Blacksburg ? Richmond
To: Jennifer Frye
Company: NC. DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10102/01
- -----*---- An Employee-Owned Company - * -
L
Oct 02 01 02:35p n&n Greensboro
3362997415
p.2
'V
O
Z
Z
Om

CD
O O ? O

ti
O A '

:zj O S
'o
/

rr)

b II
O
N
O?
O by
O
rv II
W
J v
V
11
r
11
v '
O

r

O? 0)
v 00
O
I I i? ?? O
i??} I??? i I O
? I? I I
?
cm O
Z
D -?
0
r
ANDERSON Engineers Blacksburg, VA DATE
Greensboro, NC SCAB
AND Surveyors Middletown, VA DESI(
ASSOCIATES, Inc. Planners ri Cities, TN CHEC
#?'Oc;n- 02 01 02:35p n&n Greensboro 3362997415 p.1
ANDERSON
A9A, AND
ASSOCIATES, Inc.
Engineers ? Surveyors ? Planners
Greensboro ? Blacksburg ? Richmond
To: Jennifer Frye
Company: NC DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10102/01
- ------ + ----- An Employee-Owned Company -+-
4 Oct-02 01 02:35p R&R Greensboro 3362997415 p.2

z co
O 0 0

NO

o 0 0 ? ? s
o

i A tz) P
C / p O
N O
n? O
"D
C)
0
z n
o
u
rn,
a

?, ? N II II
? oz II ? ? ,?
O O V
U
O ? f I!
U < n
0 -??J 00
II ?
+
O

rn v co
0 0 0
-V D
o?
z
z =-?
0M
?o
z
D?
0
r-
ANDERSON Engineers Blacksburg, VA DATE
Greensboro, NC SCAL
AND Surveyors Middletown, VA DESK
A9A, - ASSOCIATES, Inc. Planners ri cities' TvN CHEC
•0bt 02 01 02:35p A&A Greensboro 3362997415
All ANDERSON
A9A , AND
ASSOCIATES, Inc.
Engineers ? Surveyors ? Planners Greensboro ? Blacksburg ? Richmond
To: Jennifer Frye
Company: NC DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10102101
p.1
- ------ ?----- An Employee-Owned Company -+--
'Oct 02 01 02:35p R&R Greensboro 3362997415 p.2
z co
0 o i o

N

0 o s
r
r
n? z If
o
0

o z
0>? o
w u ri
v ";7 t
-c

0
all z / rn w P-1
p
all II v o °; u
rv Qci
+ < y
o
o
v

0
IIIiil 0
Llllllill? 0
lllli
-V D
0?
Z
--? (A
Z =1
Om
-'
rn O
Z
DX
0
r
ANDERSON En ineers Blocksburq, vA DATE
9 Gr"n tioro, NC SCAB
AND Surveyors Middletown, VA orsic
ASSOCIATES, Inc: Planners Tn Ctiea,' cc
Oct 02 01 02:35p R&R Greensboro 3362997415 p.1
ANDERSON
AND
ASSOCIATES, Inc.
A9A1
Engineers ? Surveyors ? Planners Greensboro ? Blacksburg ? Richmond
To: Jennifer Frye
Company: NC DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10/02101
_____?_____ An Employee-Owned Company -+-
.l
0&02 01 02:35p
R&n Greensboro 3362997415
z 00
0 o x O

+
U1
0 0 0 0 ? ? S
cn D

O Z r 1 b C O II ti

ti N II II
O _
D II R1p
C°n O) 1 V
+
rnZ
+ 0) \
k -4
o ?O
O
rn 0) 0)

a
lII1II? o
lIlIIII(I 0
IIIII
p.2
-0 D
0?
z
-? cn
z =;
O rn
°' z
DX
O
r-
ANDERSON Engineers Blocksburq, vA RATE
Greensboro NC SCAL
AND Surveyors Midd1stown. ; VA DESK
A9A
ASSOCIATES, Inca Plonners ri Cities, TN tHEC
Oct 02 01 02:35p non Greensboro 3362997415 p.1
ANDERSON
A9A1 AND
ASSOCIATES, Inc.
Engineers ? Surveyors ? Planners Greensboro ? Blacksburg ? Richmond
To: Jennifer Frye
Company: NC DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10/02/01
_____*____ An Employee-Owned Company -*----
Oct 02 01 02:35p n&n Greensboro 3362997415 p.2

z CD
0 0 ? o

N
Lp p

rn 4z)

c o) n
? o
rn? ? ? I o ti n
n
N I
} v /
G .? r
+ A
O p
O
f ? m
r----`"" I LJ r
rn

ti
rn
rn
0)
a? v 00
a
llllil o
ll(1li111I 0
1(I!I
-0 D
0?
z
?(A
z=i
OM
rnz
D?
O
r
ANDERSON Engineers Blacksburg, VA DATE
Greensboro. NC SCAL
AND Surveyors Middletown, VA DESK
ASSOCIATES, Inc. Planners ri cities' TN DCRAV
Oct 02 01 02:35p
eae1
R&A Greensboro
ANDERSON
AND
ASSOCIATES, Inc.
3362997415
Engineers ? Surveyors ? Planners Greensboro* Blacksburg ? Richmond
To: Jennifer Frye
Company: NC DWQ
Phone: [phone]
Fax: [phone]
From: Roger Weadon
Company: Anderson & Associates, Inc.
Phone: [phone]
Fax: [phone]
Date: 10/2/01
Pages including this
cover page: 2
Comments:
Revised Drawing of proposed pipe inverts for Amy McQueen driveway culvert.
As we discussed on-site 10/02/01
- ---- *----- An Employee-Owned Company --?--
p.1
Oct 02 01 02:35p n&n Greensboro 3362997415 p.2
M
rn
O
v 2
O
Co
O
x
c?
N

r
cn
O
D

/

t
r A O ? D ? ?
N
O
o ? ?, z rat
'
-c II
V
o rn r)
r
u r.,

?
N
cn
O
!v 11
ti
A II O
?
/ II
_
?
r
all
O)
J ? ?
V C
p V1

v

0
g

W
+
O
O
rn
nit
A?
0 0)
M v co
o
?illl O
Llllillfl11 o
11(II

D
0?
z
?(A
z =;
0m
rnz
ID
O
r
ANDERSON Engineers Blocksburq, VA
Greensboro, NC
AND Surveyors Middletown,: VA
. VA
ASSOCIATES, Inc., Planners Rri C ies'
JN, DATE
SCAL
DESK
c?c

Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence.. The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.

Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence.. The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.
N, C
3 f.Q,Z
W
Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence.. The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.
?f ? sI t? S.•?F.w z

Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence., The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.

Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence. The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.

Driveway Culvert for Big Alamance Tributary #2
Supplemental Narrative for DWQ# 011340
The proposed driveway culvert that crosses the stream will only serve one single-
family residence. The road crossing is designed so it will not be overtopped by
the two-year storm event and in addition the culvert is designed to create no-rise
to the FEMA regulated floodway elevation for the 100-year storm event. The
individual residential property will have its own septic system.

?'?) ic
401110 %?'
Division of Water Quality
October 5, 2001
CERTIFIED MAIL: 7099 3400 0006 9313 6208
Return Receipt Requested
Ms. Amy McQueen
6901 Greenland Avenue
Julian, NC 27283
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
McQueen Driveway Culvert
DWQ Project # 01 1340
Guilford County
Dear Ms. McQueen:
You have our approval, in accordance with the attached conditions (WQC #3289) andahe
conditions listed below, to discharge fill into 30 linear feet of an unnamed tributary to Big
Alamance Creek, Class WS-IV NSW Waters, Cape Fear River Basin for the purpose of
constructing one road crossing for a driveway access to a single family residence. The activity
must be conducted as indicated in your application and in the additional information received in
the WSRO on October 2, 2001.
This approval is only for the impacts listed above and for the activities that you described
in your application received by the Division of Water Quality on September 7, 2001 and in
additional correspondence received on October 2, 2001. We have determined that General
Water Quality Certification Number 3289 covers this fill activity. This Certification allows you
to use Nationwide Permit Number 14 when issued by the US Army Corps of Engineers. Please
keep in mind that there may be additional Federal, State and Local regulations applicable to your
project, such as the Sedimentation and Pollution Control Act, Non-Discharge and Water Supply
Watershed Regulations, whereby you may be required to obtain permits and/or approvals prior to
beginning your project. In addition, this approval will expire when the accompanying 404
Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purposes and designs that you described in your
application and subsequent correspondence. If you change your project, you must notify the
Division in writing and you may be required to submit a new application for a new Certification.
If the property is sold, the new owner must be given a copy of the Certifications and approval
letter and is thereby responsible for complying with all conditions.
ar..
McQueen Driveway Culvert 01 1340
Page 2
If total wetland fill for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 211.0506(h). For this approval to be
valid, you must follow the conditions listed in the attached Certification and the additional
conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance
of the 404 Permit, whichever is later. A sample deed notification has been enclosed for
your convenience.
2. As-built plans and the attached Certificate of Completion (COC) must be submitted to the
Division upon final construction of the road crossings.
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
This letter completes the review of DWQ Project #01 1340 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you wish to review any of the Water
Quality Regulations mentioned here, you can download a copy through the 401/Wetlands Unit
web site at http://h20.enr.state.nc.us/ncwetlands. If you have any questions, please contact Mrs.
Jennifer Frye at 336-771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality
Attachments: GC # 3289 (6/1/00), COC, Sample Deed Notification
cc: Roger Weadon, Anderson & Associates, Inc., 7349-F W. Friendly Ave., Greensboro, NC 27410
John T. Thomas, Raleigh Regulatory Field Office, USACE
Wetlands/401 Unit Central Office
Central Files/ WSRO
01 1340, McQueen Drive Culvert, Guilford County
Subject: 011340, McQueen Drive Culvert, Guilford County
Date: Fri, 05 Oct 200108:13:03 -0400
From: Jennifer Frye <[e-mail]>
Organization: NC DENR Water Quality
To: Cyndi Karoly <[e-mail]>
CC: Rob Ridings <[e-mail]>
401 issued. See attached.
This was the one that was sent to me for review - then I received a copy
of John's letter, putting it on hold for more info. The additional
info. was given to me in the field and 6 copies of that info (site
plans, etc.) is in the mail to your office. Staff report also
completed.
thanks,
Jen
Jennifer Serafin Frye
Division of Water Quality
NC Department of Environment and Natural Resources
Winston-Salem Regional Office
Winston-Salem, NC 27107
Voice: 336-771-4608 ext. 275 Fax: [phone]
Name: 011340mcqueendriveculvert.doc
2011340mcqueendriveculvert.doc Type: Microsoft Word Document (application/msword)
Encoding: base64
Download Status: Not downloaded with message
1 of 1 1015101 1:35 PM
?o?Oti vv r, r ?A4G
3 ? =1
4 ?
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
September 19, 2001
DWQ # 011340
Guilford County
Amy McQueen
6901 Greenland Ave
Julian, NC 27823
Dear Ms. McQueen:
On September 7, 2001 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill 30 feet of creek for the purpose of constructing a road crossing at tributary #2 of Big
Alamance Creek in Guilford County. Approval from DWQ is required to disturb this stream. Please provide 7
copies of the disclosed information and refer to the DWQ# listed above in your reply. In particular as described
in 15A NCAC 2B .0502, we will require you to provide a site plan which shows the road crossing as well as any
related development. Please show these on maps of suitable scale (for instance V = 100 feet) so we can
begin to determine your projects' compliance with 15A NCAC 2H .0500.
Please telephone John Dorney at 919-733-9646 if you have any questions or would require copies of
our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC
2H .0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you in writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
Sincerely,
-cc: Winston-Salem DWQ Regional Office -
Raleigh Corps of Engineers
Central Files
File Copy
Roger Weadon; Anderson & Associates;
iwicnaei r. casiey; governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
John Dorney
Water Quality Certification Program
7349-F West Friendly Ave, Greensboro, NC 27410
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone]
X
?: MEMIX
X
Customer Service
1 800 623-7748
A T
01 1340 0
Pre-Construction Notification (PCN) Application Form SEP 12MI
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USAGE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
llttp://wrw•w.saw.usace.armv.miI/wetlands/Perm app htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please ego to the
USACE website at http: !w-vv-w.saw.usace.armv.mil/xvctlands,h•CCtour Iitm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state. nc.u i11cwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page I of 12 f'
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project 1mokes a
designated Area of Environmental Concern, in which case DCM will act as the lead permittill" Li"enc\.
[n such cases, DCM will require a Coastal Area Management Act (LAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USAGE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw-.usace.army.nliI/wetlands;n,?N[IlinalFectRe,di?ft.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://l12o.ehnr.state.nc.usinc4vetlands/fees.htnil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules.
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only:
USACE Action ID No.
DWQ No. ®1 134n
Form Version April 2001
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 401
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Name: Amy McQueen
Mailing Address: 6901 Garl - a "- - Green10.nA Ave
Julian, NC 27283
Telephone Number: 336-273-1101 Fax Number:
E-mail Address: Amymcqueen(a,msn.com
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Roger Weadon / John Butler
Company Affiliation: Anderson & Associates, Inc.
Mailing Address: 7349-F West Friendly Ave.
Greensboro NC 27410
Telephone Number: 336-299-7184
E-mail Address:
Fax Number: 336-299-74
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings.
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion.
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 1 1 by 17-inch format:
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: McQueen Driveway Culvert
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ACL 4-227-356-28
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers, landmarks, etc.): Crossing tributary #2 of Big
Alamance Creek off of Ventwood Road. From US 421 exit at Company Mill Road then turn
onto Raven Road, which then intersects Ventwood Road.
5. Site coordinates, if available (UTM or Lat/Long): NA
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
RS-40 and AG
7. Property size (acres): 10.7 Acres
8. Nearest body of water (stream/river/sound/ocean/lake): Big alamance Tribuatary #2
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/,'11?o.enr.state.nc.us%adn?in; maps'.)
Page 4 of 12
10. Describe the purpose of the proposed work: Installation of two (2)66" GASP for
driveway access.
11. List the type of equipment to be used to construct the project: Bacl.hoe,
dump/delivery trucks, and front-end loader.
12. Describe the land use in the vicinity of this project: Residential and agricultural.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project.
list and describe permits issued for prior segments of the same T.I.P. project. along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: NA
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts NA
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to ?.
Nearest Stream V\ pe of w ctland-"*
(linear feet)

I

I

i
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616. or
online at http://Nvww.fctna.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond.
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: NA
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width Perennial or j
of Stream Intermittent?
Before Impact (please specify)
I Drainage/Pipe 30' -%--t S Perennial

I
I

I

* List each impact separately and identify temporary impacts. Impacts include. but are not limited to: culverts and associated rip-rap.
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after. and net loss/gain).
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed. plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name. list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usIS.Several internet sites also allow direct download and printing of USGS maps (e.g.. } t ,Lii? n, _,m
etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 30'
Page 6 of 12
3. Open Water Impacts, Including Lakes. Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. NA
Open Water Impact
Site Number

(indicate on map)
Tye of Im c,t*
p p'a Area of
Im act
p'
(acres) ! Type of Waterbod%
Name of Waterbody
(lake, pond. estuary, sound.
(if applicable)
bay, ocean, etc.)

I
List each impact separately and identity temporary impacts. Impacts include. but are not limited to: till. excavation, dred_ine.
flooding, drainage, bulkheads. etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also. the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond.
local stormwater requirement, etc.): NA
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed perpendicular driveway alimment will cause the minimal amount of disruption
possible. Temporary erosion control measures will be put in place to minimize impacts due to
sedimentation.
Page 7 of 12
V111. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of' impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9. 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.cnr.state. rlc.tis/ncw-etlands/strm idc.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box Indlcat(n- that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http: h2o.enr.state.nc.us/wrp;index.htni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine. delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )`?
Yes ? No ? If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
tone I extends out ,u teet perpendicular from near hank of channel: /.one 2 extends an
additional 20 feet from the edge of Lone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
NA
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
NA
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
X[V. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of' desired
construction dates to allow processing time for these permits. flowever, all applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
e^
.SA;t 9 /o /
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page I I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 ZIIIicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
J.' .•. y h , Il
_ o
46 V
3C ./j(!?/?? e ? C
O \ c
I-ZIF
Uo-
flA
1.
_ ? • 4'^? ?, -_ ? ),?1 / ? tom. - ` _ ..r _:•?^p t'.` 'i:. f ?? .
? ? ? _ •.• `nay ^? ~^? •?'` f`^'' J -'? ''? - ?.q,
'O T.. •t = ? Y e?i ? J ?r C
? ? ?.? - .. _ _ `-L ? . I? `- • fit! f
v o

-- WV__,4j1-7_IPAf
y ?
Q---

1 r • Pipe material should be ALUMINIZED STEEL with 3 x 1 helical corrugations and 16 o
Gau thickness for H2O and H25 live loud (See reference specifications: ASIM A ~ ' ge z
929 and AASHTO M274. ) ~ ~ ~
i W W 4. ~ = O
Follow nacommended installation practices for corrugated metal pipe as detailed in ~
AASHTO Standard SpeciPrcations for Highway Bridges, Section ?6, Division 11 ~4Ry r'
and r t' n I C ted St Pi Association uidelines. ' /o Na ro 0 orrugo eel pe g , OR
Pine Anchor Svstem: 0
Secure and anchor steel pipe with three steel straps (With one strap across each end 0 , 60' R O
~ ~ and one strap across the center). Strap material should hove a minimum working o Z
food limit or breakin stre th of 9000 lbs. 40.03 kN . 0 g n9 ( ) / ST 0 ~ qN ~ R
0 Lion 1: Stainless steel cable with o 5 16" Diameter 1x19 weave. ~ P 0 / 4. ? Z yql ~
Option 2 Alloy steel chain /grade 80 Trade srze = 1~~ F ~ ~ W ~ Ro a
~I~ / I Strop connection to ground anchor system should consist of a tumbuckle connected ~ ~ O ~ 'ELF
Wf / at each end of the strop and in turn the turnbuckle should be connected to the ground , , 12' 30 R ~ N R P ~ ~ Q ~ o
onchor with an eyenut or a comparable connection with o rated capacity of 9000 lbs. ~ c Q
(40.03 kN.). I ~ ~ ?o' ~ NQ N ~ ~ ~
In conjunction with cable Option 1, use a 1 "-18" eye and eye drop forged turnbuckle 2 ~ ~
with o minimum workin load limit of 9000 lbs. 40.03 kN.. I 9 ) 50 ~ o ~
1"-1 r fr m kl ~ I In con~unctron with cable Option 2, use a 8 how and w d op o ged to buc e / with o minimum working food limit of 9000 lbs. (40.03 kN. . A v
SITE ~ , zo
Ground onchor options: The ground onchor system should hove a minimum working
load/tensile strength of 9000 lbs. (40.03 kN.). ~ 2$
If bedrock material is resent round anchor should consist of a 1 "bolt that is E P 9 N / ~I o W
imbedded into rock with and secured with epoxy cement. R I~
r h / E If bedrock moter~al rs nQ,t present steel cable st ap s ou d be attached to the P _ R - ground .with an Auger type anchor screw. P ; TURN AROUND SECTION
VICINITY MAP
culvert: (NOT TO SCALE) (NOT TO SCALE)
Desi ned usin HECRAS. 1 ~ ~ 9 9
Designed for 2 year storm. 1
Does not increase 100 year f/oood elevation as designed. l
1 l U
TURN AROUND RIGHT OF WAY I ~ a z
PER PB 141, PG 85 0
1 n ~ w lip
1. THIS PROPERTY CURRENTLY OWNED BY AMY McQUEEN AND MATTHEW C. BARTLETT ~ 680 680 =
(D.B. 5162, PG. 1861). IT 1S CURRENTLY DESIGNATED BY THE GUILFORD COUNTY ~ ++(~Z
TAX MAPPING DEPARTMENT AS TAX MAP ACL 4-227-356, COT 28 PER FlNAL PLAT ~ *'Z~
ENTITLED AMY L. McQUEEN AND MATTHEW C. BARTCEIT, A.KA MICHAEL JOE REED AS ~ ~ 1 4~ GRAVEL DRNEIYAY CENNTERLINE EL£V. = 671.00 ~~jQ SXEW = 90'
RECORDED IN PLAT BOOK 141, PAGf 85. ~ i ?8X66 GSP p
2. THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS l:1Q000. ~ t Q
3. BEARINGS ARE BASED ON NCGS CONTROL MONUMENT VOL" NAD 83 COORDINATES: ~ ( SHOULDER IN FILL SECTION 670 670 (2:1 TYP., RIP-RAP REINFORCED)
N 243244.114 METERS AND E 548377.7?9 METERS AND NCGS CONTROL MONUMENT 7 2" C.~ ) TOP OF BANK
NAD 83 COORDINATES• N 243028. 4 AND E 548503.033. ~ ~ ) k _ _ _ ~V
\ ~ 4. ELEVATIONS SHOWN ARE BASED ON NCGS HORIZONTAL AND VERTICAL CONTROL 87s - - - - - _ , ~ J
MONUMENT "T 2 ` NGVO 29 ELEV. =754.70'. ~ ~ CL DRIVEWAY 18' r NORMAL WATER ELEVAAON= 665.1
\ ~ ~ \
5. TOPOGRAPHIC AND fXlSTING SITE FEATURES INFORMATION, INCLUDING CROSS \ ' ' 665
SECTIONS, ARE BASED UPON A FIELO SURVEI' BY ANDERSON AND ASSOCIATES, INC., 665 __ExisTitiG sTREaM`BZ~_.___ _
COMPLETED ON APRIL 11, 2001, IN ACCORDANCE WITH NORTH CAROLINA SURVEI7NG AND \ \ STEAM BED ELEVAIIAN=664.8 INV.=664.6
MAPPING STANDARDS, AND TJfO TO NORTH CAROLINA STATE PLANE COORDINATES AND ~ \ EDGE OF GRAVEL INV.=664.5
NCVD-29 AND NAD-83. EXISTING AND PROPOSED STRUCTURES SHOWN ON THE _ \ l ~ i MAPPING ARE TIED TO THE SAMf COORDINATES AND DATUMS ~ ~
1 SHOULDER 1
~ ,
~ ~ AdrA SITE CONROL POINT N0. 112 112 660 150 LT 100 50 f50 LT 50 O 100 150 RT 660
~ ~ ~ ~ I EM RARY 1Tf BENCH MARK_ - ~ ~ S - R,K.-''--- -673 v1
610 - ~ - - - _ RAIL RQAD SPIKE -!N~ f2 HICKORY STA. 129 .3`0 - _ - - GKORY _ ~ ~ Noa2,+a
~LEVATIDN = -674:9_. ~ N7982-14..3 ~ _ - - _ u~r:,5r
~ _ _ ~ ~ ~ ~ _ _ E1794475.95 ~ _ -
~`V - - - _ z
. . _ i ' - _ 870 ~ 3 i - ~O _ 00 =
~ iii.. - - / 2.1 F1Z 5°L6RE_ ATCH POINT TYP. O!)- / _ _ N Uf
1 _ O tY
\ \ ` ~ • I \ ~
o ~ r^LASS I RIPT P ~ \ - r ~ ? I W FILTER FA IC ; - ~ _ O ~ W W
~ ~ ~ 1 O I k; \ 22Y
li ~ , X66 1-. (q W ~ I
~ , , .i 1 A SITE OL ' - AdcA SITE CONTROL d ~ ~ ~ o ~ f)NIIROL : _ P TNT N 1 ~ ' . 0 0. 6
\ ~ ~I 1 15`~,`
~ ~ ~ , ,,~~PO N0. 15 131 i . r , \ ~ F.-. _ . ~ . ~ _ t
_ . _ ~ ~ > - . _
~ - ~ ~ - - ~ . , _ _ - ~ c . ,
. ' _ _ _ _ - ~ ~ - _ . _ _ ------870
~ - , _ r ~
_ q ~ _ ~ , ~ _ _ _ -.gj 680 680
N - - 5 STATION 1?+66 f. CL DRNEIYAY = CL 66" CASP
- ~ ~ i STA. +66 CL CREEK o _ a _ - - _ ~ , ELEV.= 671.00
_ 2 ~-,2 ~ X 166 taA~P -6:5-- - - _ _ , I
= + - ~ xQ YR F100D ELEV. =673.77 I ~
~ . . , . \ 10 YR. =672.16 I FCQ00 ELfV m Q
,r :F , _ . ~ - ~ ! m ~m
2 YR. Fi000 EOEY. =670.30 / C ~ C Cn Z C
13 - , f25 2
- STA. 13+25.23 t w cn a
N798094.73 FINISH CRAVE PROPOSED DRAY ) • ~ ~ '
• \ U - ~ - ~ SEAL ~ - SEAL - ,
E 1794458.41 - - C - 021656 - L-3605 -
. , 4 _ 670 ~ 670
~ ;JD ~ ~ ~ NORMAL CROlNVO - /
,,FR - S. W k E. V~
1 ~
AdtA SITE CONTROL MONUMENTS ARE N.C. STATE PLANE GROUND 1 (,.J / NORMAL WATER ELEVATION = 665.1 Z
COORDINATES AND ARE BASED ON NCGS HORIZONTAL (NAD83) AND Q ~ nn ~ 0 0~ V
VERTICAL (NAD29) CONTROL MONUMENTS. 53 t U I ~
lESEOfQ AdrA CONTROL POINT N0. 16 N 798171.76 E 1794803.20 ELEV.=665.30 D a
CL DRIVEWAY w ~
CC CREEK - ~ - A~i4 CONTROL POINT NO. 15 N 798167.6? E 1794563.43 ELEV. =668.32 0,^ R ? V! PROPOSED STRUC1t! E D
WATERS EDGE - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - A&A CONTROL POINT N0. 112 N 798236.29 E 1794519.68 ELEV. =674.92 ?arnz r:an
EXISTING CONTOUR _ _ _ 675 - - v~tr: r~~
NCDOT RIGHT OF WAY ~ _ _ _ _ 30 15 0 30 30 60 90
PROPERTY LINE - - 660 660
SCALE IN SCALE IN FEET 11 +50 12+00 12+50 13+00

o r-
with 3"x1" helical corru otions and 16 P,pe mOterroi should be ALUMINIZED STEEL g Gad thickness for H?0 and H25 live load (See references iflcationa: ASTM A ~ ' a
ge pec 929 and AASH1'0 M274).
w 0
. Follow recommended installation practices for corrugated metal p,pe as detailed in
MSHTD Standard ifications for H' hwo 8rid es, Section 26, Division li ~ , +9 y 9 r
and/or Natior?o! Corrugated Steel P,pe Association guidelines. CRY DR
Pj~ Anch~tem: 4' 0
Securo vnd anchor steel pipe with three steel straps (With one s#rop across each end ~ 60' R 0 ~
and one strap across the center). Strop material should hove a minimum working
load limit or breaking strength of 9000 Ibs. (40.03 kN). 0 S C7 0' rqN ~ R
lion is StaiNess steel cable with a 5 16" Diameter 1 x 19 weave. 0 ! o. ? V1 , v hq
i n e size ~ Opto 2 Alloy steel than /grade 80 rod < ~ W ~ F n ~ o i p
~ FN ~
Strap connection to ground anchor system should consist of a turnbuckle connected Z W / of each end of the strop and in turn the turnbuckle should be connected to the ground 12' 30 R ~ 'QO 'C P
anchor w+'th an eyenut or a comparable connection with o rated capacity of 9000 Ibs. Q ~'vP a ~ k~4 c
{40.03 kN.). 0 N4 N N 2O G a ~2
I ~ In conjunction with cable Option 1, use a 1 -18 eye and eye drop forged tumbuckle f Rq
with a minimum workin load limit of 9000 lbs. 40.03 kN.. 9 ( ) ~ ~R ~ so' ~ o ~
!n conjunction with cobM Option 2, use o 1 '-18" jaw and ow drop forged tumbuckM g U
with o minimum working load limit o/ 9000 lbs. (40.03 kN. . I SITE ~ 20'
Ground anchor options: The ground anchor system should have a minimum working
load/tens+le strongfh of 9000 lbs. (40.03 kN.). z ~ 60'
R bedrock material is resen# round anchor should consist of o i " bolt that is E p ~ N/ oW
imbedded info rock with and secured with epoxy cement.
R ~ I h E K bedrock matenol +s ~t present steel cob a strap s ould be attached fo the P 0 R TURN AROUND SECTION
ground w,th an Auger-type anchor screw. P VI ! ITY MAP
(NOT TO SCALE) (NOT TO SCALE)
~l11~#~
Desi ned usin HECRAS. 10 0 9 9
Designed for 2 year storm. 1
Does not incroose 100 year /loood elevation as designed. 1
r~ V
i~ TURN AROUND RIGHT OF WAY Z
i ~ PER PB 141, PG 85 0 L
J NOTES: ~ , n ~ w ~p ~p ~iw~
1. THIS PROPERTY CURRENTLY OWNEO BY AMY McQUEEN AND MATTHEW C. BARTLETT ~ X100 68O =
1 Y TH (D.B. 5162, PG. 1861). >T IS CURRENTLY DESGNATED B E GUILFORD COUNTY ~ ++V /Z
TAX MAPPING DEPARTMENT AS .TAX MAP ACL 4-227-356, LOT 28 PER ANAL PLAT 1 '*,Z~
ENTITLED AMY L. McQUEEN AND MATTHEW C. BARTLETT, A.K.A. MICHAEL JOE REED AS ` 1 GRAVEL DRIVElYAY CfpTERLINE ELEV. = 671.00 ~~Q
RECORDED IN P1AT BODK 141, PAGE 85. ~ SKEW = 90' OU
2. THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10000. ~1 ~ (2) 287f66 CASP p r 0
IN N NC MONUMENT YOL NAD 83 COORDINATES: ~ ~ 3 BEAR GS ARE BASED 0 GS CONTROL SHOULDER IN Flu. SECTION 0 7 m 610
M C N 243?44.114 METERS AND E 548377.129 METERS) AND NCGS CONTROL MONUMENT 'T 2 ~ (2.1 TYP., RIP-RAP REINFORCED) ~'Lr TOP OF B41VK 4
. ~ ~ Q T 4 D E 548503 033. ~ ~ NAD 83 COORDINA ES N 23028.334 AN ) k 1
4. ELEVATIONS SHOWN ARE BASED ON NCGS HORIZONTAL AND VERTICAL CONTROL sus - - - - - - , ~ ~ N J
MONUMENT 7 2 NGVD 29 ELEV.=754.70. ~ ~ CL DRIVEWAY 41 NORMAL WATER ECEVAT10Hla 665.1
\ ~ ~ _
5. TOPOGRAPHIC AND EXISTING SITE FEATURES INFORMATION, INCLUDING CROSS ~
\ , SECTIONS, ARE BASED UPON A AELD SURVEY BY ANDERSON AND ASSOCIATES, INC., 665 ._T ExistiNG 5~-- 665 V
COMPLETED ON APRIL 11 2001 IN ACCORDANCE WITH NORTH CAROLINA SURVEYING AMB- STEAA! BED ELEVATWN=664.8 INV. =664.6 INV. x664.5
~ ~ EDGE OF GRAVEL MAPPING STANDARDS, AND LIED TO NORTH CAROLINA STATE PLANE COORDINATES AND \
NGVD-29 AND NAD-83. EXISTING AND PROPOSED STRUCTURES SHOWN ON THE ~ \
T - ~ ~ , MAPPING ARE TIED TO THE SAME COORDINA ES AND 1>NTUMS ~ ~ 1 SHOULDER
~
~ - ~ AdtA SITE CONROL POINT NO. 112 0 112 660 150 LT 100 50 J50 LT 50 100 150 RT 660
~ ~ ~ - ~ 1 - TEMPORARY SITE BENCN Afi4RSC_ - ~t -~7s N 1~-
s~o - , ~ ~ _ RAIL RQAD.SW1(E-Mf~ f2 HICKORY 'CKORY _ _ ~GMLd ~
~SrA. 12~e .30 - ~ _ _ _ ~LEVATZOAI a ~£74:~9a_ . ~ ~ N7~8214.3 ~ _ - ~ntr<a _ ~r:,~+~
~ _ _ - , c'r _ _
~ ~ _ E1794475.95 . R _ ~ _ ~ ~ - - ~ _ - ~z
~ f - - - ' _ 870 ~ ~ a0 =
2.1 F!Z SL6R~ ATCH POINT TrP. Oh-, - , ; ; _ Cn _ N ~
N3 (7
~ Oet~ ~ . , - O ~ O
~ o ' ~ LASS 1 R!P P , ~ ~ W W
, I ~ W FILTER ~4 IC \ , - ~ ZZY ~ r~ W~3V
v ~ ~ 'I _ . ~ ~ t^` H U1 W ~ pFl; s:. q W ~ I
~ r i 1 ~ ~ ; _ AdtA SITE CONTROL , ~'~e``~'~``''~~ ~ 1 0 ~ o o ~
~ , ~ - SITE Cf~IJjROL , ~ ~ ,PO NO. 15 , _ O~jROl . PO{NT N0. 16 ~ d e ~ ~ 'fi'x
\ 1; w~ e 31 - - _ _
~ ~ - y > < . _ . ~ 8es ~ . ; . r . y
:.r 1 -
, - 'o ~ ~ - '`w ~ r ' ` ~ J 870
. a, ;I • Ow ~ Nom. r ` _ _ .
• ~ ~ , _
- - > -87s 680 TA N i + s 680 t _ s TIO 2 s ~ CL DRNEWAY = CL 2 66 CASP
_ - , ~ ELEV.= 671.00
_ ~ T~9. +66 CL CREEK ~ ~ - . . - ~ 1
~ 3 - . , ~ iQ YR. FL000 fL£V. =673.77 /
6 ~ \ ~ s 10 YR. FCQ00 ELEY. 67216 m 4
/ + `l _ ~ / m ~V
YR. = 70.30 1 C ~ G 2 FLOOD EOEY 6 C
. _ ~ wnn Q~
~3f 25.2 N..... - ~ ~ ~ / w to Q.
- STA. 1 ~+25.23 I ~ ; • FINISH GRADE PROPOSED AY l
N798094.73 ~ - U
E1794458.4 J SEAL - - - _ - - = - - 1-3605 - C
021656 - ~ ~ - • 4! ; 670 670
~ ~ : ~
Z' ~ NORMAL GROUND ~ S W N E. to ~
-r„~,,,,,, i ~ W
AdtA SITE CONTROL MONUMENTS ARE N.G STATE PLANE GROUND ~ ~ i H- NORMAL WATER ELEYATlON =665.1 Z
COORDINATES AND ARE BASED ON NCGS HORIZONTAL (NAD$3) AND .~.N?- Q
VERTICAL (NAD29) CONTROL MONUMENTS. 5 ~a o ~ U
lE~EL~? i ~ Z ~ O OC
AdcA CONTROL POINT N0. 16 N 798171.76 E 1794803.20 ELEV.=665.30 CL DRIVEWAY - - W ~
AdrA CONTROL POINT N0. 15 N 798167.62 f 1794563.43 ELEV. =668.32 CL CREEK - ~ - PR~OSED srRUCTirRE D
WATERS EDGE ~ ~ ~ ~ ~ ~ ~ ~ - AdcA CONTROL POINT N0. 112 N 798236.29 E 1794519.68 ELEV. =674.92 Z 2 - 68 CASP ~oa¢ r~o Z
EXISTING CONTOUR _ _ _ 675 - - 4 ~r
NCOOT RIGHT OF WAY _ _ _ _ 30 15 0 30 30 60 94
PROPERTY LINE ~ - 660 660
sCALE in SCALE IN FEET 11 +50 12+00 12+50 13+00

(3
' " M Pipe material should be ALUMINIZED STEEL with 3 xi helical corrugations and 16 Z
H live /ood See references itications: ASTM A ~ ' Gauge th+ckness for H2O and 25 ( p~ f
929 and AASHTO M274). w ~ = o
~ 01 cn
1 ' n roctices for comr ofed metal i as detailed in Follow recommended rnsta intro p 9 P Pe
AASHTO Standard Specifications for Highway Bridges, Section 26, Division Il r i n I Corru fed Steel Pi Association uidelines. and/o Nato a go pe 9 ~ GARY ~ dR.
1 I
Pj~~fem: 0 60 R ~
Secure and anchor steel pipe with three steel straps (With one strap across each end ~ o Z
and one strap across the center). Strap material should have o minimum workrng of ~ / sr o t~ a q~ ~ -
food Lmrt or breaking stmngth of 9000 lbs. (40.03 kN). OI ~ ~ o. ~ z t~
Option 1: Stainless steel cobla with o 5 16 Diameter 1 x 19 weave. ~ ~ W ~ F n ~ o z p
Option 2: Alloy steel chain /grade 80 rode srze = I?~ / ~ Rq~ ~ Fti ~
~I t rnb ckle connected Strop connection fo ground anchor system should consrst of o u u ~ 12' ,TOR ~ Rp 'C P Gq,~ F-
ran W of evch end of the stra and rn turn the turnbuckle should be connected to the g u d P Q k o ~ ~N c ti ~
m ruble connection with a rated ca cit of 9000 lbs. anchor with an eyenut or a co Pa pa y V ~4
(40.03 kN.). I " " URq 2
In conjunction with cable Option 1, use o 1 -18 eye and eye drop forged turnbuckle OR ~ .J 50 h O
ith o minimum worlrin load limit of 9000 lbs. 40.03 kN.). w g In conjunction with cable Option use o 1 -18 jaw and aw drop forged turnbuckle D o
wrth a mrnrmum working load limit of 9000 lbs. (40.03 kN. . SITE
~ ~ I ~ " 20
Ground anchor options: The ground anchor system should have a minimum working ~o ix
loud/tensile strength of 9000 lbs. (40.03 kN.). ~ o W
h r houid consist of o 1 "bolt that rs E If bedrock mater?ol rs resent round anc o s N p 9 ~I ~
imbedded into rock with and secured with a ox cement. I P Y R l stro should be attached to the E N bedrock maferra! rs n~c t present steel cab e p P
0 ~ R and wrth an Au er-f anchor screw. P 9ro 9 YPe T N AR UN TIN ~ UR 0 D SEC 0 VICINITY MAP
(NOT TO SCALE)
~u1rBtl. (NOT TO SCALE)
10 D
Designed using HECRAS.
Desi ned for 2 ear storm. I 9 Y ~
Does not increase 100 year iloood elevation as designed. r' 4~
~ TURN AROUND RIGHT OF WAY U LL
Z 0
PER PB 141, PG 85 a w
I a-- 680 680 =
P RTY CURRENTLY OWNED BY AMY McQUEEN AND MATTHEW C BARTLETT t 1. THIS PRD E ++trnZ
D.B. 5167 PG. 1861 . 1T IS CURRENTLY DESIGNATED BY THE GUILFORD COUNTY 1 ( ) 'r''Z~
TAX MAPPING DEPARTMENT AS TAX MAP ACL 4-227-356, LOT 28 PER FlA44L PLAT 1 GRAVEL DRNEWAY CENTERLINE ELEV. = 671.00 ~~Q
C. BARTLETT A.K.A. MICHAEL JOE REED AS ~ ENTITLED AMY L. McQUEEN AND MATTHEW 1 sKEw = so• U O
RECORDED IN PLAT BDOK 141, PAGE 85. ~ ~ (2) 28 X66 GASP p ~ t Q
2. THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10,000. ~ ~ ~ " SHOULDER IN RLL SECTION O 670 670 m
3 BEARINGS ARf BASED ON NCGS CONTROL MONUMENT YOL (HAD 83 COORDINATES: (2:1 TYP., RIP-R,4J' REINFORCED) TOP Of &WK
NT 7 2" ~ N 243244.114 METERS AND E 548377.729 METERS) AND NCGS CONTROL MONUM£ ~ 0 c
NAD 83 COORDlNATES~ N 243028.334 AND E 548503.033). ~ \ ~ k ~1 J
T NTROL 673 ' 4. ELEVATIONS SHOWN ARE BASED ON NCGS HORIZONTAL AND VER ICAL CD ?8'
" .=754.70'. \ ~ - RIVEWAY MONUMENT "T 2 NGVD ?9 ELEV CL D \ r NORMAL WATER ELEVATION= 665.1
- _ \ . r
TI N INCLUDING CROSS ~ ` 5. TOPOGRAPHIC AND EXISTING SITE FEATURES INFORMA 0 , \ 665 ___EXlsnvc S _ _ - _ 665
SECTJONS ARE BASED UPON A FIELD SURVEY BY ANDERSON AND ASSOCIATES, 1NC., \ STEAM BED ELEVATION=664.8 INV.=664.6
I 11 2001 IN ACCORDANCE WITH NORTH CAROLINA SURVEYING ANB ~ \ COMPLETED ON APR L , DGE OF GRAVEL COORDINATES AND \ E MAPPING STANDARDS, AND TIED TO NORTH CAROUNA STATE PLANE ~ INV.=664.5
NGVD-29 AND NAD-83. EXISTING ANO PROPOSED STRUCTURES SHOWN ON THE \
MAPPING ARE T1ED TO THE SAME COORDINATES AND AATUMS. ~ ' \ 1 SHOULDER
- ~ ~ ~ AdtA SITE CONROL POINT N0. 112 ~ ~ , ?0. 112 1 T 1 0 50 150 T O 660 50 L 0 L 50 100 150 RT 660
~ ~ ~ - ~ TEMPORARY S1TE BENCH M?AR~_ - - - - - - 67s ~
\ , ~ s~o - ~ ~ . _ RAIL R99D .SRNFE-Mf~ f2 HICKORY '1CKORY - _ . _ eC~ls ~
sr . 12~e ..~a _ - , ~ ~ ~'LEVAT~N i X74.92__ - rane,+a ne~r~ sr
~ - _ Er794475.95` - _ _ - . _ z
~ - - f _ - - ---870 ~3
- - , _ - ~Y / _ N N
2:1 FI Z SLflR~ ATCH P01NT TYP. - 11- , - _ ~ ~ ~ , ~ ; ,
e~ , ~ r / , ~ r- a~ A\ ~ ~ ~ O Q
_ , ~ o o ~ SASS I RJPT \ \ _ ~ r n N i i_ ~ \ J W W ~ ~ D
~ W FILTER fA !C ~ ~ ~ ~ - - r m ~r ~ - ~ ~ ` ` _ Z Z W
~ ''as
~ ~ , AdrA SITE CONTROL `~a ~ ~ o
~ - ~ ITE G~DI~.jROL ~ ~ 1 POINT N0. i 6 ~ rti, ` i
~ N0. 15 ~ \ ' ~-131 ~ , - ~
~ ~ i . _ Z - t F
_ _ 4 • • ~ Q C ~
~ l ~-----J670
i
r / \ .
~ _ . = - \ ~ - 680 680 't sIs
~ ~ CL DRNENAY = CL 66• GASP . ELEY.= 671.00
_ _ . , TA. + 66 CL CHEEK ~ , ~ ~ - _ _ - a - ,
~ 1Q YR. FL000 f1E1! =67.7.77 /
875 _ _ _ ~ ~ _ _ - . 10 YR. ELEV. =672.16 ! i[p0I0 m 0
_ _ - _ ~ _ _ . - . _ _ _ _ - ~ I m ~
f - ` 2 rR. f1000 EnE?! =67070 / C 0 C
13 _ _ - +25
_ ?3 i - - ~ w N a
SfiA. 13+25.23 / ~ ~ fA~f GR4DE PROiPnS£D Y f
N798094.73 • l r:
E1794458.41 • ~ = SEAL - ~ / U - SE~1l - = - - _ C
• 021656 ~ E ~ • - _ ..~s....._._. B70 1 670
j~ ••••NM••• ~~i, •••q••.••• Ng1i~NL L~POINJD \ ~ w R S. W N E.1~ V)
~ W
1 w i /rgRA/lt NMTFR ElEYATXXV = 665.1 Z
AdcA SITE CONTROL I~NUMENTS ARE N.C. STATE PLANE GROUND Q ~
COORDINATES AND ARE BASED DN NCGS HORIZONTAL (NAD83) AND 0 or 4 5~ I U
VERTICAL (NA029) CONTROL MONUMENTS. 1 i ~ D O
AdcA CONTROL POINT I~iO. 16 N 798171.76 E 1794803.20 ELEV.=665.30 OC
CL DRIVEWAY - - L POINT N0. 15 N 798167.62 E 1794583.43 ELEI! =668.32 AdrA CONTRO W ~
CL CREEK - ~ ~ ~ - AdrA CONTROL PO~tYT NO. 112 N 798238.?9 f 1794519.88 ELEV. =674.9? sn~ucn~RE ~ ~ro?PosEO C.3 Z - 66 GASP Q
WATERS EDGE _ . Z Q d
EXISTING CONTOUR _ - - 675 - - _ _
Y 30 15 0 3f NCDOT RIGHT OF WA _ _ 30 60 90 660 660
PROPERTY 11NE ~ SCALJE II SCALF IN FEET 1 i+SO 12+00 12+50 f3+00
r 'E~:.. •e

Pipe material should be ALUMINIZED STEEL with 3 x 1 helical corrugations and 16 o r-
Gauge thickness far H?0 and H25 live load (See reference speci/ications: ASTM A I " ' z
929 and AASHTO M?74). ~ ~
W W O
Follow nxommended installation practices for corrugated metal pipe as detailed in N r
AASHTO Standard Specifications for Highway Bridges, Section 26, Division ll ' r and/or National Corrugated Steel Pirx Association guidelines. ~
f CRY ~ 4R. ~
Pine Anchor System: 0
Secure nd an hor tee! with thr t / stro s With one stro acro s ch en ~ o c s p?pe ee s ee p( p s eo d O~ ~ 60' R W ~
and one strap across the center). Sfrap motenal should have a m,nrmum workrng 0 Z
load limit or breaking strength of 9000 lbs. (40.03 kN). 4 Sl 0 0 qN ~ Q- R
Option 1: Stainless steel cable with o 5 J6" Diameter 1x19 weave. ~ _ O / Option 2: Alloy steel chore /grade 80 rode size - o ~ z ~
?i~ / F ~ W ~ ~o i
Strap connection to ground anchor system should consist of a turnbuckle connected Z R D q~
W. / of each end of the strap and ,n tum the tumbuckle should be connected to the ground , , !2' 30 R ~ N R e ~ o ~ Q ~k o
anchor with an eyenut or a comparable connection with o rated capacity of 9000 lbs. ~ ~ti c ti Q
(44.03 kN.). ~ I 20' ~ ~ N,a ~ CQ c^
!n conjunction with cable Option 1, use o 1 18 eye and eye drop forged tumbuckle viQq Z
with a minimum workng load l~mrt of 9000 lbs. (40.03 kN.). w ~ In con unction wifh cable tion 2, use o 1 -18 'wand 'aw dro fo ed tumbuckle ~ ~ OR ~ ~ o ~
I OP to P r9 with a m,nrmum warkng load l~m,t of 9000 lbs. (40.03 kN. . D v
, SITE ~
Ground anchor o lions: The round anchor s stem should hove o minimum workin ' P 9 y 9 I j ~o
load/tens,le strength of 9000 lbs. (40.03 kN.). 22
!f bedrock material is present ground anchor should consist of a 1 "bolt that is E N / ~I o W
imbeddad into rock with and secured with epoxy cement. R li bedrock material is n t sent t 1 a !e sfra should be atto h d to th E ~ pro see cb p ce e P c~
un wi h n r- r R I 1 gro d t o Auge type oncho scnsw. P . TURN AROUND SECTION
VICINITY MAP
~LL~d~ (NOT TO SCALE) (NOT TO SCALE)
1
Dasi ned usin HECRAS 1 ~ 0 9 9
Designed for 2 year storm. l
Does not increase 100 year floood elevation os designed. I
1 ' U
~ TURN AROUND RIGHT OF WAY i a Z
PER PB 141, PG 85 I 0 i
NOTES: A ~ w ii
1. THIS PROPERTY CURRENTLY OWNED BY AMY Mc4UEEN AND MATTHEW C. L;ARTLETT ~ 680 680
(D.B. 5162, PG. 1861). IT IS CURRENTLY DESIGNATED BY THE GUILFORD COUNTY ~ ++I~Z
TAX MAPPIN - - 1 I G DEPARTMENT AS TAX MAP ACL 4 227 356, LOT 28 PER FINAL PLAT ~ '~''Z~
ENTITLED AMY 1. M UEEN AND MATTH C. QARTLETT A.K.A. Ml 1 cQ EW CHAEL JOE REED AS GRAVEL ORNEWAY CENTERLINE EIEV. = 671.00 X30 sxEw = sa U
RECORDED IN PLAT 800K 141, PAGE 85. ~ ~ ~ ~ O (2) 28'X66' CASP s
2 THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10,000. ~ ~ ~ v
3. BEARINGS ARE 6iASED ON NCGS CONTROL MONUMENT YOL NAD 83 COORDINATES: ( SHOULDER rN F1LC SECTrON D 670 670
• N 243244. f 14 METERS AND E 548377.729 METERS) AND NCGS CONTROL MONUMENT 7 ? ~ , ~ (2.1 T1P., R!P-RAP REINFORCED) roP of BANx
NAD 83 COORDINATES• N 243028.334 AND E 548503.033. ~ ) k O _ _ C ~ _ _ ~ J
A 1 4. ELEVATIONS SHOWN ARE EIASED ON NCGS HORIZONTAL AND VERTICAL CONTROL sus - - - - _ _ ~ ~ >
MONUMENT fi 2" NGVD 29 ELEV. =754.70' ~ CL DRIVEWAY 28' NORMAL WATER ELEVATION= 665.1
~ ~ \ ~
5. TOPOGR4PHIC AND EXISTING SITE FEATURES INFORMATION, INCLUDING CROSS
SECTIONS, ARE EIASED UPON A FIELD SURVEY 8Y ANDERSON AND ASSOCIATES, INC., 665 - ExistiNG srREA~u ~E~_ - - _ - _ _ 665 V
COMPLETED ON APRIL 11, 2001, IN ACCORDANCE WITH NORTH CAROLINA SURVEYING AND MAPPING STANDARDS, AND TIED TO NORTH CAROLINA STATE PLANE COORDINATES AND \ EDGE OF GRAVEL STEAM BED ELEVATION=664.8 INV.=664.6 1NV.=664.5
NGVD-29 AND NAD-83. EXISTING AND PROPOSED STRUCTURES SHOWN ON THE \
MAPPING ARE T/fD TO THE SAME COORD/NATES AND DATUMS `
` 1 SHOULDER ~ ~
~ ~ i vi
~ ~ ~ AdtA SITE CONROI POINT N0. 112 12 660 150 LT 100 i o _ _ - 50 50 LT 50 100 150 RT 660
EMPORARY SITE BENCH MAR~_ - - 670 - ~ ~ 1 _ . - g15 N
~ - ~ STA. 12~ 9 .30 RAIL READ sF?IKE -IN~ r2 HICKORY aGLB~ _ - «aaz:,~o ~
~ _ 7~'LEV T14N ~ _674.92.. _ ~ N798214.3 _ - - ,.A vets ra~
c ~ - E1794475.95
~ _ _ Z
~ ~ f _ _ - ---g10 ~3 ~O
2. FLZ SABRE' ATCH POINT TYP. h_ ~ ~ . ~ - NI
~ ~ - r ~ , , , , e~ ~ ~ , ~ - I m3 ~N ~ ~
. o o ? f`LASS I RIPT~ oaD:~tr Q o
\ N `r W W
~ W FILTER F`A IC - ~ " , ~ ~ ~ ~ ,In Iz r•^"' Z Z Y - ~ ~mr~r~"~~, J~ U
~ _ - ~ ~ ~ - _ i ` k.. oNO u
~ ~ A&A ;SITE CONTROL - AdtA SITE CONTROL - OL POINT N0. 16
~ ~ ~ ~ PI ~ \ 0 ~`T N0. 15 ~ ~ ~ ~ ~ -
~ ~ ~ ~ j - ~ \ X131 -
\ ~ « ~
. r,........... - ~ / _ QC
pw
~ ' ~ U
i r1 - - - - - 875 680 680
. _ STATION 12+66 F. CL DRNEWAY = CL 66' CASP
~ ~ ~ _ rya. +s6 cL c~F~x ~ ~ - _ ~ ELEV,= 671.00
!
6 _ _ ~O ~ IQ YR. FLOOD ELEV. =673.17 / ~
_ - _ - _ ~ \ L 10 YR. D ELEV. =672.16 f ~ FPQO m 0
„ . " ~ _ ~ ~ / ~ ~m
_ - i - ? YR. FL000 ELll:V. =670.30 / C ~ C 1i~uiiin~i, iunuU ~ ~ C
- - ; ; ; - _ - 13+ - ?5 2
_ STA. 13+25.23 w a
N798094.73 ~ $ FINISH GRADE PROPOSED DR Y l ' • 0
E1794458.41 = r Q • - - - SEAL - SEAL ! V
_ - - " 021656 - L-3605 C
~ Q ' 670 ~ 670
~ / ~`R Q~ NORMAL GROUND ~ - /
i W
AdcA SITE CONTROL MONUMENTS ARE N.C. STATE PLANE GROUND ~ ~ i M-- NORMAL WATER ELEVATION = 665,1 Z /`.J
COORDINATES AND ARE BASED ON NCGS HORIZONTAL (NAp83} AND 0 0 l Q
VERTICAL (NAD29) CONTROL MONUi~ENTS. 1F~EdQ 53 ~ U ~ V7
AdrA CONTROL POINT N0. 16 N 798171.76 E 1794803.20 ELEV.=665.30 0 O
CL DR/VEI~YAY - - w ~
CL CREEK - ~ - AAA CONTROL POINT N0. 15 N 798167.62 E 1794563.43 ELEV.=668.32 0 P TU v , ROPOSED STRUC RE
WATERS EDGE _ ~ ~ ~ ~ ~ ~ ~ _ AdcA CONTROL POINT MO. 112 N 798236.29 E 1794519.68 ELEV. =674.92 Z (2) - 66 CASP HoR¢ rev Z
EXISTING CONTOUR _ _ _ 675 - - - / Q uc~r ~ :r ~f'
NCDOT RIGHT OF WAY _ _ _ _ 30 15 0 30 30 60 90
PROPERTY LINE - 660 660
SCALE IN FEE CALE IN FEET 11 +50 12+DO 12+50 13+00

1 M " Pipe mater,'al should be ALUMINIZED STEEL with 3 x 1 hel,cal corrugations and 16
Gauge thickness for H2O and H25 live load (See reference specifications: ASTM A ~ ' o r- z
929 and AASHTO M274).
zO ~ W M W ~ = O
Follow recommended installation practices for corrugated metal pipe as detailed in AASHTO Standard Specifr'cotions for Highway Bridges, Section 26, Division 11 ~
and/or National Corrugated Steel Pipe Association guidelines. U r" GqR . p ~
Y. oR
I ~ Pine Anchor System:
Secure and anchor steel i e wr'th three steel stro s With one stro across each end ~ PP P ( P O 0 60' R/W
and one stra across the center . Stra materrol should have o minimum workin / P ) P 9 o° Z
load limit or breaking strength of 9000 lbs." (40.03 kN). O / Option 1: Stainless steel cable with a 5 16 Diameter 1 x 19 weave. O 0 ST o C~ ~ qti
0 Lion 2: Allo feel hain rode 8 Tr de size = ~ " O / p y s c /g 0 a Ro ~ ti z ~
s~ ~ I / q~F e ~ W ~ o z
Strop connection to ground anchor system should consist of o turnbuckle connected ~ ~q~ p
t h n f h r n in rn h rn k h l W / a eac e d o test ap a d to t e to buc le s ou d be connected to the ground ~ FN 12' 30'R ~ ~0
anchor with on eyenut or o comparable connection with o rated capacity of 9000 lbs. / ~ ~ ~ ~
(40.03 kN.). 20' o No ti o ~ W
In conjunction with cable Option 1, use o 1 "-18" eye and eye drop forged turnbuckle with a minimum working load limit of 9000 lbs. (40.03 kN.). / 2 ~q ro o op ~ J
!n conjunction with cable Option 2, use a 1 "-18" jaw and jaw drop forged turnbuckle I O 50 O
i h ini i 4 / w t o m mum work ng load I,mrt of 9000 Ibs. (0.03 kN.). Q D
~ U ~ SITE ~ W 20'
Ground anchor options: The ground anchor system should have a minimum working 00
! i / oad/tens le strength of 9000 lbs. (40.03 kN.). zz
If bedrock material is present ground anchor should consist of o 1 "bolt that is E ~ . N / ,mbedded into rock with and secured with epoxy cement. a ~ 60'
If r I R I bed ock materro rs not resent steel cable stra should be attached to the E P P P
- 0 round with on Au er-t a anchor screw. R _ 9 9 yP P TURN AROUND SECTION (n
/ NTT VIClNI TY MAP
Culvert (0 OSCALE) (NOT TO SCALE)
Designed us,ng HECRAS. 1 ~+0
Designed for 2 year storm. 1 ~ Does not increase 100 year (loood elevation os designed. I
l
~ TURN AR N l OU D R GHT OF WAY I a~
PER PB 141, PG 85 z 0
N T / I 0 ES I w
1. THIS PROPERTY CURRENTLY OWNED BY AMY McQUEEN AND MATTHEW C. BARTLETT ~ 680 n-- 680 =
(D.B. 5162, PG. 1861). !T IS CURRENTLY DESIGNATED BY THE GUILFORD COUNTY ~ ++(nZ
TAX MAPPING DEPARTMENT AS TAX MAP ACL 4-227-356, LOT 28 PER FINAL PLAT ` '~'Z~
ENTITLED AMY L. McOUEEN AND MATTHEW C. BARTLETT, A.K.A. MICHAEL JOE REED AS ~ I RECORDED IN PLAT BOOK 141, PAGE 85. ~ GRAVEL DRIVEWAY CENTERLINE ELEV. = 671.00 ~~0
2. THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10,000. SKEW = 90' 2 28'X66" GASP ~V
z _ t
3. BEARINGS ARE BASED ON NCGS CONTROL MONUMENT "VOL " (NAD 83 COORDINATES: \ 610 SHOULDER IN F1LL SfCl'~1N Q 670 m
N 243244.114 METERS AND E 548377.729 METERS) AND NCGS CONTROL MONUMENT '7 2" ~ 680 (2:1 TYP., RIP-RAP RElNft>RCfD) TOP OF BANK
NAD 83 COORDINATES: N 243028.334 AND E 548503.033). ~ 1k O C
4, ELEVATIONS SHOWN ARE BASED ON NCGS HORIZONTAL AND VERTICAL CONTROL 675 - - - - _ _ , 1 BUJ
MONUMENT 7 2" NGVD 29 ELEV.=754.70'. \ ~ ~ CL DRIVEWAY 28 NORMAL WAT R = E ELEVATION 665.1
~ ~
5. TOPOGRAPHIC AND EXISTING SITE FEATURES INFORMATION, INCLUDING CROSS ~ .
SECTIONS, ARE BASED UPON A FIELD SURVEY BY ANDERSON AND ASSOCIATES, INC., ~ COMPLETED ON APRIL 11, 2001, IN ACCORDANCE WITH NORTH CAROLINA SURVEYING AND ~ 665 EXISTING STREAM BED 665 V
MAPPING STANDARDS, AND TIED TO NORTH CAROLINA STATE PLANE COORDINATES AND ~ EDGE OF GRAVEL STEAM BED ELEVATION=664.8 1NV. = 664.6
NGVD-29 AND NAD-83. EXISTING AND PROPOSED STRUCTURES SHOWN ON THE ~ INV. = 664.5
MAPPING ARE TIED TO THE SAME COORDINATES AND DATUMS. `
` 1 ' SHOULDER
N
~ A&4 SITE CONROL POINT NO. 112 112 660 150 LT 100 50 150 CT 50 1 z 00 150 RT 660 0
~ ~ TEMPORARY SITE BENCH MARK_ - - ' - s~o-~ ~~T -675 U1
S TA. 12 + 9 .30 R,41L RQ,90 .SR1Kf ~ f2 HICKORY CORY s'IC~ ~
\ ~ ELEVATION = 74. ' c~ ~ I - r,oR¢ r=ea ~ N A A UERT
c,~ ~ E 1794475.95
FF~ ~ ~ r _________-670 03
i ~ ~O
2:1 FILL SL8 _ T 12+0 _ ~ ~ RE ~A CH POINT 1YP. f , ~ ~ ~ ~ ~ i ~ N=
sja r ~ IN3m3 ~cncnQC~
r ! I \ ~ ~ ~ _ _ , - o N ~ CLASS ! R!P-R P ~ oQ~~~ o..Q
` rr ~rn' !T ' ` ` ~ W FL ERFAB/C ~
665 ,.s~~~'' w~~?3U
r ~ ~ ~ ~ I I ~ ` . ~
s: dcA SITE CONTROL A&A SITE CONTROL 1 ` ' a v w ~ _ ROL - a~oo~ 0 NT N0. 16 . Z
~ I 1 POINT N 1 ` ~ 0 5 ~ _ ~ y
~ a_.,, ~ 9131 ~ ~ ~ . Ef'~
_ _ ~ ~ _ _ _ _ ~ 1 6 ~ ~ t; e. 65 ,y~ z ' r
- ~ - - ~ o~~ c ----670 ~ ; ;~p~
~ ~ i ~ 80Co
r; fi ~ - ~ ~ \ ~ 0~ E~
o ~ _ o ~ u.~ 675 680 STATION 12+66 680 - C
N, ~,;-a - / ,i------ ~ t rn ~ k~;! ~ ~ mC9~~F- CC DRIVEWAY = CL (2) 66" GASP
STA. + 66 CL CREEK ~ ; " " + ' ~ rr, ~ r ~ , ~ N ELEV.= 671.00
2 -2~` X - - - -f
~ 1Q YR. FL000 ELEV. =673.77 ~ ~ ` ~
r ~ ~ fn 10 YR. FL`QOD ELfV. =672.16 ~ Q L.
~ ~
~ ' ~i 2 YR. FLOOD fL1t;V. =670.30 / C_ ~ C `\\j1111111111,,/ 1111111111,1] J ~ C
, \ 1l, \ I
+25.2 3 STA. 13+25.23 ~ ..~k~ 1
N798094.73 ~O ' FF,SS,b FINISH GRADE PROPOSED DR!?+twAY I _ 0 ~y'•; ~
E 1794458.41 _ :Q ~ - - = sEAL ~ ~ _ _ SEAL ~ ~ = ~
_ / U 021656 - L-3605 p C
c~: ~ ~ '•.;~D 670 / 670
;CF' • O D ; NORMAL GROUND ~ _
//1ll 111\\ //1j 111\ / IIIII 1111111
A&A SITE CONTROL MONUMENTS ARE N.C. STATE PLANE GROUND .1..- ~ ~ ` ' , NORMAL WATER ELEVATION = 665,1 ~ Z
COORDINATES AND ARE BASED ON NCGS HORIZONTAL (NAD83) AND i Q 5 30 0~ ~
VERTICAL (NA029) CONTROL MONUMENTS. 1.ES~Q ~ U
A&A CONTROL POINT N0. 16 N 798171.76 E 1794803.20 ELEV.=665.30 ~I i (n ,Z / O
CL DRIVEWAY - - w c/~
CL CREEK - - A6rA CONTROL POINT N0. 15 N 798167.62 E 1794563.43 ELEV.=668.32 _ AdcA CONTROL POINT N0. 112 N 798236.29 E 1794519.68 ELEV.=674.92 0 PROPOSED STRUCTURE Q V 1
WATERS EDGE - Z (2) - 66" GASP Q
EXISTING CONTOUR - - - 675 - - ~R~z,'~ Z _ Q 4ERT t'a'
NCDOT RIGHT OF WAY _ _ _ _ 30 15 0 30 30 60 90
PROPERTY LINE 660 660
SCALE IN F SCALE IN FEET 11 +50 12+00 12+50 13+00
_ _ _

f " " o
Pipe material should be ALUMINIZED STEEL with 3x1 helical corrugations and 16 ~ ~ z
Gauge thickness for H2O and H25 live load (See reference specifications: ASTM A ZO ~ wM w o
929 and AASHTO M274). ~ 01 u=i
~ U r'
Follow recommended installation practices for corrugated metal pipe os detailed in AASHTO Standard Specifications for Highway Bridges, Section 26, Division If G o ~
and/or National Corrugated Steel Pipe Assoc~atron gu,delrnes. ~ _ _ ARY aR
I 0
Pine Anchor Svstem. ~ 60' R/w 0
Secure and anchor steel pipe with three steel straps (With one strop across each end ~ 0 Z Sr O
and one strop across the center). Strap material should have a minimum working O 0 qN
load limit or breaking strength of 9000 lbs. (40.03 kN). " O Option 1: Stainless steel cable with a 5/16 Diameter 1 x 19 weave. ~ ~ ~o ~ i ~ ti~~ ~ W
" Option 2: Alloy steel chain /grade 80 (Trade size = ~ ~ \ FR ~ ~ o i p
~ q~F~
into round anchor s stem should consist of a turnbuckle connected Z Strop connect o g y ~ 12' 30'R ~ Rp P Cq,Q Q k~ o ~ ~
at each end of the strap and in turn the turnbuckle should be connected to the ground ~ ~ '~Np G rv
! onnection with o rated ca ocit of 9000 lbs. anchor with on eyenut or a comparab e c P Y 20' ~o rQ s~ ~ W ~Z
(40.03 kN.). i Rq J m a / ~
!n conjunction wr'th cable Option 1, use a 1 "-18" eye and eye drop forged turnbuckle i ! limit of 9000 lbs. 40.03 kN.. wrth o m,n~mum work ng ood ( ~ 50' ~ O ~ D t`
" rn uckle ~ In conjunction with cable Option 2, use o 1 -18 haw and how drop forged to b z ~ a V s~ L ~
with o minimum working load limit of 9000 lbs. (40.03 kN.). 20'
~ 00
Ground anchor options: The ground anchor system should have a minimum working ii Q ~ 60'
load/tensile strength of 9000 lbs. (40.03 kN.). n r nd anchor should consist o/ 0 1 "bolt that is E W
If bedrock matena! ~s reset ou N . P 9 ~I imbedded into rock with and secured with epoxy cement. ~ ~ F...
R~ I able sfra should be attached to the E If bedrock matena! rs not present stee c p P 0 _ R _ TURN AROUND SECTION
round with an Au er-t a anchor screw. P 9 9 YP VIC1Nl1r' MAP
(NOT TO SCALE) (NOT TO SCALE)
Iv rt:
10+0
Designed using HECRAS. - 1
Designed for 2 year storm. Does not increase 100 ear floood elevation as designed. i
Y l U
~ TURN AROUND RIGHT OF WAY a z 0
PER PB 141, PG 85
I
N TE : ~ i 680 680 Z
1. THIS PROPERTY CURRENTLY OWNED BY AMY McQUEEN AND MATTHEW C. BARTLETT I ~4-+(nz
(D,B. 5162, PG. 1861). IT IS CURRENTLY DESIGNATED BY THE GUILFORD COUNTY 1 ~''Z~
TAX MAPPING DEPARTMENT AS TAX MAP ACL 4-227-356, LOT 28 PER FINAL PLAT I H C. BARTLETT A.K,A. MICHAEL JOE REED AS ~ GRAVEL DRIVEWAY CENTERLINE ELEV. = 671.00 -3O SKEW = 90' OU
ENTITLED AMY L. McOUEEN AND MATT EW ~ RECORDED IN PLAT BOOK 141, PAGE 85, ~ (2) 28'X66' GASP ? v~---
2. THE RATO OF PRECISION FOR THIS SURVEY EXCEEDS 1:10, 000. r MM p
SHOULDER 1N FlLL SECTION 670 W 670 2.'J TYP., RIP--RAP REINFORCED)
3. BEARINGS ARE BASED ON NCGS CONTROL MONUMENT 'VOL " (NAD 83 COORDINATES: ( TOP OF BANK Q
48377.729 METERS AND NCGS CONTROL MONUMENT 7 2 " 680 N 243244,114 METERS AND E 5 ) ~
NAD 83 COORDINATES: N 243028.334 AND E 548503.033). 1 k 615 1 BUJ
4. ELEVATIONS SHOWN ARE BASED ON NCGS HORIZONTAL AND VERTICAL CONTROL 28' ~ - NDRMAL WATER ELEVAnoN- ss5. r ~
"T " N VD 29 ELEV. =754.70 ~ \ ~ DRrvEwAY MONUMENT 2 G CL \ ~ C~
_ _
5. TOPOGRAPHIC AND EXlST1NG SITE FEATURES INFORMATION, INCLUDING CROSS \ 665 EXISTING STREAM 8ED 665 STEAM BED ELEVATION=664.8
SECTIONS ARE BASED UPON A F1ELD SURVEY BY ANDERSON AND ASSOCIATES, INC., \ INV.=664.6 - 1NV.=664.5
COMPLETED ON APRIL 11, 2001, 1N ACCORDANCE WITH NORTH CAROLINA SURVEYING AND \ T T P N OORDINATES AND \ EDGE OF GRAVEL MAPPING STANDARDS, AND TIED TO NORTH CAROLINA SAE LA E C
NGVD-29 AND NAD-83. EXISTING AND PROPOSED STRUCTURES SHOWN ON THE \
MAPPING ARE TIED TO THE SAME COORDINATES AND DATUMS. ~ ' 1 SHOULDER
U1 Z
\ ~ AdcA SITE CONROL POINT N0. 112 1 112 660 150 LT 100 50 150 LT 50 100 150 RT 660 0
~ TEMPORARY SITE BENCH MARK_ - - - - 'K_- -s7s
o ~ ~ K Y s7 ~ R,4/L RQr9D SR~IFE-tN~ f2 HIC OR - s~ ~ 'KORY _ A ~
sTA. 12+e .30 ~ - - _ ELEVATION - 674.92 IN ~~R,
~ N798214.,3 ~ _ - - - -
~ ~ E 1794475.95 C,~~ \ oZ
F~ ~ ~ ~ __-s7o i 3
/ NN3 3
2:1 FILL ~L6R~ BATCH POINT TYP. , _ ` ~ ~ / ~tn~Q~ od~~~
o o
` ~ ~ o ~ ~ CLASS 1 RIP-R P ~ w w \ ZZY
~ ~ ~ ~ W FILTER FAB 1C ~ ~ ~ ~ v ~ ~ w~~3U
~ ~ I ~ ` \ E I ~ ~ \ 65 t--d(ndw ,6 dUw~2
~ ~ I ~ ~ - - - ~ A&A SITE CONTROL ~ n ~ ~ ~ ~ U ~i 2~
~ ~ , A&A SITE CONTROL ROL POINT N0. 16 - ~ ~ \ ~ ry
~ r , ~ ~ ~ POINT NO. 15 ~ i ~ ~ 1 ;,9131 - „~r,~s5 >z>d
` r ~ -s 65 YM
v ~QC
670 ~ a ~ ~.-y"" 1~ C ~ ~ U
_ / ~ ~ ~
i I 0 ~ ~ O ~ V.~ _ _ _ _ _ _ _ 680 STATION 12+66 680 m ~ ~ ~
675 CL DRNEWAY = CL (2J 66" GASP
ELEV.= 671.00
ISTA. +66 CL CREEK ; ~ o ~ ~ , , , N
~ 1,3+~ tQ YR. FLOOD ELEV. =673.77 / N N
675 ~ j ~?.N 10 YR. FCQ00 ELEV. =672.16 ~ 0 L
~ ' ~ / ~ ~ [ ~ C
2 YR. F0000 EL`~V. -670.30 Z [
i"- ~i \\111111111111/,/ \jj 11111111111] \ ~ ~ [ ~ v
~~f2 5.23
STA. 13+25.23 ~ = FINISH GRADE PROPOSED DR~Vt wAY X10 EE$Sb ~ ~ o \ I
N798094.73 :Q - ~ _ U
E 1794458.41 _ SEAL = _ _ ~
021656 - L-3605 ~ ~ ~ p " ~ ~ 670 ~ 670
•~G ~ . \ C ' QO Q•'' \ NORMAL GROUND ~ - - \ /
F N\ V R S. W~',, ,,E4N E. /
'~lll,l II 11111AA 111111 n 11 J11A ~ w 1 ~
~ 1. ~ ~ ~ rJ~ _ NORMAL WATER ELEVATION 665.1 Z ,f ~ ` Q
A&A SITE CONTROL MONUMENTS ARE N.C. STATE PLANE GROUND I Q -
COORDINATES AND ARE BASED ON NCGS HORIZONTAL (NAD83) AND 5 3~ a~ 1 I V `I (n
VERTICAL (NAD29) CONTROL MONUMENTS. LEGEND _ ~ ~r ~ ~ ~2 O
A&A CONTROL POINT N0. 16 N 798171.76 E 1794803.20 ELEV.=665.30 wp
CL DRIVEWAY - - ABrA CONTROL POINT N0. 15 N 798167.62 E 1794563.43 ELEV.=668.32 ~ ~ PROPOSED STRUCTURE Z
CL CREEK - - - AdrA CONTROL POINT N0. 112 N 798236.29 E 1794519.68 ELEV.=674.92 2 - 66" GASP BCAI.G Q HoR~z ~•-aa Z Q
WATERS EDGE - - - VENT t'=4'
EXISTING CONTOUR - - - 675 - - Y _ 30 15 0 30 30 60 90
NCDOT RIGHT OF WA _ _ _ 660 660
PROPERTY LINE SCALE IN T 11+50 12+00 12+50 13+00 SCALE IN FEE