20040397 Ver 1_Complete File_20050306

?0?WAT?90
?O G
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
UJ ?- Alan NN'. Klimek P.E., Director
] Division of Water Quality
.? Coleen H. Sullins, Deputy Director
Division of Water Quality
March 4, 2005
DWQ# 04-0397
Mecklenburg County
Mr., Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Braeburn/Honegger Capital Improvement Project, Charlotte
Dear Mr. Karl:
You have our approval to proceed with the modifications for the above noted project in Mecklenburg
County, as described in your application received by the Division of Water Quality on January 11, 2005. The
project remains covered by Water Quality General Certification Numbers 3376 and 3399 issued on April 13,
2004. All conditions of the certifications still apply.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,

AK/ai
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
for Alan W. Klimek, P.E.
MAK k
WETLANDS AND STOR* XfV+r i cFi 6: r, :!
e
ortttCarolina
dvatA=hy
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.encstate.nc.usincwet] ands)
Customer Service #: 1-877-623-6748
i
SO&
N
\ NA
r??o
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 4, 2005
DWQ# 04-0397
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Braeburn/Honegger Capital Improvement Project, Charlotte
Dear Mr. Karl:
You have our approval to proceed with the modifications for the above noted project in Mecklenburg
County, as described in your application received by the Division of Water Quality on January 11, 2005. The
project remains covered by Water Quality General Certification Numbers 3376 and 3399 issued on April 13,
2004. All conditions of the certifications still apply.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
AK/aj
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
N.? hCarolina
for Alan W. Klimek, P.E.
JvarrrrauJ
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (littp:%/h2o.em-.state.ne.us'ne%x-etlan(is)
Customer Service 1-877-623-6748
Vv:'wA
NCUrNt
Triage Check List
Date: 2/10/05 Project Name: Braeburn/Honneger
DWQ#: 04-0397
County: Mecklenburg
To: Alan Johnson, Mooresville Regional Office
e
60-day Processing Time: 1/31/05 to 3/31/05.
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
[] Stream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
Minimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
Pond fill
Mitigation Ratios
0 Ditching
Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
Is the application consistent with pre-application meetings?
0 Cumulative impact concern
El
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed 'for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
Charlotte-Mecklenburg
WATER o?D3g7
Services
Apt
Ms. Amanda Jones
U.S. Army Corps of Engineers
151 Patton Ave., Room 143
Asheville, North Carolina 28801-5006
Subject: Addendum to Nationwide Permit Nos. 3 and 13
City of Charlotte Storm Water Services
Braeburn/Honegger Capital Improvement Project
Action ID Nos. 200430659 (NWP 3) and 200430660 (NWP 13)
DWQ No. 04-0397
Charlotte, North Carolina
Dear Ms. Jones:
y 7&05 O
R,fl?
x%
City of Charlotte Storm Water Services (CSWS) is submitting an addendum to Nationwide Permit
Nos. 3 and 13 for the Braeburn/Honegger Capital Improvement Project
(Action ID Nos. 200430659 (NWP 3) and 200430660 (NWP 13), DWQ No. 04-0397) submitted on
March 15, 2004. The project is located in Charlotte, North Carolina, south of Rama Road,
approximately one and a half miles southwest of the Independence Boulevard (Highway 74) -
Idlewild Road intersection (Attachment A-Figure 1). Previous outlet protection techniques using
cellular concrete matting were determined to be insufficient for the proposed outlets. Figures la-lc
show the previously permitted impacts to Stream A. Permitted impacts under NWP No. 3 totaled
approximately 51 linear feet of Stream A due to the installation of cellular concrete matting.
Permanent impacts under NWP No. 13 included 488 bank feet of bank stabilization along Stream A,
including 403 back feet of reshaping and 85 bank feet of cellular matting bank stabilization. Figures
2a and 2b show the revised impacts. The 31 feet of cellular concrete matting (Attachment B-Figure
1 a) has been replaced with a 48 foot rip rap apron (Attachment B-Figure 2a). The 20-foot cellular
concrete mat (Attachment B-Figure lb) has been eliminated from the plan. All impacts beyond
station 16+45 have been eliminated from the project. Total impacts under NWP 3 will now total 48
feet of rip rap (Attachment B-Figure 2a). Total impacts under NWP 13 will include 465 bank feet of
bank reshaping (Attachment B-Figure 2b). The revised impacts will result in an overall reduction in
impacts to Stream A.
If you have any questions concerning this project, don't hesitate to contact me. at ikarl Zr ci.charlotte.nc.us
or [phone]. Thank you for your attention to this matter.
Sincerely,
-7
Jarrod J. Karl
Wetland Specialist
Cc: Mr. John Dorney, NCDWQ
file
Charlotte Storm Water Services-600 East Fourth Street, Charlotte, North Carolina 28202
Phone [phone] FAX [phone]
To report drainage problems: 336-RAIN
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PROPOSED
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REFERENCE: SITE PLAN PROVIDED BY PBSJ, DATED 2004.
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Figure la. Original Impacts
AS DIRECTED BY ENGIN Braeburn/Honegger Capital Improvement Project
Charlotte, North Carolina
.? CWS Project No. 2004-0585
' PREPARED Y DATE
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Charlotte, North Carolina 28217
REFERENCE: SITE PLAN PROVIDED BY PBSI, DATED 2004.
Figure 1b. Original Impacts
Braeburn/Honegger Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2004-0585
PREPARED BY DATE CIfECI FEC
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BOTTOM
DV.NSTRM
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L3 10+00 10+20 ' ' 632 632 635 636
L3 13+60 15+32 642 646 VARIES VARIES
L3 15+63 16+85 646 647 652 VAP,IS
0 18+66 19+13 659 660 662 662
0 19+40 20+13 662 662 668 669
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AFTER GRADING, PLACE PERMANENT

\
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GRADING STATIONS TABLE, THIS SHEET.
_______ ___
h
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\
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\
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\ \ \ \ _ PROFESSIONAL c c

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DRIVEWAYS TO BE REPLACED ONLY T
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IF DAMAGED BY CONSTRUCTION OR -? \ \
AS DIRECTED BY ENGINEER. \ \ \\ `-----_ NORTH CARauNA
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1. CONTRACTOR SHALL NOTIFY AND a `.
COORDINATE ALL WATER k SEWER t
INTERRUPTIONS WITH CHARLOTTE
MECKLENBURG UTILITIES °
STATION! E9JA _ 2. EXISTING VALLEY CURB IS TO BE
STA 1313B.00IL1A)- REMOVED AND REPLACED WITH 2'-6'
STA 10400 (0) • 1 CURB AND GUTTER CIALD STD.
TO 22 LF. OF RP, RAP C A I V-nna ' 10.17A
TI SOIL PWITH ER CULD SM 20,27
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' TO NANgL A BASE RCw CF 12 C7S
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4. DRIVEWAYS ARE TO BE 0 '
k tl REPLACED WITH RESIDENTIAL DROP S
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5. THE EXISTING 72' CMP WILL BE
1--=_20 feet of Cellular Concrete PARDON ADJAEENTOTO THE 40 LF o G Q
1m Eliminated I ;I STRUCTURE AT 6700 ROCKY FALLS
Matting ROAD. THE REMAINING 40 LF
PORTION SHALL BE SEALED AT EACH i 3
END AND FILLED 111TH PRESSURIZED
mm -
GROUT. p
?? 6. CLEAR PLANTER BED WITHIN
iy ( S -
- Carolina Wetland Services
J h1 ?`5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
22 LF. OF RP RAP?CLASS I V-DITCH
PER CIM Sro 20x7 - ??- REFERENCE: SITE PLAN PROVIDED BY PBSI, DATED 2004.
7.5 FT, B•0 FT, H=8 M
MATCH EXISTING GRADE T? _A QWFOR P09TI-VE DRAINAGE. \\r
Figure 2a. Revised Impacts
J,2o,ESYI ?4y lp
f?a Braeburn/floneggerCCHpital Improvement Project
} Nl o"? F i „?„f,y Charlotte, North Carolina
,
p? ,rf G\5q?,:
CVVS Project No. 20040585
4. m? N,P••
PREPARED BY DATE CHECKED DAT w U?
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6 TAX/I331JIJ2 _ Carolina Wetland Services
DWTPHT T. CARDCN AND YALE,
NARDA S CARDCN
1035 COURT DR 5000 Nations Crossing Road, Suite 230
CD J412 PS 6,9
/
' I - TAX / 18913176 Lf •I
Charlotte, North Carolina 28217
C` ?. • I r , // / / `. , I I I ` REFERENCE: SITE PLAN PROVIDED BY PBS!, DATED 2004.
1
\ ??? ` !K // / ''• ' i Figure 2b. Revised Impacts
\d? ? , ?` f I 1- b
Braeburn/Honegger Capital Improvement Project
Charlotte, North Carolina
CVs Project No. 2004-0585
PREPARED BY DATE KED DATE
CFIE
?ca r , c v?
BH?41L'192x`! 9:;519 AA 1:1
?oF;W RTE9P
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
WETLANDS/ 401 GROUP
Mr. Jarrod Karl APR 1 9
City of Charlotte, East Fourth stormwater Services ?°?R
600
Charlotte, NC 28202 /L
Subject: Braebum/Honegger Capital Improvement Project, Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
April 13, 2004
DWQ# 04-0397
Mecklenburg County
You have our approval, in accordance with the attached conditions and those listed below, to impact 624
linear feet (If) of unnamed stream to McAlpine Creek in order to proceed with the stream enhancement/
stormwater control project in Mecklenburg County, as described in your application received by the Division of
Water Quality (DWQ) on March 16, 2004. After reviewing your application, we have determined that this
project is covered by Water Quality General Certifications Number 3376 and 3399, which can be viewed on our
web site at http://h2o.enr.state.nc.us/ncwetiands. These General Certifications allow you to use Nationwide
Permits Number 3 and 13 once they are issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations.
The above noted Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter, and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in.the attached Certification, as well as
the additional conditions listed below:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices (BMP) shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
2. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manual). The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned; or leased borrow pits associated with project.
It Carolina ?F
,Akitura!!J NC'DEN:;,
Alan W. FMmeL P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
(9191733-1796 (nhanel. 919-733-6993 (fax). (httw h2a enr.state.nc.uc neivetlandc)
Page 2
3. Sediment and erosion control measures should not be placed in wetlands or waters. However, if
placement of sediment and erosion control devices in wetlands and waters is unavoidable, the devices
shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certificate of Completion form.
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 of the date that you receive this letter. To ask for 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, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/aj
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Braeburn / Hone22er
Project Number, 04 0397
Recvd From, APP
Received Date 3/16/04 Recvd By Region 3/22/2004
Project Type to improve stormwater infrastructure
Alan Johnson
RPx GlPasnn
County Mecklenburg
County2
Region Mooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 3 Stream; O Y O N F- F11-137-9 r C ? 30,834. ? 51.00
F13 ,Stream;. P-7 _@)N , r??-? 30,834. F__ :..573.00
F--F-- O Y O N ???__F__r__
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y (0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y * N Recommendation: *Issue o Issue/Coed O Deny
Provided by Region: Latitude (ddmmss) 350904 Longitude (ddmmss) 804604
Comments:
Staff visited the site on March 25, 2004. Applicant requests approval to impact in excess of 500
linear ft of stream bank for stabization imposes. The stream is located in a well established
Charlotte residential neighborhood. The channel is well incised and show signs of excessive erosion
due to stormwater surges. Mostly soft impacts/bank reshaping Of proposed along the channel. Hard
impacts are imposed at: 1301 Charter place- cellular concrete mat is imposed at this point due to
protect , a severe bend in the stream and at the upper/lower end of the culvert where Rocky Falls
Road crosses the stream. At this point, 335 ft. of pipe is to be replaced and upgraded.
cc: Regional Office
Central Office Page Number 1
O? W A T?
? Michael F. Easley, Governor
Oa
QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
7 Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality

April 13, 2004
DWQ# 04-0397
Mecklenburg County
Mr. Jarrod Karl
City of Charlotte, Stormwater Services
600 East Fourth St.
Charlotte, NC 28202
Subject: Braeburn/Honegger Capital Improvement Project, Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Karl:
You have our approval, in accordance with the attached conditions and those listed below, to impact 624
linear feet (If) of unnamed stream to McAlpine Creek in order to proceed with the stream enhancement/
stormwater control project in Mecklenburg County, as described in your application received by the Division of
Water Quality (DWQ) on March 16, 2004. After reviewing your application, we have determined that this
project is covered by Water Quality General Certifications Number 3376 and 3399, which can be viewed on our
web site at http://h2o.enr.state.nc.us/ncwetlands. These General Certifications allow you to use Nationwide
Permits Number 3 and 13 once they are issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed
regulations.'
The above noted Certifications will expire when the associated 404 permits expire unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
For this approval to be valid, you must follow the conditions listed in the attached Certification, as well as
the additional conditions listed below:
1. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices (BMP) shall be performed so that no violations of state water quality standards,
statutes, or rules occur.
2. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual (the Manual). The measures shall be
maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-
owned or leased borrow pits associated with project.
None hCarolina
)17AM71ly C MR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn://h2o.enr.state.nc.us/ncwctlands)
Customer Service #: 1-877-623-6748
Page 2
3. Sediment and erosion control measures should not be placed in wetlands or waters. However, if
placement of sediment and erosion control devices in wetlands and waters is unavoidable, the devices
shall be removed and the natural grade restored within six months of the date the Division of Land
Resources has released the project.
4. Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the 401 Certification has been completed.
The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC
Division of Water Quality. Please send photographs upstream and downstream of each culvert site to
document correct installation along with the Certificate of Completion form.
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 of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 1506 of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Alan Johnson in the Mooresville Regional Office at 704-663-1699
or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AJ/ai
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Wetlands Unit - Cyndi Karoly
Central Files
File Copy
Greg Antemann - Carolina Wetland Services
MEMORANDUM
TO: John Dorney Regional Contact: Alan Johnson
Non-Discharge Branch WQ Supervisor: Rex Gleason
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name IBraeburn / Honegger County Mecklenburg
Project Number 04 0397 County2
Recvd From 'APP Region Mooresville
Received Date 3/16/04 Recvd By Region 3/22/2004
Project Type to improve stormwater infrastructure
Certificates Stream
Permit Wetland Wetland Wetland' Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. , Req.
Stream Impacts (ft.)

*
fill r
F Stream O YO N F_ 11-137-9 F-c -r- 30,834. F- 51.00 623.00
;
13 tream' PT ©N F_F_F_F_30,834. r- 573.00 r- F_
F_Ir- O Y _0N F_Ir 1 r-_F_F_Ir ? I r-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y QQ N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y * N Recommendation: pQ Issue O Issue/Cond O Deny
Provided by Region
Latitude (ddmmss) 350904 Longitude (ddmmss) 804604
Comments:
Staff visited the site on March 25, 2004. Applicant requests approval to impact in excess of 500
linear ft of stream bank for stabization purposes. The stream is located in a well established
Charlotte residential neighborhood. The channel is well incised and show signs of excessive erosion
due to stormwater surges. Mostly soft impacts/bank reshaping if proposed along the channel. Hard
jmpacts are imposed at: 1301 Charter place. cellular concrete mat is proposed at this point due to
protect a severe bend in the stream and at the upper/lower end of the culvert where Rocky Falls
Road crosses the stream. At this point, 335 ft, of pipe is to be replaced and upgraded.
Recommend approval. MRO will issue
cc: Regional Office
Page
Central Office Number 1
Triage Check List F L F
Date: Project Name: t'Ge
DWQ#: O?
County:?
To: ? ARO Mike Parker ? WaRO Tom Steffens
FRO Kem_Averitte ? WiRO Noelle Lutheran
MRO Alan Johnso ? WSRO Daryl Lamb
? O Steve Mitchell
From: Telephone : (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
j El
imization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
F-1 Mitigation Ratios
El Ditching
? Are the stream and or wetland mitigation sites available and viable?
heck drawings for accuracy
application consistent with pre-application meetings?
Cumulative impact concern
Comments:
Chadotle•Mecklenbury
?:; ; Ssrufcss -v
Mr. John Dorney
North Carolina Division of Water Quality
Wetlands/401 Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
March 15, 2004
WETLANDS / 401 GROUP
Subject: Pre-Construction Notification Pursuant
to Nationwide Permit Nos. 3 and 13
City of Charlotte Storm Water Services
Braeburn/Honegger Capital Improvement Project
Charlotte, North Carolina
Dear Mr. Dorney:
MAR 1 6 2004
WATER QW 11'P(SECTVJ
City of Charlotte Storm Water Services (CSWS) is submitting a Pre-Construction
Notification pursuant to Nationwide Permit Nos. 3 and 13 for the
Braeburn/Honegger Capital Improvement Project. The project is located in
Charlotte, North Carolina, south of Rama Road, approximately one and a half miles
southwest of the Independence Boulevard (Highway 74) - Idlewild Road intersection
(Attachment A - Figure 1). The purpose of this project is to improve existing storm
water infrastructure, reduce stream bank erosion and flooding, and to prevent further
property loss. The project is proposing approximately 51 linear. feet and 573 bank
feet of impacts to an unnamed tributary to McAlpine Creek. We are sending you
seven copies of this submittal in accordance with the notification requirements for
NWP No. 13, effective March 18, 2002.
If you have any questions concerning this project, don't hesitate to contact me at
[e-mail] or [phone]. Thank you for your attention to this
matter.
Sincerely,
Jarrod J. Karl
Wetland Specialist
To report drainage problems: 336-RAIN
Carolina Wetland Services
Pre-Construction Notification Purs`u?MIOA
Nationwide Permit Nos. 3 and 13
Braeburn/Honegger Capital Improvement Project
Charlotte, North Carolina
Carolina Wetland Services Project No. 2004-0585
March 15, 2004
Prepared For:
Charlotte Storm Water Services
600 East Fourth Street
Charlotte, North Carolina 28202
[phone]
Prepared By:
Carolina Wetland Services, Inc.
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
04 52 11
1
VVE 7 x,
MAR 1 6 2004
tlwli?ATER QUALI `a ',- r ,. •te-vA
b'1_ 11 1 ' 1 "e
(7 ) 7- 77
i
5000 Nations Crossing Road, Suite 230 • Charlotte, NC 28217 • [phone] Office • [phone] Fax
?! \1 www.carolinawetiandservices.com

Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
t

1 Table of Contents
Executive Summary ............................
................................................................................................... 1
Existing Conditions ............................................................................................................................... 2
Jurisdictional Delineation .................................................................................................................. 2
Results ................................................................................................................................................ 3
Agency Correspondence ........................................................................................................................ 3
' Cultural Resources

Protected Species .
.............................................................................................................................

4
3
Purpose and Need for the Project .......................................................................................................... 4

' Avoidance and Minimization ................................................................................................................
Proposed Impacts to Jurisdictional Waters ................................................................................
............ 4
4
Compensatory Mitigation ...................................................................................................................... 5

List of Attachments
Attachment A - Figure 1. USGS Site Location Map
' Attachment A - Figure 2. NRCS Soil Survey
Attachment A - Figure 3. Approximate Jurisdictional Boundary Field Map
Attachment B - Request for Jurisdictional Determination
' Attachment C - Pre-Construction Notification Application - Nationwide Permit Nos. 3 and 13
Attachment D - Routine On-Site Data Form
Attachment E - NCDWQ Stream Classification Forms
' Attachment F - USACE Stream Quality Assessment Worksheets
Attachment G - Representative Photographs
Attachment H - Agency Correspondence
' Attachment I - Figure 4a - 4c. Proposed Impacts

Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 20040585
I I

I
I
Executive Summary
The Braeburn/Honegger Capital Improvement Project is located in Charlotte, North Carolina,
south of Rama Road, approximately one and a half miles southwest of the Independence
Boulevard (Highway 74) - Idlewild Road intersection (Attachment A - Figure 1). The purpose
of this project is to improve existing storm water infrastructure, reduce stream bank erosion and
flooding, and to prevent further property loss. Charlotte Storm Water Services (CSWS) has
contracted Carolina Wetland Services, Inc. (CWS) to provide permitting services for this project.
The results of the on-site field investigations conducted by CWS indicate that there is one
jurisdictional stream channel (Stream A) located within the project limits
(Attachment A - Figure 3). On behalf of CSWS, CWS is requesting written verification of the
location and size of these on-site jurisdictional features (Attachment B). Unavoidable impacts
,under NWP No. 3 will total approximately 51 linear feet of Stream A. Permanent impacts under
NWP No. 13 include 573 bank feet of bank stabilization along Stream A. On behalf of CSWS,
CWS is submitting a Pre-Construction Notification application with attachments in accordance
with Nationwide Permit General Condition No. 13, and pursuant to Nationwide Permit Nos. 3
and 13 and WQC# 3376 and 3353 (Attachment C).
1
E

I

BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 20040585
Existing Conditions
The Braeburn/Honegger Capital Improvement Project is located in Charlotte, North Carolina,
south of Rama Road, approximately one and a half miles southwest of the Independence
Boulevard (Highway 74) - Idlewild Road Intersection (Attachment A - Figure 1). The purpose
of this project is to improve existing storm water infrastructure, reduce stream bank erosion and
flooding, and to prevent further property loss. Charlotte Storm Water Services (CSWS) has
contracted Carolina Wetland Services, Inc. (CWS) to provide permitting services for this project.
The land usages surrounding the project area consist of residential and industrial and include
developed and small wooded areas. Dominant vegetation includes red maple (Acer rubrum), red
elm (Ulmus rubra), and tulip popular (Liriodendron tulipifera). Herbaceous ground cover includes
patches of monkey grass (Liriope sp.), English ivy (Hedera helix), and poison ivy
(Toxicodendron radicans). According to the Soil Survey of Mecklenburg County, on-site soils
consist of Cecil urban land complex, 2 to 8 percent slopes (CuB). This soil type is well-drained and
exhibits moderate permeability and medium water capacity.
Jurisdictional Delineation
On November 10, 2000, and March 8, 2004, CWS's Gregg Antemann, PWS and Kip Kerecman
investigated on-site jurisdictional waters of the U.S.' using the U.S. Army Corps of Engineers
(USACE) Routine On-Site Determination Method. This method is defined in the 1987 Corps of
Engineers Wetlands Delineation Manual 2 No wetland areas were identified within the project
limits. A Routine On-Site Data Form representative of on-site non jurisdictional upland areas has
been included as Attachment C. Jurisdictional waters of the U.S. were classified according to
recent North Carolina Division of Water Quality (NCDWQ)3 and USACE guidance. NCDWQ
Stream Classification and USACE Stream Quality Assessment Worksheets for Stream A and
non jurisdictional Channel B are included as Attachments E and F.
"Jurisdictional waters of the U.S."includes essentially all surface waters such as: all navigable waters and their tributaries, all
interstate waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
'North Carolina Division of Water Quality Stream Classification Method. Version 2.0. 1999.
2
BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
Results
The results of the on-site field investigation indicate that there is one jurisdictional stream channel
(Stream A) and one non jurisdictional channel (Channel B) located within the project limits
(Attachment A - Figure 3). On-Site waters are unnamed tributaries to McAlpine Creek. McAlpine
Creek is part of the Catawba River basin (HU# 03050103)4 and is classified as "Class C" waters by
the NCDWQ.
Stream A flows out of a pipe approximately 700 feet east of Red Coat Drive and continues for
approximately 2,075 linear until it flows under Rocky Falls Road (Attachment E - Photograph A).
Portions of Stream A were straightened through man-made retaining wall structures built in the
past. Stream A was evaluated to be Perennial. Stream A exhibited moderately developed
riffle-pool sequences, moderate sinuosity, and recent alluvial deposits. Biological sampling within
,Stream A indicated a weak presence of benthic macroinvertabrates and a weak presence of crayfish
(Attachments E and F - SCP1). Stream A scored 33 out of a possible 71 points on the NCDWQ
Stream Classification Form and 49 out of a possible 100 points on the USACE Stream Quality
Assessment Worksheet. Photographs of Stream A are included as
Attachment G - Photographs A - C.
Non jurisdictional Channel B flows south for approximately 200 linear feet until its confluence
with Stream A. Channel B was evaluated to be non jurisdictional based on the absence of channel
substrate, a defined bed and bank, and hydric soils (Attachments E and F - SCP2). Channel B
scored 13.5 out of a possible 71 points on the NCDWQ Stream Classification Form and 20 out of a
possible 100 points on the USACE Stream Quality Assessment Worksheet. A Photograph of
Channel B is included as Attachment G - Photograph D.
Agency Correspondence
Cultural Resources
A letter was forwarded to the State Historic Preservation Office (SHPO) on January 19, 2001 to
determine the presence of any areas of architectural, historic, of archaeological significance that
would be affected by the project. In a letter dated April 9, 2001, the SHPO stated that they "have
conducted a review and are aware of no historic resources which would be affected by the
project" (Attachment H).
4 "HUW' is the Hydrologic Unit Code. Hydrologic Unit Map, State of North Carolina. U.S. Geological Survey. 1974.
3
BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
Protected Species
A letter was forwarded to the North Carolina Natural Heritage Program (NCNHP) on
January 19, 2001 to determine the presence of any federally-listed or candidate endangered or
threatened species or critical habitat located within the project area. To this date no response has
been received.
Purpose and Need for the Project
Stream A conveys a large volume of water during high flow events. Several homes along the
primary conveyance system in this neighborhood experience frequent flooding. This includes
street flooding and private property flooding. Several complaints have been filed with the City
of Charlotte by residences experiencing these issues. In order to reduce the flooding problems
along this channel, culvert and channel improvements are necessary. The purpose of this project
is to improve bank stability to control stream bank erosion and flooding, and to prevent further
property loss.
Avoidance and Minimization
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. This project has limited the amount of hard stabilization to below the State
Environmental Policy Act (SEPA) Environmental Assessment threshold of 500 linear feet.
Channel improvements are necessary to stabilize severely eroded banks
' (Attachment G - Photograph Q. Natural channel design was originally considered for this
project. However, it was determined that this was not feasible due to the close proximity of
' existing homes existing structures. Proposed channel improvements include bank
reshaping/grading and the placement of cellular concrete matting along the outside of an eroded
' meander bend.
1
BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
Proposed Impacts to jurisdictional Waters
Proposed impacts under NWP No. 3 will total approximately 51 linear feet of Stream A. These
impacts will result from the placement of 51 linear feet of cellular concrete matting apron
t
associated with the culvert replacement at Rocky Falls Road. The culvert replacement proposes
pipe for pipe replacement, resulting in no additional impacts from pipe (Attachment I - Figure 4a).
These impacts are summarized in Table 4.
Proposed impacts under NWP No. 13 will total approximately 573 bank feet (bf) of Stream A.
Approximately 488 bf is the result of bank reshaping and will utilize soft stabilization through coir
matting. The remaining 85 bank feet is the result of cellular concrete matting being placed along
the outside of a meander bend (Attachment I - Figures 4b - 4c).
On behalf of CSWS, CWS is submitting a Pre-Construction Notification application with
attachments in accordance with Nationwide Permit General Condition No. 13, and pursuant to
Nationwide Permit Nos. 3 and 13 and WQC # 3376 and 3353 (Attachment C).
Table 4. Impact Description Overview.
Impact Description Length Sheet
Nos. Figure No.
Bank reshaping 488 bf 6,7 4b, 4c
Cellular Concrete
Matting: 85 bf 4,6 4c
stabilization
Cellular Concrete 51 if 7 4a
Matting: Apron
Total 573 bf under NWP 13
511f under NWP 3
Compensatory Mitigation
Construction of this project will improve water quality on a watershed scale by enhancing
channel dimension and profile. CSWS believes that this project is self-mitigating given the
decrease in sediment loading downstream and water quality improvements that will result from
construction of the project.
5
Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3_and 13 Application Proiect No 2004-0585
Attachment A - Figures 1-3
I Approximate Scale I" = 2000'
Reference: USGS 7.5 Minute Topographic Map Series, Charlotte East Quad., dated 1996.
Carolina Wetland Services Figure 1. USGS Site Location Map
5000 Nations Crossing Road, Suite 230 Braebum/Honegger Capital Improvement Project
Charlotte, North Carolina 28217 Charlotte, North Carolina
CWS Project No. 2004-0585
PREPARED BY DATE CHECKED BY DATE
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Approximate Scale 1" = 2000'
Reference: NRCS Soil Sur,•ey of Mecklenburg County, Sheet Nos. 10 and 11, dated 1980.
1 1
Carolina Wetland Services
Figure 2. NRCS Soil Survey
?I SOOO Nations Crossing Road, Suite 230 Bradbum/Honegger Capital Improvement Project
Charlotte, North Carolina 28217
? Charlotte, North Carolina
,. CWS Project No. 2004-0585

PREPARED BY '?-?r
4
~ DATE 3
/
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4. DATE
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Stream A - Perennial

NOTE: JURISDICTIONAL WATERS OF THE US WERE
APPROXIMATED IN THE FIELD BY CWS
ON NOVEMBER 10, 2000 AND MARCH 8, 2004.
JURISDICTIONAL WATERS HAVE NOT BEEN
MARKED IN THE FIELD NOR VERFIED BY THE USACE.
LEGEND
PERENNIAL CHANNEL
............ NON-JURISDICTIONAL CHANNEL
EXISTING CULVERT

35-FOOT SWIM BUFFER
*SCP1 STREAM CLASSIFICATION POINT
DATA POINT
•DP1
PHOTO LOCATION AND DIRECTION
REFERENCES: STREET, BUILDING, SWIM BUFFER AND TAX PARCEL GIS LAYERS
PROVIDED BY MECKLENBURG COUNTY, 2001 ALL OTHER LAYERS CREATED BY
CAROLINA WETLAND SERVICES, 2003.
APPROXIMATE SCALE: 1"=200'
Carolina Wetland Services
5000 Nations Crossing Road, Suite 230
Charlotte, North Carolina 28217
Braeburn/Honegger Capital Improvement Project
Figure 3. Approximate Jurisdictional Boundary Field Map
Charlotte, North Carolina
CWS Project No. 2004-0585
PREPARED BY DATE CHECKED BY DATE
KJK 03/08/04 GCA 03/08/04
Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585

Attachment B Request for Jurisdictional Determination
i
REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: March 15 2004
ct
Mecklenburg County, North Carolina TOTAL ACREAGE OF TRACT N/A linear proie
COUNTY
PROJECT NAME (if applicable) Braeburn/Hone er Ca ital Im rovement Pro ect
PROPERTY OWNER/APPLICANT (name, address and phone):
Charlotte Strom Water Services
POC: Mr. Jarrod Karl at 704 432-0966
600 East Fourth Street
Charlotte North Carolina 28202
NAME OF' CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services
POC Gregory C Antemann PWS at [phone]
' 5000 Nations Crossing Road Suite 230
Charlotte North Carolina 28217
STATUS OF PROJECT (check one):
' ( ) On-going site work for development purposes
X) Project in planning stages
(Type of project: storm drainage improvements )
' ( ) No specific development planned at present
Project already completed )
' (Type of project:
ADDITIONAL INFORMATION REQUIRED: the following first two items must be
Check items submitted - forward as much information as is available. At a minimum,
' forwarded.
(X) USGS Site Location Map (Attachment A - Figure 1)
' (X) MRCS Soil Survey (Attachment A - Figure 2) (Attachment A -Figure 3)
(X) Approximate Jurisdictional Boundary Field Map
(X) Routine On-Site Data Forms (Attachment D)
(X) NCDWQ Stream lalssi Ashes Forms Worksheet (Attachment F)
(X) USACE Stream Quality Attachment G)
(X) Representative Photographs
(X) Proposed Impact Figures (Attachment 1)
' Signature of Property Owner or
a»th h Led Agent
Jarrod J. Karl
BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No 2004-0585
Attachment C - Pre-Construction Notification Application- Nationwide
Permit Nos. 3 and 13
Office Use Only: Form Version April 2001
USAGE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
' 1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
t ® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
Nationwide Permit Nos. 3 and 13
' 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: ?
II. Applicant Information
' 1. Owner/Applicant Information
Name:City of Charlotte Storm Water Services, Contact: Mr. Jarrod J. Karl
Mailing Address: 600 East Fourth Street
' Charlotte North Carolina 28202
' Telephone Number: [phone] Fax Number:_ _ [phone]
E-mail Address: jkarl(,'a,ci.charlotte.nc.us
' 2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
' E-mail Address:
' Page 1 of 7

1
III. Project Information
1. Name of project: Braeburn/Hone er Capital Improvement Project
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Charlotte, take
Independence Blvd (US 74) heading east for approximately 5 miles and make a right onto
Idlewild Road. Idlewild Road becomes Rama Road. Continue for approximately 1.5 miles
and make a left onto Jester Lane, and then right onto Red Coat Drive.
5. Site coordinates, if available (UTM or Lat/Long): N 35° 9' 4' - W 80° 46' 4"
(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:
' The existing land use of the project area is residential.
7. Property size (acres): N/A Linear Project
t
8. Nearest body of water (stream/river/sound/ocean/lake): McAlpine Creek
9. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Stream A conveys a large volume of water
during high flow events. Several homes along the primary conveyance system in this
neighborhood experience frequent flooding. This includes street flooding and private
property flooding. Several complaints have been filed with the City of Charlotte by
residences experiencing these issues. In order to reduce the flooding problems along this
' channel, culvert and channel improvements are necessary. The purpose of this project is to
improve bank stability to control stream bank erosion and flooding and to prevent further
property loss.
11. List the type of equipment to be used to construct the project: A trackhoe and typical
' excavation equipment will be used for this project.
12. Describe the land use in the vicinity of this project: The land use surrounding the project
' area consists of residential and industrial areas and generally includes developed and small
wooded areas.

' Page 2 of 7
IV. Prior Project History
' No prior protect history is known
V. Future Project Plans
' There are no future project plans for this site.
' VI. Proposed Impacts to Waters of the United States/Waters of the State
r
1. Wetland Impacts

Wetland Impact Located within
Distance to
Site Number Type of Impact* Area of Impact
(acres) 100-year *
Floodplain Nearest Stream Type of Wetland***
(indicate on map)
( es/no) (linear feet)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 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://www.fema.gov.
*** 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: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) . Before Impact (please seci )
Stream A Cellular Concrete 51 if Unnamed Tributary to 4-6' Perennial
Mat Apron (2) McAlpine Creek
Cellular Concrete Unnamed Tributary to
'
Stream A Mat - 85 if
McAlpine Creek 4-6 Perennial
Stabilization
Stream A Stream Bank 488 bf Unnamed Tributary to 4-6' Perennial
Reshaping McAlpine Creek
* 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.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Page 3 of 7

Cumulative impacts (linear distance in feet) to all streams on site: 573 bf under NWP 13,
51 if under NWP3
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact Area of
Name
Wate Type of Waterbody
Site Number Type of Impact* Impact )
(if
applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

N/A
* List,each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
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.): N/A
' d
Propose
use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A

Size of watershed draining to pond: N/A
Expected pond surface area: N/A

VII. Impact Justification (Avoidance and Minimization)
Impacts to on-site jurisdictional waters of the U.S. have been reduced to the maximum extent
practicable. This project has limited the amount of hard stabilization to below the State
Environmental Policy Act (SEPA) Environmental Assessment threshold of 500 linear feet.
' Channel improvements are necessary to stabilize severely eroded banks
(Attachment G - Photograph Q. Natural channel design was originally considered for this
project. However, it was determined that this was not feasible due to the close proximity of
existing homes existing structures. Proposed channel improvements include bank
reshaping/grading and the placement of cellular concrete matting along the outside of an eroded
meander bend.
' Page 4 of 7
VIII. 'Mitigation
Construction of this project will improve water quality on a watershed scale by enhancing channel
dimension and profile. CSWS believes that this project is self-mitigating given the decrease in
sediment loading downstream and water quality improvements that will result from construction of
the proiect. In addition, riparian buffer enhancements will occur in areas where bank
grading/reshaping has occurred.
1. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating 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.htm. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
' 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
' Page 5 of 7

' 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.
I
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: Mecklenburg County SWIM Buffer )?
Yes ® No ? If you answered "yes", provide the following information:
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. N/A
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
Gone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, 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.
N/A
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.
Sources of nearby impervious cover include roads, driveways and rooftops. This project will
not cause an increase in the impervious coverage of the project area.
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.
Page 6 of 7
' 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.
N/A
X1II. 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
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Construction is scheduled to begin immediately following receipt of the appropriate permits.
i
1 ? ,s 6
(1
A t/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Pnae. 7 of7
BraeburrVHonegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
Attachment D - Routine On-Site Data Form
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: B ae u omegge Capital Improvement P roject Date: 11/10/00
Applicant/Owner City of Charlotte Storm Water Services County: Mecklenburg
Investigator: Gregory C. Antemann State: NC
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)?. Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DPI
If needed, explain on reverse.) I
VEGETATION
Dominant Plan Species
1. Liriodendron tulipifera Stratum
Tree Indic or
FACU Dominant Plant Species Stratum Indicator
9:
2. Ulmus rubra Tree FAC 10.
3. Acer rubrum Tree FAC 11.
4. Carpinus caroliniana Shrub FAC 12.
5. Hedera helix Herb - 13.
6. Liriope sp. Herb - 14.
7. Toxicodendron radicans Herb FAC 15.
8' Smilax rotundifolia Herb FAC 16.
Percent of Dominant Species that are OBL, FACW or FAC
83%
Remarks:
More than 50% of dominants are OBL, FACW, and/or FAC
HYDROLOGY
_ Recorded Data (Describe in remarks):
- Stream, Lake or Tide Gauge
- Aerial Photographs
- Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
_ Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
Drainage Patterns in Wetlands
Depth of Surface Water: N/A (in.) Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: >12 (in.) _ FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Wetland hydrology is not present.
n,._.. 1 ,.r^
1
1 SOILS
Map Unit Name
Cecil Urban land complex Drainage Class well drained
( Series and Phase): Field Observations
1
tllermlC T
1C Ha lndnltS Confirm Mapped Type? Yes No
i Taxonomy (Subgroup):
Profile Descri tion
Mottle Texture, Concretions,
1 Depth Matrix Color

(Munsell Moist)
i Mottle Colors
oist
(Mn ell M)
Abundance/Contrast Structure, etc.
zon
(inches) Hor
5Y 714 7.5YR 4/6 mangy/p____? - -m;nent fine sandy loam
f 0-12 B
1
1

- Histosol
_
Concretions
High Organic Content in Surface Layer in Sandy Soils
- Histic Epipedon
Organic Streaking in Sandy Soils
Sulfidic Odor Listed on Local Hydric Soils List
- Aquic Moisture Regime Listed on National Hydric Soils List
Reducing Conditions
- -
Other (Explain in Remarks)
1 _ Gleyed or Low-Chroma Colors -
Remarks:
1 Hydric soils are not Present.
'" AD DETERMINATION

Vegetation Present? Yes
c
t, Circle
No (
(Circle)
rr
:
rology Present? Yes No
No Is this Sampling Point Within a Wetland? Yes No
Present? Yes
:
1
1 Data Point represents a non-iurisdictional upland area.
1 ?

1 -
Approved by HQUSACE 2192
1
_
)•-?n PM 3/1212004
Braeburn/Honegger Capital Improvement Project March 15, 2004
' Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
}
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Attachment E - NCDWQ Stream Classification Forms

1

NCDWO Stream Classification Form SCP1- Perennial Stream A
Project Name: Braebum/Honegger CIP River Basin: Catawba River County: Union Evaluator(s): Gregg Antemann. P.W.S.
DWQ Project Number: Nearest Named Stream: -McAlpine Creek Signature(s):
Date: I1/10/00 USGS QUAD: Charlotte East Longitude: W800 46' 4"Latitude: N350 9' 54"
Location/Directions: From Charlotte, take Independence Blvd (US 74) heading east for apnroximately 5 miles and make a right onto Idlewild Road (Idlewild Road
becomes Rama Road). Continue for approximately 1.5 miles and make a left onto Jester Lane. and then right onto Red Coat Drive.
`PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form it not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used•
Primary Field Indicators: (Circle One Number Per Line)
L Geomor hold Absent Weak Moderate Strong
1) Is There A Riffle-Pool Seauence? 0 1 3
2) Is The USDA Texture In Streambed
1 S) Is There An Active -, - Relic)
Floodplain Present?

II. Hydrology Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 1 ID 3
PRIMARY,HYDROLOGYINDICATOR POINTS. 2
Woak Moderate St
1 lAre Fibrous Roots Present In Streambed? 2 1 V 0
2 Are Rooted Plants Present In Streambed? 2 1 0
Is Peri h ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3
PRIMARYBIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: (Circle One Number Per Line)
' 3) Does Topography Indicate A
Natural Drainage Way? 0 0.5 1 FTC
SECONDARY GEOMORPHOLOGY INDICATOR POINTS. 2.5
' II.'Hcie 's n' T L ` n n Absent Weak Moderate Strong
1) Is This s Year's (Or Last's) Leaflitter
Present In Streambed? 1n5. 1 0.5 0
- ---- - -- - - - -- ----- 672 1 1 c
' 4) Is Water In Channel And >48 Hrs. Since 0 0.5 1 1U5
Last Known Rain? (*NOTE.- I Ditch Indicated In #9 Above Ski This Ste And #5 Below*
5) Is There Water In Channel During Dry 0 0.5 1 1.
Conditions Or In Grown Season T?
11 Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes-1. No=O
SECONDARYHYDROLOGYINDICATOR POINTS. 8
III Biolo Absent Weak Moderate Stron

1 Are Fish resent? 0.5 1 1.5
2 Are Amphibians Present? 0.5 1 1.5
3 Are A uaticTurtles Present? 0.5 1 1.5
4 Are Crayfish Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: If Total Absence Of All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip This Step UNLESS SAY Present*)
SECONDARYBIOLOGYINDICA TOR POINTS. 1.5
TOTAL POINTS (Primary + Secondar)= 33 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)

(*NOTE: If Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Score=0*)
10) Is A 2nd Order Or Greater Channel (As Indicated
On Topo Map AndlOr In Field) Present? Yes=3 Nod?
PRIMARY GEOMORPHOLOGY INDICATOR POINTS: 13
NCDWO Stream Classification Form SCP2 - Unimportant Intermittent Stream B
Project Name: North Tryon Street Sidewalk Extension Project River Basin: Yadkin River County: Mecklenburg Evaluator(s): RGJ
DWQ Project Number: Nearest Named Stream: Mallard Creek Signature(s):
Date: 2/18/2004 USGS QUAD: Harrisburg Longitude: W80* 43'50.5" Latitude: N35° 19'29.8"
Location/Directions: Take 177 N to I- 85N. Exit at Mallard Creek Church Rd Tum left on Tron The site is approximately '/= mile on the left.
'PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgement of the evaluator, the
feature is a man-made ditch and not a modified natural stream-this rating system should not be used'
Primary Field Indicators: (Circle One Number Per Line)
1. Geomo holo Absent Weak Moderate Stron
1) Is There A Riffle Pool Seauence? 1 2 3
2) Is The USDA Texture In Streambed r,
5) Is There An Active (Or Relic)
II Hvdrolo v Absent Weak Moderate Strong
1) Is There A Groundwater
Flow/Discharge Present? 0 in 2 3
PRIMARY HYDROLOGY INDICATOR POINTS: 1
vrwe., 1. M1i.. -to Ctrnna
s u. uimu
1 Are Fibrous Roots Present In S ambed? ,..,.,..... .. ._
2
1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri h ton Present? 1 2 3
4 Are Bivalves Present? 1 2 3
1 PRIMARY BIOLOGY INDICATOR POINTS. 6
Secondary Field Indicators: (Circle One Number Per Line)
3) Does Topography Indicate A
Natural Drainage Ways 0 0? 1 1.5
SECONDARY GEOMORPHOLOGY INDICATOR POINTS. 2
11. Hvdrologv Absent Weak Moderate Strong
1) Is This Year's (Or Last's) Leaflitter
c ?s ?cwu?cm vu r?au v, .? uu> , a .u?.? -
I 1n5
3) Are Wrack Lines Present? 0 0.5
4) Is Water In Channel And >48 Hrs. Since 0 0.5 1Q 1.5
Last Known Rain? (*NOTE.- I Ditch Indicated In #9 Above ki This Ste And #5 Below*
5) Is There Water In Channel During Dry 0 I 1.5
Conditions Or In rowin Season)?
6) Are Hvdric Soils Present In Sides Of Channel (Or In Headcut)? Yes=] No=0
SECONDARY HYDROLOGY INDICATOR POINTS: 5.5
.,..1. M,vin.nfn Ctrnna
1 Are Fish Present? 0.5 l 1.5
2 Are Amphibians Present? 0.5 I I.
3 Are A uaticTurtles Present? 0.5 l 1.5
4 Are Crayfish Present? 0.5 1 1.5
5 Are Macr benthos Present? 0.5 1 1.5
6 Are Iron xi izin Bacteria/Fungus Present? 0.5 1 1,5
7 Is Filamentous Algae Presents 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly UBL Mostly me W tnosuy VAl. lvrosuy rnk.u ivrunuy VrL
(* NOTE: IJTotal Absence OjAll Plants In Streambed 2 I 0.75 0.5 0 0
' As Noted Above Skin This Step UNLESS SAV Present*)
SECONDARY BIOLOGY INDICATOR POINTS. 0
TOTAL POINTS (Primary + Secondary= 18.5 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
(*NOTE, I(Bed & Bank Caused By Ditching And WITHOUT Sinuosity Then Scare=O*)
10) Is A 2°" Order Or Greater Channel (As Indicated
On Tooo Man AndlOr In Field) Present? Yes=3 NoA
PRIMARY GEOMORPHOLOGYINDICATOR POINTS: 4

I
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4 l

Braeburn/Iionegger Capital Improvement Project March 15, 2004
{
Nationwide Permit Nos 3 and 13 Application Proiect No. 2004-058.5

i
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Attachment F - USAGE Stream Quality Assessment Worksheets
i
f
r

r

OFFICE USE ONLY: USACE AID# DWQ #
®, ; STREAM QUALITY ASSESSMENT WORKSHEET
MPerennial Stream A
' 1. Applicant's, Name: Charlotte Storm Water Services 2. Evaluator's Name: Kip Kerecman and Brenda Wichmann
3. Date of Evaluation: 3/8/2004 4. Time of Evaluation: 10:00 am
5. Name of Stream: Unnamed tributary of West McAlpine Creek 6. River Basin: Catawba River
' 7. Approximate Drainage Area: 170 acres 8. Stream Order: 1 st
9. Length of Reach Evaluated: Approximately 2,000 Feet 10. County: Mecklenburg
11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte, take Independence Blvd (US 74
heading east for approximately 5 miles and make a right onto Idlewild Road Idlewild Road becomes Rama Road. Continue for
approximately 1.5 miles and make a left onto Jester Lane, and then right onto Red Coat Drive.
12. Site Coordinates (if known): N350 9' 4" W80°46' 4"
13. Proposed Channel Work (if any): Bank grading, bank stabilization and culvert replacement
e 14. Recent Weather Conditions: no rain within 48 hours
15. Site conditions at time of visit: 50° and sunny
' 16. Identify any special waterway classifications known: Section 10 -Tidal Waters -Essential Fisheries Habitat
Trout Waters Outstanding Resource Waters Nutrient Sensitive Waters Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YE NO 19. Does channel appear on USDA Soil Survey? ES NO
.20. Estimated Watershed Land Use: 80 % Residential 5 % Commercial 5 % Industrial _% Agricultural
5 % Forested _% Cleared / Logged 5 % Other (School )
21. Bankfull Width: 4-6 Feet 22. Bank Height (from bed to top of bank): 3-4 Feet
23. Channel slope down center of stream: -Flat (0 to 2%) X _Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
24. Channel Sinuosity: -Straight -Occasional Bends X Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the
' range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in
the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g.,
the stream flows 'from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used
' to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 49 Comments:
' Evaluator's Signature Date
This channel evaluation orm rs intended to be used only as a guide to assist landowners a A environmental professionals in
gathering the data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
' stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not.imply a
particular mitigation ratio or requirement. Form subject to change - version 05/03. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
Unun ortaut Intermittent Stream A
ECOREG ION POINT RANGE SCORE
CHARACTERISTICS Coastal Piedmont =Mountain
Presence of flow / persistent pools in stream 0-5 0-4 0-5 2
l (no flow or saturation = 0; strong flow = max points)
Evidence of past human alteration 0-6 0-5 0- 5 2
2 (extensive alteration = 0; no alteration = max points)
Riparian zone 0-6 0-4 0-5 1
3
(no buffer -= 0; contiguous, wide buffer = max points)
Evidence of nutrient or chemical discharges 0-5 0-4 0-4 2
4 (extensive discharges = 0; no discharges - max points)
Groundwater discharge 0-3 0-4 0-4 2
d (no discharge = 0; springs, seeps, wetlands, etc. = max points)
J
?. Presence of adjacent floodplain
0-4
0-4
0-2
1
6 (no floodplain = 0; extensive floodplain max points)
w Entrenchment / floodplain access 0_ 5 0_ 4 p- 2 2
(deeply entrenched = 0: frequent flooding = max points)
Presence of adjacent wetlands 0-6 0-4 0-2 0
S (no wetlands = 0; large adjacent wetlands = max points)
Channel sinuosity 0-5 0-4 0-3 3
9 (extensive channelization = 0; natural meander = max points) _ __
Sediment input T
0_ 5 0_ 4 0- 4 3
10 (extensive deposition= 0; little or no sediment =max points)
Size ?& diversity of channel bed substrate v 0-4 0-5
4
1 I (fine, homogenous = 0; large, diverse sizes = max points)
Evidence of channel incision or widening 0- 5 0-4 0 - 5 2
r, 12 (deeply incised = 0; stable bed S: bgnl:s - max points)
Presence of major bank failures 0- 5 0- 5 0-5 3
13 (severe erosion = 0; no erosion, stable banks = max points)
Root depth and density on bathes 0-3 0-4 0-5 4
14 (no visible roots = 0; dense roots throughout = max points)
n
Impact by agriculture or livestock production
0 5
0_ 4
0 -- 5
4
15 (substantial impact =0; no evidence = max points)
Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 3
16 (no riffles/ripples or pools = 0, well-developed = mar points)
Habitat complexity 0_ 6 0-6 0-6 3
E- 17 (little or no habitat = 0; frequent, varied habitats = max points)
Canopy coverage over streambed 0-5 0-5 0- 5 2
d t 8 (no shading vegetation = 0; continuous canopy = max points)
Substrate embeddedness NA* 0-4 0-4 3
19 (deeply embedded = 0; loose structure = max)
Presence of stream invertebrates 0-4 0-5 0- 5 3
20 (no evidence = 0; common, numerous types = max points)
Presence of amphibians 0_ 4 0- 4 0- 4 0
1 (no evidence - 0; common, numerous types = max points)
!-+ Presence of fish 0-4 0-4 0-4 0
22
no evidence = 0; common, numerous types = max points)
Evidence of wildlife use
0-6
0-5
0-5
0
F23 (no evidence- 0; abundant evidence = max points)
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 49
* These characteristics are not assessed in coastal streams.
2

... ..... ...
..... ..... .......... . ....... ................
OFFICE USE ONLY USACE AID# DWQ #
1112114 ` STREAM QUALITY ASSESSMENT WORKSHEET
vr??J Non-jurisdictional Channel B
9. Length of Reach Evaluated: Approximately 2001f. 10. County: Mecklenburg
' 11. Location of reach under evaluation (include nearby roads and landmarks): From Charlotte take Independence Blvd (US 74)
heading east for approximately 5 miles and make a right onto Idlewild Road Idlewild Road becomes Rama Road Continue for
approximately 1.5 miles and make a left onto Jester Lane and then right onto Red Coat Drive
12.S ite Coordinates (if known): N350 9'4" W80°46' 4"
13. Proposed Channel Work (if any):
14. Recent Weather Conditions: no rain within 48 hours
15. Site conditions at time of visit: 50° and sunny
16. Identify any special waterway classifications known: -Section 10 -Tidal Waters -Essential Fisheries Habitat
' -Trout Waters -Outstanding Resource Waters _ Nutrient Sensitive Waters -Water Supply Watershed (I-IV)
17. Is there a pond or lake located upstream of the evaluation point? YES NO If yes, estimate the water surface area: N/A
18. Does channel appear on USGS quad map? YES 19. Does channel appear on USDA Soil Survey? YE NO
20. Estimated Watershed Land Use: 90 % Residential _% Commercial _% Industrial _% Agricultural
' 10 % Forested _% Cleared / Logged _% Other ( )
21. Bankfull Width: 2 Feet 22. Bank Height (from bed to top of bank): 2-3 Feet
23. Channel slope down center of stream: -Flat (0 to 2%) X Gentle (2 to 4%) -Moderate (4 to 10%) -Steep (>10%)
' 24. Channel Sinuosity: X Straight _Occasional Bends -Frequent Meander -Very Sinuous -Braided Channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain,
vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to each characteristic within the
' range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should
reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in
the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g.,
the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used
' to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 20 Comments:
r

i
' Evaluator's Signature Date 3-7//00X
This channel evaluation form . intended to be used only as a guide to assist landowners and environmental professionals in
gathering the ',data required by the United States Army Corps of Engineers in order to make a preliminary assessment of
' stream quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 05103. To Comment, please call 919-876-8441 x 26.
1. Applicant's Name: Charlotte Storm Water Services 2. Evaluator's Name: Kin Kerecman and Brenda Wichmann
3. Date of Evaluation: 3/8/2004 4. Time of Evaluation: 10:30 am
5. Name of Stream: Unnamed tributary of West McAlpine Creek 6. River Basin: Catawba River
7. Approximate Drainage Area: 10 acres 8. Stream Order: 1 st

ASSESSMENT WORKSHEET '
STREAM QUALITY
A
7
Unimportant Intermittent Stream
ECOREGION POINT RAN TSCORE
1
CHARACTERISTICS Coastal Piedmont Mountain '

0-4
Presence of flow / persistent pools in stream 0-5
oints)
ax
=
0-5
1
p
m
l (no flow or saturation= 0; strong flow
0-5
tion 0-6 -5 0-5 - 5 1
Evidence of past human altera
oints)
n = cnax PO
i
o
(extensive. alteration = 0: no alterat
0-4 0 -5 3
0 6
Riparian zone
wide buffer = max Points)
2
3 (no buffer = 0; contiguous,
0-5 p-4
hemical discharges 0-4
Evidence of nutrient or c
discharges = 0; no discharges = max points)
i
4 0 4 1
ve
(extens
0-3 0 4
Groundwater discharge
oints)
= max p
5
I
(no discharge = 0; springs, seeps, wetlands, etc.
t floodplain 0-4 0-4 0 0
U Presence of adlacen
U1 6 (no floodplain = 0, extensive floodplain = max points) 0 - 4 0-2
Entrenchment / floodplain access 0-5
2
(deeply entrenched = 0; frequent flooding = rnax points)
0-4 0-2
Presence of adjacent wetlan s
djacent wetlands = max points) -
8 (no wetlands = 0; large a

Channel sinuosity
natural meander = max points)
= 0 0-5
9 ;
(extensive channelization 0-5
10 Sediment input
= 0; little or no sediment - max points)
i
i
on
t
(extensive depos
Size CC diversity of channel bed substrate
sizes - max points) NAB"
11 (fine, homogenous = 0. huge, diverse
Evidence ofchannel incision or widening 0-5
12 (deeply incis'e'd = 0; stable bed & banks = max Points)

tr l
h Presence of major bank failures

stable banks = max points)
erosion 0-5
,
(severe sion = 0; no
ero
Root depth and density on bank
t = max points
h
0 - 3
d 14
ou
(no visible roots = 0; dense roots throug
or livestock production
0_5
1 Impact by agriculture
act =0; no evidence = max points)
l im
i
p
a
(substant
of riffle-poollripple-pool complexes 0-3
16 Presence
(no riffles;ripplcs or pools - 0; well-developed = max points)

17 Habitat complexity

varied habitats =mix points)
frequent
t = 0 0-6
,
;
(little or no habita
e over streambed
era 0-5
CYO
18
d g
Canopy cov
max points)
(no shading vegetation= 0; continuous canopy
Substrate embeddedness
= max) NA
19 (deeply embedded = 0; loose structure
Presence of stream invertebrates
erous types = malt points) 0-4
20 (no evidence = 0; cornrnon, num 4
Presence of amphibians
erous types =rnax points)
0-
(no evidence = 0; common, num 0-4
C 22 Presence of fish
common. numerous types - max Points)
idence = 0

M (no ev
Evidence of wildlife use
= max points} 0-6
23
(no evidence = 0; abundant evidence
100
Total Points Possible
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
0-4 0-3
0-4 0-4
0-4 0--5
0-4 0-5
0-5 0-5.
0-4 0-5
0-4 0-5
0-5 0-6
0-6 0 -6
0-5 0-5
0-4 0-4
0-5 0-5
0-4 0-4
0-4 0-4
0-5 0-5
100 100
0 '
0
0
1
1
1
0
0
4
0
3 ¦
0p
¦
00
0 ¦
20
I
l i
1
f Braeburri/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos 3 and 13 Application Project No. 2004-0585
j
I
' Attachment G - Representative Photographs
I
1
1
1 .
1 r
i
1
i' Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No. 2004-0585
Photograph A. View of Perennial Stream A
Photograph B. View of Perennial Stream A
Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Project No 2004-0585
i
ii
Braeburn/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Proiect No. 20040585
i
1
i
1 ,
i
1
1 ?
1
f
Attachment H - Agency Correspondence
1
3
1
1
1 t ? .
1
r?)
North Carolina Department of Cultural Resources
State Historic Preservation -Office
David L. S. Brook, Administrator Division of Archives and History
' Michael F. Easley, Governor Jeffrey J. Crow, Director
Lisbeth C. Evans, Secretary April 9, 2001
' Gregory C. Antemann, PWS
Carolina Wetland Services
' 4116 Applegate Rd.
Charlotte, NC 28209
Re: Proposed Breaburn/Honegger Drive, Storm Water Services, Capital Improvement Project
Number 671-00-011, CWS Project No. 2000-0110, Charlotte, Mecklenburg County, ER 01-8607
' Dear Mr. Antemann:
Thank you for your letter of January 19, 2001, concerning the above project.
' Thank you for plotting the project area on the USGS map section. In the future, it would assist us if the
exact project, such as the stream channel, was marked within the area boundaries. resent ' There are no known archaeological sites within proposed project
may be eour
for inclusion
knowledge of the area, it is unlikely that any archaeological
in the National Register of Historic Places, will be affected by the pre lion with this pro e therefore construction. e, ' recommend that no archaeological investigation be conducted
connection
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, Environmental Review Coordinator, at 919/733-4763.
' Sincerely,
VAk?A r
Tavid Brook
' Deputy State Historic Preservation Officer
DB:kgc
Telephone/Fax
Location Mailing Address Telephone/Fax [phone]
Restoration 507 515 N N.. Blount Blount St, St, Raleigh, Raleigh, NC NC 4617 Mail Service Center, Raleigh 27699-4617 () 733-474763 63 ••715-4801
Administration 4613 Mail Service Center, Raleigh 27699-4613 919) 733-
' 919 733-4763 •715-4801
515 N. Blount St, Raleigh, NC 4618 Mail Service Center, Raleigh 27699-4618 )
Survey & Planning
Braebum/Honegger Capital Improvement Project March 15, 2004
Nationwide Permit Nos. 3 and 13 Application Protect No. 2004-0585
Attachment I - Proposed Impacts (Figures 4a- 4c)
0
0-,
B
e
e

t
PROPOSED
SA1VI TAR Y SE TV ED
-' 650
EXIST. 9
INV. 62
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650
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21 F
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AuRM A ALPCRd CONIRACTOR SNORE
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REFERENCE: SITE PLAN PROVIDED BY PDSJ, DATED 2004.
DAMAGED DRIVEWAYS TO BE REP
IF BY CCMST
If
AS DIRECTED BY ENGIN
Tb hure 4a. Proposed Impacts

BraeburnlHoneb;er Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2004-0585
U
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T, PROFESSONAL
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NORTH CAROLINA
TEMPORARY PERMIT NO. T-2613
EXPIRATION: MARCH 31. 2004
DATE
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6711 RC9lr FALLS RD.
GRAD!NQ TABLE

LIP:E
STARTING
STA (FT)
ENDING
STA (FT) CHANNEL
BOTTOM
D144STRM
(FT) CHANNLL
BOTTDII
UPSTRN
(FT) TOP OF BANK

04',MSTRN
(FT) TOP OF BANK

UPSTRIA
(FT)
LI 9+72 10+00 622.5 622.5 634 634
L3 10+00 10+20 632 632 636 636
L3 13+60 15+32 642 645 VARIES VARIES
L3 15+63 15+85 646 647 652 VARIES
LJ 16+66 19+13 659 660 662 662
L] 19+40 20+13 662 652 668 6E9
\\ \\\ ?\\ eo0aA wra Nom.
?. DRIVEWAYS TO BE REPLACED ONLY
\ \ \ \ )" IF DAMAGED BY CONSTRUCTION OR
\ \\ /\? 1 AS DIRECTED BY ENGINEER.
\
\ \ \ \ `vU1E5 A. DAP.RUS AND MAE. C,
\ \ 1135 pfAgRR PL 1? \
.' D8 490, PG 330 `k'0 s \°` \\\ \ \ 1 \ l\ \. ` D.AII65, T;. 696 ?f"\ G?
•y
TAX 1691- I \ \ `? \
- - ? r? -? -__\? ? ?v Aw \ 4 V A ? V A I 1 vV A A .v v A '.A/ 169IJ;u /
?1u p \ \ \ \ \ \ \ 5 `\
-____--
6721
?p[ ?\ ?? V??C,j'. AV\ ? `111. \\'I 1 ? \ V ? ?V v 1JeS ? >???t?:
12 BANK FEET OF
,1' , \ \\ b \\ \ \ 2?? \ \ \ Q \ \ \
s I'? \ ?• V V 'r `? v 1. GRADE BANKS AT 1? : 1 SLOPE
?? ??'- `, \ \\ \\ ?? \ \? ?\ \ \\ `\I \ \ \\? AFTER GRADING, PLACE PERMANENT _ BANK RESHAPING _
??_' / - \`\ \ t,`y\ ?? \\ \?\ \ \ ` \\\ \`\ // \ x CHANNEL LINER AND SEED. SEE - _ )
--- - - - - \\\ R4\ \J'A\ tyo \ \ \ ?p \ \ rl1 \ \x\ \`\ GRADING STATIONS TABLE, THIS SHEET. - NWP NO. 13
OVA v? ea
2.ALLCHANNELGRADING --
,LL BE _ CONTINUE ON FIGURE 4C
CAPYD &EN Ar'D IwrC \\\\ `?S \ \ r• \'T `? \ '? !? \\ CONDUCTED AND PAID FOR AS
1ort.c'a1Rr D¢ \ \ ,\,b\ \ ?\ j'- \ / ` ?! \ \ PART OF COMPREHENSIVE GRADING.
DS 7J99, PC 169
IrAX 1)991JUJ \ \ss f\ \ \\\ Yanl\ \ \ \`\ \ 1 ee r=' I / / / / N-ti'..°
P \' E105NIC 70P 1 p 'b. f o 1` /y` / \ \ - - ,.r' r `
1011 / \EwS11N TO
µy ?1r1 1+? \ \ \ ?% 1 )? / / p COMPREHENSIVE
BANII` \ \ \? YJe' ar f)F 6AYK
\ \ \ 'A, \ \S \ t 0 e 0 \ \ x\ `? "8{ E_ o '?
GRADING
L
sP-1.23
V A? A A_\A °\ V \ F?1 '? `? 'r? A A A.'V ??' ^r DETAILS 4 k 5
- - --- - - - - - - - -
., , b,?I/' ? h 'G--Af ?? a / aw'd_\?_ __ --_ 1??,(?d? t i/' S5 II /?
? ?'
\ 0 \ IJ4 o F? -r arx - ?t~ /
-22
, - -___ \ ? Tay ? ?IJi SO \ ? ? ??aA^'; Z- ? 15?' 1 ;
38 BANK FEET OF
BANK RESHAPING x
-??
%
a
NWP NO. 13
--------- - W
CONTINUED ON FIGURE 4C_ 1
?lm„j? 6RADI JQ l < / ,// DI L °?
' LL m
wLr R S.RDp AD WE
/ /- DCRIs BROCx .ACefRr AIARN ADCOCA' AI/O SDUSf.
/ .. o V M1
d r \ 177 BANK FEET OF /
_ \RE:HAPEk[piN SwAIE W y DOROMY ROGERS/DCJCA'
_r
? 0 ?- O
1019 49 J ` ? ?ZY ---/// ?- _ _ `? A?
DR 5M>, PG 49b -? Y6TA CMILq-AR CONCRETE ? ? / 2
l / rAx f 15913,24 / \ NAT TO E MATCH EkIS11N0 / 1 „' \-?' ee ! I12J CDU?r DR. n R V
°
FAL£S W3ATPCH TO?? ° of 6 RE FZoI V BANKRESHAPING / ;A65?91j,10
DITCH AND NAILH r0 \ \? . I I REfUCF? `? -- / , 9S ./?'?m.? _
/ LG19 ll U NAT. a ?\ -- "" NWP NO. 13 w
I SEE D:T,NIS 6, 6 k 9 ` . r 1 (PRE.,avc DECK)
7 -- ON SNEE7 ]A _ I \ I b`va I
SP-1 k SP-4: ? _
Carolina Wetland Services
X ?- REPLACE "D LF? v. (vr a? ;; ; ; 1 ?
OF IS ONE P1 1A
I60 Lr of Pc 5000 Nations Crossin- Road Suite 230
? TIP I % I?\J 1 b
f ----- ; -?? °? - - -? P = -- `? -- i Charlotte, North Carolina 28217
/ AA / / JADES A siENNW« AND NiFC, [n5^66j' ??" \ \ \ / 1 I r? / r
/ // elARM4I $ICNNDVSE A° \ ° 4 ?\ \ \
/' /, 1071C DR. \ ?\ \ / r REFERENCE: SITE PLAN PROVIDED BY PBSJ, DATED 2004+
/ J DD 6 5a 15.A PC 541 \ \ \ / I f
FAX/iB9111J5
1027,-
/ I D D61C9F T. CAFOGLWD W E> D. SCOT( AREylaJrY ?o ISIPQ ?` ANB A- BERI AND WE. MLLE
MARCIAI CAR.DCN \ \ ELLEN P. uIfLHANEI' %\? DVJRI BERT l
R ZZ'PC 6R: A? / lOn rouRr na nor OCURT DR. ,
D 3422 VC 619 D9 11117, PG JJ6 Ds, 6326, 16, P GC 618
SAX / 199HSL6 ------ - fAx j 1591JIJ7 / 'x / 1691JIJ6
not
A o / JD35 - \ 1063

°
Figure 4b. Proposed Impacts
Braeburn/Hone;ger Capital Improvement Project
Charlotte, North Carolina
CWS Project No. 2004-0585
PREPfcs REDlZ3? BY DAT CHECKED DAT
o4 Gc? Js/cy
yI
H?
APPROXIMATE SCALE: 1 "= 45'
,A' ? I I 1 ' I 1 I v v
i 111 / l I ? I t 1 A - 1 RP?
// 1111 1V I II II ? 1\ \\ \\ vv IAA ? U?..
,/ 111 ?\ l II 11 I \ \ \\ __
1
1 CRARTER PLACE \\ - ===_=_=-___?\-___- ?g m
I \
s^o:-
w
/ \\ i/ \ \\ D \ \ .moo
\?\\\ / ?.ji/ / I \ \\ 11 RICHARD D. LREEN AND SPOUSE \\ \ ?'\ \\`tl
JALLrH LREEN \ `\
/ ygie _ 5 \ \ 91 bURTCR PL `
17 \ \ tV
DB 7611. PL 799
!Ak(IH911110 \ LIARR PLANTER BED
\
VM11WI mm-API
\ \ }\SO1 \ CONSTRUCnON \ I \
?^ \\ \\ \ • \ EASEMENT \ © \\
o - / / \ - 11 I.\ ACE 900 LF. OF [CLLULAA ` \
C-R"'W'D'R1 Y;YDDD AND -E,OETAI N SHFEi u NA nroao RTEA?PL 7A NO SPa i pG ,t5 -At
317- - Ek1ST-IE JIN LINE\ 17
1FP1lONE tINF - ` - BY TO B DE R?LDC -- _ xFNNfM P BIV AdD AND wF a r n0 RI 1 fU:FR
WlJ \ - ,7 MEf,S`?__ B ` a 'I SI
LIARS - ?'?9{ 17 O 1, AR PC TER PL
/ .. X1CHAfip'N YALEDN AND W i _7 ? 1CCt _ I? F
ODfER$ ZIPS L r4I[I"-PL
OII
13 P3rNA A. 1145PV / BNfIYGAh Y
V 1!1"(.NAR IEF P(/ / i \ ??` _ _`_-=--OPJ]'UP 8iS a \ !S 4A'! B91JIC9-_
\ ---.Y14K5 G N [C?J6MIy AND 09 ]191, PC L6) CAN,! J 09
TRNF?S"NE B. AIa0DG41V? TAX / 1H9nr11
9B JI 0%-
GL / - FL 5J1
"\ 3A \ / 1691711! / / / ( \ \
- 1?9 85 BANK FEET F
?? \\ --- rE S.bOAE L1NC ELLULAR CONCRETE MAT
\v i °eE RELOCATED
T: NWP NO. 1
BY °DERS 3
LDNPF E 84 BANK FEET OF
9? I Carolina Wetland Services
? z5 BANK
k 5 I">t
DETAILS / RESHAPING
NWP NO. 13 o 5000 Nations Crossing Road, Suite 230
Charlotte North Carolina 28217
CONTINUED ON FIGURE 4B,?K
j% REFERENCE: SITE PLAN PROVIDED BY PBSJ, DATED 2004.
. ?\\`"'\???J?`?\?.?? ?.y ? ? - -- ----xi?rttj?? 'a /p ???. /" i r^ ? aw?t V? \ ? ``• a.?? \I ?/ \\ \

0
e
e
e

Figure 4c. Proposed impacts
BSj v D\ 11? _ - L - ' % 49 BANK FEET OF BANK ?R DK FWL D GE vv
?4 BraeburnlHone?„er Capital Improvement Project AND REPL,CF Witl \ \ bb
RESHAPING w, \NEW,RIDsP Charlotte North Carolina
/ °?? NWP NO. 13 \S J\? C1VSPro'cctNo.2004-0585
?-
33 BANK FEET OF BANK `-- PREPARED BY D CBEC LD DATE
vo 6c1? 3f?s(a?
10 BANK FEET OF RESHAPING ,AS '' ' S5 'f r _1 {W? JAT
BANK RESHAPING NWP NO. 13 DMPRENENg APPROXIMATE SCALE: 1 45'
' S
NWP NO. 13 SS
SET 4&5
CONTINUED ON FIGURE 4B 4soa? ° j,
E=P1 _ _ _ ? t2
O AOOQRAA R('OCR Ur9?IXl,Y. l ? ?pe3- q? 1l k ?/j /
ALBERTdPLARKY
M
D
13 cw-fr? ,v
D9 E579. P6 JS -----
]AY 1/91/140 /"\ -MISnK"i.)i -1-? - `_
NI<
Ea151ING ANTOP
ofD
k
/ A.
GRAMIG TABLE

LINE
STARTING
STA. (FT)
ENDING
STA. (FT) CHANNEL
BOTTOM
OVNSTRIA
(FT) CHANNEL
BOTTOM
UPSTRM
(FT) TOP OF BANK

DV,NSTRM
(FT) TOP OF BANK

UPSTRM
(FT)
L1 9+72 10+00 622.5 622.5. 634 634
L3 10+00 10+20 632 632 636 636
L3 13+60 15+32 642 646 VM!ES VMIES
L3 15+63 16+65 646 647 652 VARIES
L3 18+66 1913 6:9 660 662 662
L3 19+40 20+13 662 662 668 669
` ? ? m o f ¢
GRACE
A
K
AFTER GRADING, PLACE PERMANENT
\
CHANNEL LINER AND SEED. SEE
\
` ` \
_
\
\ \
--
GRADING STATIONS TABLE, THIS SHEET, \
\
-------

2. ALL CHANNEL GRADING %. LL BE
CONDUCTED AND PAID FOR AS

\ \
y \\ \\ \
\
\

PMT OF COMPREHENSIVE GRADING. \
\
\

DRIVEWAYS TO BE REPLACED ONLY \ `\
IF DAMAGED BY CONSTRUCTION OR \

AS DIRECTED BY ENGNEER.

\ S AT 11 • 1 `LOPE
B
N
_ _
- '

RACK 8 Sr.11MR. -0 nfe, / - - _ - F
SNAMJNA Hp,OkRRU,w
I= 9EARUCPE DR. I f / / DAMa JADES GRAAKANO utE, DATE ? 1l
CB 5041, PL ]SA / DOPiS SuLM?GRANI / / /' / / ?r?CxxA U KrRWNLTON DAIIB.L'. dT,Snfi?y+ _ /? I•K
7AX / 1891.111 I 1 3111 PEARDORE U4 t`9 BEARDLIKE D4 Hk Br15'nELC
?l I 93 10196. PG 187 DB 7613. PG HIO i`1 T19 BEARIIDR!\[1R
1210 ) 7A / TAY/ 1H91Ji15/ Sh1fWD 14A5 QuRK TAX )16<3147
? --_ `?___ DB ):.]l, PF 577\ ? ? \ r14
\DR PcAkuDR 5,6 01. I, 9111
212 /LIB x10vy/s e N,
TAX!1,91JN5
! \ cA Al
$'
^--- Da? 93i
119 •
\ 1 I \ I \ 11 I 1?/ / I r I - / 1-
N [? O

.G~
~ } x.t 6:' a t ~ ~ A, , { t~e, ' v~7..~ .~r~,
4 ~ r o ~ . ~ ?C ~'h . •
' ~ . ~ ~ , l: V 1,~ VENT~~ AL ~ N ~IGN~
q~~{p b • ~~„'S `§t7a.,r~.. ~l~ ~~"k<I~ w'~~' v L:.SSWy': a. ..5~ ..'t~~.. ,t4 ~ U ?.~r~,,.6 .D~' Lh 7
Cover Sheet .......................................................................................1 Pro osed Pro ert Line P P Y
Existing Property Line - - - - - _ _ _ _
2 General Notes
. ................................................................................3 3a Details Existin Structure g s
4-ll Plan & Profile . Railroad Tracks ~ a
Traffic Control Plans TC1-TC4 Pro osed Ed a of Pa
P g vement d
Erasion Control ECl-EC6 ~1 ~'ence
x x• SM Slo a Stake L'
Drainage Schedule Dl SM p ine C c
ENGINEERIN & PR P G 0 ERTY 'RTY Temporary Construction Easement e '
e d
MANAGEMENT Permanent Drainage Easement o t`L
D
Existing Gas Line G G
Existing Water Line w w
1 Existin Sani g tart' Sewer ss ss
Existing Underground Telecommunications r r
Existing Overhead Electric OE Of_
Existin Under g ground Llectrtc P p
ID~,~Ip RD Existing Underground Cable
0 TV TV
o~ y • Existing Storrn Drainage - - - - - - - - - - - -
ma ~a • • Pro osed Storm Drains a
• P ~Q~ • P g
STTE ,Existing Tree r. m» e...., a a e....,. u. w u. u.. u u s,.. a u., o..... • a.., o r. w
s Storm Draina e, Traffic Control and Erosion Contro q~ ~a do g osion Control wM t
~ ~A FaleNEw aD F. Existing Water Meter
wv t
R l ~ ~ 1~ \ ~ 1 Rp15 P ~ \ - - / ~ j , i\ \ Existing Water Valve pa
t0 ~ ~ \ 1 I r I I , ~ ` ~ ~ 1 , ~ i ~ ~ ~ GV
~ J \ / ~ ~ 1 Existing Gas Valve ~o C'` ~ , 1 , ~ ' ~ ` ~ 1 ~ ~
~ ~ ,.,`1 J ~ 1 , S , , I Y m , 1 ~ ' ~ ~ 1 , r l ~ ~ \ / Existin Sanita Sewer Manhol s
n PD ! M 51 ~ ~ J - - ~ ~ \ g ry e \ /
\ l i\ Pr s r oposed Sanitary Sewer Manhole ~ ~ ,
~ , / 1 ~ . \ ~ p Existin Stor r~
~ . ~ Y t . '~1 ~ I J ~ ~ I P ~ ~ I I , ~ I 1 1 ~ I I _ - - _ ~ g m Dram Manhole ~ -7C` -
• oposed Storm Drain Manhole ,
, ~ ~ ! I ! ! ' ~ ~ ~ ExistinQQ'I'ele hone Manhole T ~ 1 f ~ b P ...,.......u..uo,.,,.,..nnu.wuuueu.o.,.u...+,...w
- ~ 1 .y ~ , ~ ~ I J VICINITY MAP - ~ ~ _ ~ ~ ~ ` ~ Pro osed Tele h t
. ~ 1 ~ y - --1 ~ p pone Manhole
NTS ~ ~ , 1 I ~ - ~ , I 1 ~ ~ ~ ~ f ~ ~ Existin Elec E ~ g tnc Manhole ~
I ' ~ - - ~'6'~ ~ t J i ~ ~ ~ ~ • ~ ~ ~
~ , ~ ~ ~ / ~ Pro osed Electric Manhol E ~ v \ ? ~ ~ ~ ~ P e
i 1 ~ I 1 ~ 1 8 T ~ ~ 1 i ~ ~I _ ' ~
/ EY~stmg Catch Basm E ~
~ ~ '
I 1 ~ ~ _ ~ ~ I ` ~ Proposed Catch Basin / ~ ! \ ,
I I I ~ ~ / , / ~ ~ ' ~ / ~ Existing Light Pole NN.....NN...N........1....1...,....1..1......N.....1 ................1,., . l'l ~ ~ , / ? .
1 1 _ I J 1 / ~ \ / ` ~ ` /
1 ~ ~ , - ? / ~ ~ / ~ Proposed Light Pole .
- - - - - L__.n~~ ~ 1 I ~ ~ ~ , ~ \ ~ ~ ? ~ , / ~ Existing Utility Pole ~
- ~ ~ 1 r ~ ~oJ ~ T _ _ ~ ,
i I y I i ' ~ ~ . ~ ~i ~ ~ ~ ? / Gu ' y Wire ~ Q
1 ! ~
~ ' ~ ~ ~ Pro ~ ~ \ posed Utility Pole ~
~ 1 I I ~ ~ I ~ ~ / ~ Iron Pin •
- ~ ' ~ \ ~ 1
~ r ~ \ / ~ ~ ~ Existin Fire H drant ~ 1 ~ ~ ~ g y .b-
I I I ! / ~ ! I I ! I I / ~ / 1 1 ! 1 ~ 1 ~ ~ ~ /
1 i ~ ~ ~ , Proposed Fire Hydrant
~ ~ i ~ ? ~ BF~T 7 ~
1 .l al~~Par~ ~ ~ 1 I ~ , ti i ~ ~ ? ~ Existin Yard Inlet C ~ g ~ ~ / , ?C .
Iv ~ ~ ~ ~ r?~ ~ ~ ? Pro osed Yard Inlet P
1 ' , ! I I ~ / J
! I I ~ , 1 ! I I ! , /1 , 1 1 , ~ ~ ~ / ~ \"1 ' \ Tree Rem ~ oval
_ ~ , ~ ~ / , ~ / ,
~ ~ / ~ Accessible Ram ,ace ~ p Q
~ ' ~ ? , ~ ~ Tree Protection
sllnur1 b ~ 1 p . ~ ~l ~i 1 ~ ~ ~ ~ ~ ~
ORG/ /~//j _ ~ I I I i i I I I ~ 1~ ~ I ' Pro osed Guardr i
~ i I _ ~'1 - - ~ ' ' ~ 4
~ ~ - _ _ _ ) ) ~ A' 1 Pro osed ~ / p Curb & Gutter, Conc. Dave, Sidewalk
= 7 0 = S LA ' , ~ ` ' N0.293 _ , ~ - I i - - - _ ~ _ x - / r Proposed Asphalt Pavement ~,'.«:~4.
;PROFESSIONAL ; I , -I r , ~ 1 _1 ~ ! I ! I ! I ~ I i ' y,~~
' ~ . V~J ~ ~ Proposed Rip Rap Ditch ~q~
Fir A. - - I I 1 ~ , ~ , ~ ~ 0 r~~~,~
M ~~I11 Iit~1 ~ ~ I ~ ! I I , , i m III I I I _ I I I I \ ~ , ~ Proposed Asphalt Drivewa \ ~ 1 ~ ~ ~ e 1 Y ~
~ NORTH CAROLINA ~ ~ __.I_-__L_ L J_ ` ~ ~ ~ - ~ / 1 ~ ~ ~ ~ ~ Proposed Gravel
TEMPORARY PERMIT N0. T-2613 ~ I I ~ I i \
a EXPIRATION: MARCH 31, 2004 , M Proposed Pavement Removal
10 O (.j
oArE. LOCATION MAP
a
NTS , , t
~ 'J a'b~ap ./.`r~ ~l~~ 4~'su5 P~fL,bF'{u7~ T i`Y ,K1(~. ~ ..~,a• ~ . oa~Y~ ~ ¢ ~ ~ ~S d~ lr
~ r~~ , 4, fY i i ~Uq cj{ f d P. 4 ~ ~ ~ i i F ~ aCMF ~ ..et
~ . ~ ' 'y., . , C a otfe ec a bur k. ~ Contract Administration ~ ' ~t ~ ' ~ . r
Q .AJ ire ,G,. , . p' ~f f- ~ ~ w. ~µF k
a 4 Storm Water Construction M r. 3 ~n . rt . ~ , 4
N 20 20 0 60 g f 1} 9
Plan View ~ ~
'N ~ 2U Landsca a Mana ement ~ ~~g ~ ~ - , i P g ~ 20 40 60
rn 5200 77 Center Drive - Sulte 500 Horz. Profile ~ ~ . , ~ ~A ~r ~ ~ ~ ~Ka ~
ii Charlotte, North Card(no 26217 CDOT
• ? Phane; {704) 522-7275 _ _ A _ ~ _ _ _ d d R 12 ~ ~ h. s ~t
Fax; [phone] Vervrces MAR
Vert. Profile CDOT Traffic Control Y 6 200 C,
N S S 10 15 Qa
N O CMU
2002 STANDARD SPE CATIONS cross section v APPROVED
jjjjj~ jjjjj~ jjjjj~ E c Storm Water Services Project Mgr. CITY ENGINEER DATE
'a c

, bn,'.. a.>. rot ,k`
, ~ ,,y d } ^`n4w'. ~~'t . r7 i1 F4Sk', "~1 F"',~ b E *it q, . t^, ~ ~ ~ r . s n)3 . 4,
1 a~3re r ~ 1 4c s "r j tl~ , .a Q+~ml
. a1~ ~ roy ~ fw ~ '~Hry~ t ~c w „ . 3* a e ,k •Y
ss' ~ p. i ' ! ~ ~ r L ~r~s. Sµ4 S . , .
.n.~ti ~~y»n ~~d"~," "a I~ +s k' t ~ ~ ~r~ "~i ~ ~ .i ~ ~ ~a,r. ~ r ' . .r~ ,~.c,: . ~ ~ rn . ~ . ~ ~~Y. r;; ~ ` Hsu r.. < . ~ /
N .....................................NORTH NORTHING , ..........ABANDONED
WAYS AND SIDEW ABAND ............................ABANDONI ALKS: DRIVE _ EROSION. .............................ALGEBRAIC ..........ALGEBRAIC DIFFERENCE NTS ..........................NOT TO SCALE '
DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT. EROSION AND TO PREVENT SEDIMENTATION DAMAGE TO ALL ADJACENT A.D.,.. PROPOSED 1. CONTRACTOR SHALL BE REQUIRED TO MAINTAIN 0/H ............................OVER HEAD s, ..........ASPHALT .
MATCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY: MS IN ACCORDANCE WITH THE APPROPRIATE CITY AND STATE EROSION AND SEDIMENT CONTROL ASPH ..............................ASPHALT PROPERTIES AND STREA ....APPROXIMATELY OC ............................ON CENTER u
ORDINANCE. STANDING WATER WITHIN THE PROJECT LIMITS SHALL BE PREVENTED. ALL DISTURBED AREAS SHALL BE APPROX ..........................APPROXIM o CONCRETE -SIX INCH PORTLAND CEMENT CONCRETE (3600 P51). IN SECTION 610 OF STANDARD SPECIFICATIONS SEEDED-AND MULCHED AT THE DIRECTION OF THE ENGINEER. B/C .................................BACK OF o ASPHALT -SUPERPAVE AS REFERENCED ...........BACK OF CURB PAVT ........................PAVEMENT r,
A S AND STRUCTURES, JANUARY 2002. 2. EROSION CONTROL / REVEGETATION MATTING FOR PERMANENT CHANNEL LINING SHALL PRIOR TO INSTALLATION BIT ........:..........................BITUMINO! FOR RO D x ...........BITUMINOUS PC ............................POINT OF CURVATURE
o GRAVEL -SIX INCH INCIDENTAL STONE CONFORM TO SP-2, SP-3 AND SP-4 IN THE PLANS AND SHALL BE APPROVED FOR USE BY THE CITY OF CHARLOTTE BM ...................................BENCH M PRIOR TO INSTALLATION. ...........BENCH MARK PERM ........................PERMANENT gym, s "~,f„ .........,.BEARING PG ............................PAGE
CHES THICK AND SIX INCHES THICK AT DRIVEWAY CROSSINGS, AS OWN ON SHEETS ECt-EC6 OF PLANS. BRG .::..............................BEARING SIDEWALK SHALL BE FOUR IN 3. THE CONTRACTOR SHALL FOLLOW THE EROSION CONTROL ME URES AS SH ...........CATCH BASIN PL .............:..............POINT OF INT
PER CITY STD. N0. 10.22. CB ...................................CATCH ESQ C&G ................................CURES ANf ...........CURB AND GUTTER PK ............................PK NAIL SET n
DRAINAGE STRUCTURES. TRAFFIC CONTROL: CL ...................................CLEARAN( ...........CLEARANCE PP ............................POWER POLE ~
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED 8Y THE NFORESEEN CONDITIONS. FOUNDATION TRAFFIC CONTROL FOR LOCAL STREET CLOSURES DUE TO STORM DRAINAGE CROSSING CONSTRUCTION SHALL BE IN C/L FENCE .....................CHAIN LIN ...........CHAIN LINK FENCE PROP ........................PROPOSED N
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE U ALL BE AT THE DIRECTION OF THE ENGINEER, ACCORDANCE WITH THE MOST RECENT VERSION OF CITY OF CHARLOTTE WORK AREA TRAFFIC CONTROL HANDBOOK CMP ................................CORRUGA UNDERCUT SH ...........CORRUGATED MTL PIPE PSE ..........................PERM SW ESMT o ,,°c_ cnv ~ ,........CONCRETE PT ............................POINT OF TANGENCY ~ ° i ~
OLES ARE TO BE CONSTRUCTED IN ALL DRAINAGE STRUCTURES.. WEEPHOLES SHOULD BE (W.A.T.C.H). STREET CLOSURES SHALL BE LIMITED TO THE MINIMUM TIME REQUIRED TO INSTALL DRAINAGE STRUCTURES. CONC ..............................CONCRETE WEEPH ~ ONN ...........CONSTRUCTION PVL ..........................POINT OF VERT INT o ~ ~ N
' W TH A MINIMUM OF i WEEPHOLE PER WAIL WEEPHOLES ARE TO BE COVERED INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL DWELLINGS AFFECTED BY THE PROJECT. SPECIAL ATTENTION SHALL ON 8 CENTER I FRE HYDRANTS. NOTIFY JEFF McSWAIN WITH COOT PRIOR TO ANY STREET CLOSINGS. SEE SHEETS TC1-TC4. CONST .............................CONSTRUE ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF FILTER FABRIC AND FILLED W/~78 BE GIVEN TO I DB ...................................DEED BO( O p N ...........DEED BOOK PUE ..........................PERM UTILITY ESMT ~ 0
STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK. NETS MANHOLES ANO ...........DOUBLE CATCH BASIN r ...............................RADIUS b 3 Z °n ~
ER TO THE CENTER OF DROP I L DCB .................................DOUBLE f STATIONS, OFFSETS AND ELEVATIONS REF PROPOSED CURB EL NATIONS. JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS, ALL PIPES SHALL BE RCP DI ....................................DROP INL .....DROP INLET RT ..............................RIGHT di ..o ~..o Y i0 N1 0
CLASS III, UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED, THE PAVEMENT AND CURB ELEVATIONS ON THIS PROJECT SHALL MATCH EXISTING DIA ..................................DIAMETER vt c ...........DIAMETER RCP ..........................REINFORCED CONC PIPE RELOC ......................RELOCATE ~ °o'~sL n
CONDITIONS OR SHALL BE FIELD ADJUSTED AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL BE DIP ..................................DUCTILE I ..........,DUCTILE IRON PIPE N N U LL 4. ............DRIVEWAY R/W ..........................RIGHT OF WAY ~!y
UTILITIES: RESPONSIBLE FOR ADJUSTMENT OF CURB ELEVATIONS DURING CONSTRUCTION TO ENSURE PROPER LONGITUDINAL DW ...................................DRIVEWAI ............DIMENSION S ...............................SOUTH
THE CITY WILL NOT BE HELD GRADE FOR DRAINAGE ALONG THE PROPOSED CURB LINES. CONTRACTOR SHALL RETAIN EXISTING PAVEMENT DIM ..................................DIMENSI01 UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. FOR UNLESS OTHERWISE NOTED. TOR RAIN ~ ............EAST/FASTING SD ............................S M D
PONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZE, DEPTHS, OR E ......................................EAST/EA RES COMPLETENESS OF UTILITY INFORMATION. BACKFILLING. EA ...................................EACH CH SF ............................SQUARE FOOT A~+ ...........EA
OTIFY ALL UTILITY OWNERS WHOSE ELEV ................................ELEVATIO ............ELEVATION S/R FENCE ..............SPLIT RAIL FENCE
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL N THE CONTRACTOR SHALL ITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. 1. ALL BACKFILLING OPERATIONS FROM BACK OF GUTTER TO BACK OF GUTTER IN STREET SHALL BE MADE WITH SELECT EDP .................................EDGE OF FACIL PAVEMENT SS ............................SANITARY SEWER ............EDGE OF
BACKFILL AS DIRECTED BY CITY CONSTRUCTION INSPECTOR. ESMT PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. .EASEMEN ...........EASEMENT STA ..........................STATION
THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY THIRD-PARTY INCONVENIENCE 2. EACH CULVERT EXCAVATION SITE SHALL BE REVIEWED BY THE CITY CONSTRUCTION INSPECTOR TO APPROVE THE SOIL OR THAT OF HIS AGENTS. TM SPECIFICATION N0. 57 WASHED STONE SHALL BE DEPOSITED IN EXIST ...............................EXISTING CREATED BY WORK OF HIS OWN FORCES FOUNDATION. STONE AGGREGATE MEETING AS ............EXISTING S~•••••••••••••••••••••••••.STANDARD
UNDERCUT EXCAVATION AS DIRECTED BY THE CITY CONSTRUCTION INSPECTOR. F/C .................................FACE OF FES ..................................FLARED I ............FACE OF CURB SW•••• .......................SIDEWALK ............FLARED END SECTION TAN ..........................TANGENT
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER • LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS ............FIRE HYDRANT TCE ...........................TEMP CONST ESMT
0 A5 FH ...................................FIRE HYD UTILITY OWNERS. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY OWNERS S DATUM REFERENCES. TEMP TEMPORARY ............FIBER OPTIC CABLE li~xt
ULE. THE CITY WILL NOT BE HELD FOC .................................FIBER OP NOT TO ADVERSELY AFFECT THE PROJECT SCHED RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER GV ...................................GAS VAL' ............GAS VALVE ~ TP••••• .......................TRAVERSE POINT r~.'
UTILITY OWNERS. ELEVATIONS ARE BASED ON NAND-$8 HORIZ ..............................HORIZON' RIZONTAL T/W•••••••••••••••••••••••••TEST WIRE <<~~, ............HO TYP ..........................TYPKAL
INT ..................................INTERSEC .........,.INTERSECTION V.w~,p'~~ U/G ............................UNDER GROUND ...........INVERT VC ............................VERTICAL CURVE ,
o CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL ©1-800-632-4949 FOR NAD83 INV ..................................INVERT • UTILITY LOCATIONS AND CONTACT ALL UTILITIES PRIOR TO CONSTRUCTION. HORIZONTAL DATUM IS BASED ON IP ....................................IRON. PIN ~fN.:. 7~~?'.. ............IRON. PIN SET .
.......LENGTH VERT .........................VERTICAL ` ~'k~ , ~t
BARKER AT 704 432-0963 FOR L .....................................LENGTH o CONTRACTOR SHALL CONTACT PROJECT MANAGER, JENNIFER ( ) ATES OF UTILITIES WHO ARE NOT MEMBERS OF NORTH CAROLINA ONE-CALL. LF ....................................LINEAR F LOC S . W;. .....LINEAR FOOTAGE W•• W/ ............................WITH
METER BOXES AND WATER LT ....................................LEFT ............LEFT Fi . WM ...........................WATER METER
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER OR CONCRETE DRIVEWAYS TO FINISHED GRADE. WATER METERS LOCATED IN SIDEWALKS Ib ....................................POUND VAULTS ...........POUND W VAULT ..................WATER VAULT
SHALL BE INSTALLED WITHIN CONCRETE BOXES. LP ...................................LIGHT PO MAX .................................MAXIMUM ...........LIGHT POLE WV ...........................WATER VALVE ............MAXIMUM
GAS LINES WILL BE ADJUSTED/RELOCATED AS NEEDED BY PIEDMONT NATURAL GAS. A 60p ..........................SIXTY PENNY NAIL SET ............MINIMUM
MUST BE PRESENT JUST PRIOR TO AND DURING MIN ..................................MINIMUM REPRESENTATIVE OF PIEDMONT NATURAL GAS SHALL CONTACT PIEDMONT MONO ..............................MONOLITF ra ............MONOLITHIC ' ...............................FOOT ~
CONSTRUCTION NEAR EXISTING GAS LINES, THE CONTRACTOR M TL M NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. ............METAL ..............................INCH
E: o •f T~
SANITARY SEWER AND WATER LIN EXISTING T SHALL BE NOTIFIED ~
1. AN INSPECTOR FROM CHARLOTTE-MECKLENBURG UTILITY DEPARTMEN , , . e, ATER AND OR SANITARY SEWER '?JORK. THE CONTRACTOR . } PRIOR TO THE BEGINNING OF W / -WEBS AND WATER LINES. r:
SHALL USE CARE WHEN WORKING AROUND OR NEAR SANITARY ~E IATELY
SHOULD THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHALL IMMED
.REPLACE THE LINE AT HIS EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATER LINE WITH A MINIMUM TEN FOOT SECTION O N
OF DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES, ~p
I A Y OR HORIZONTALLY. THE FOLLOWING STANDARDS AND THE LATEST REVISION THERETO ARE APPLICABLE VERTC LL
VAULTS IN THE CONSTRUCTION AREA TO THIS PROJECT AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS. 2. ALL WATER VALVES, WATER METER BOXES AND WATER
TO BE ADJUSTED TO THE FINISHED GRADE BY THE CONTRACTOR. IF THE WATER METERS NCDOT STANDARDS SHALL BE USED. CHARLOTTE MECKLENBURG LAND DEVELOPMENT ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BEHIND THE PROPOSED STANDARDS MAY BE USED IF THERE IS NOT AN APPLICABLE NCDOT STANDARD. ARE
CURB, IF RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL PROVIDE AND INSTALL O ~ ~ ~
CONCRETE METER BOXES, d•
INES ARE TO REMAIN ACTIVE DURING CONSTRUCTION. IF NOT POSSIBLE, 3. WATER AND SEWER L NCDOT.
THE CONTRACTOR SHALL FOLLOW C.M.U.D. POLICIES, PROCEDURES, STANDARDS AND SPECIFICATION MANUALS. HOUSE LATERALS SHALL BE RECONNECTED TO RELOCATE C.M.U.O. SEWER LINES. ~ :tl
STD. NO•; TIT . py L, v
SUBSURFACE PLANS: g,{0.01,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, STANDARD ESRICK CATCH BASIN 12" THRU 54" PIPE O ~
ONE SUBSURFACE REPORT IS AVAILABLE ON THIS PROJECT FORS Lt- ONLY. SEE REPORT OF - - DATED JUNE 2. 2003. 840.03 .....................................................................................STANDARD FRAME, GRATE, AND H000 SUBSURFACE EXPLORATSON - TIERRA JOB NUMBER 6211 03 01 N
840.52 .....................................................................................PRECAST MANHOLE 4', 5' & 6' DIA.
MAIL BOXES: 840.54 ........................................................................:............MANHOLE FRAME AND COVER
THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES AS REQUIRED BY SECTION 107-12 OF THE NCDOT 840.66 .....................................................................................DRAINAGE STRUCTURE STEPS STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THIS WORK SHOULD BE COORDINATED ...CONCRETE AND BRICK PIPE PLUG
WITH THE U.S. POSTAL SERVICE. 840,71
1605.01 ...................................................................................TEMPORARY SILT FENCE FENCES:
654.01 .....................................................................................PAVEMENT REPAIRS -SUPERPAVE MIX TYPES
iTHIN THE CONSTRUCTION LIMITS ARE TO BE RELOCATED OR REPLACED WITH A FENCE OF 1. ALL FENCES W N
EQUAL QUALITY AS NOTED ON THE PLANS OR AS APPROVED BY THE ENGINEER. m 3 ~J"
- LENBURG: OTTE MECK HARL C .TREES SHRUBS AND'HEDGES: . ~ G
Qu (~fJ Q ~r.1
AND SHRUBS OUT5!DE OF CUT/FILL ONES, ANO STD• NO.: TI LE: THE CONTRACTOR SHALL PROTECT ALL TREES i ~ A N
EASEMENT LIMITS IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. 10.17 B.,,...,„...„.,..,.„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,CURB AND GUTTER - 2'-O" VALLEY GUTTER THE CONTRACTOR IS ALSO REQUESTED TO SAVE OTHER EXISTING TREES AND SHRUBS AS $ U N
ECTED BY -THE ENGINEER. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY 10.19 .......................................................................................CURB TRANSITION - 2'-O" VALLEY GUTTER DIR C
USING A DISC TRENCHER IN ACCORDANCE WITH SECTION 01000 PART 03-H OF THE CITY CONCRETE SIDEWALKS ° OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. USE PLYWOOD FORMS WREN TREE 10.22 ~a v~
ROOTS ARE IMMEDIATELY ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 1027 ................................RESIDENTIAL DRIVEWAY (TYPE 1) FOR VALLEY GUTTER
10.29,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , , ......CATCH BASIN FRAME IN VALLEY GUTTER o~
SIDE SLOPES. E A
- ARO 20.03 .......................................................................................BRICK DOUBLE CATCH BASIN 15' THRU 24 PIPE LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DF~AILS AND STAND °a' U ' ab LL W GI
DRAWINGS. THE MAXIMUM SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) 20.04 A/B ..........................:...................................................BRICK DOUBLE CATCH BASIN 30" THRU 36 PIPE UNLESS DESIGNATED BY THE ENGINEER. A CUT SLOPE OF 2:1 MAXIMUM WILL BE USED ..,...,.MANHOLE FRAME AND COVER h z N 3 ca (aW~ N ~ °m V >
ONLY AS DIRECTED BY THE ENGINEER. 20.10 rn 0 N a s a
20.25 .......................................................................................TRENCH DETAIL FOR STORM DRAIN PIPES N ~ U ~ a e a ~
30.06 .......................................................................................TEMPORARY SILT FENCE SAWCUTS: e
CONTRACTOR SHALL SAWCUT EXISTING ASPHALT ANO/OR CONCRETE SURFACES PRIOR 30.07 ........................................................................................BLOCK AND GRAVEL STONE INLET SEDIMENT FILTER
THE TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT IMOTH SHALL BE u'
r. OOT MINIMUM FROM THE EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE 30.11A ......................................................................................STABILIZED CONSTRUCTION ENTRANCE 1F
M REPLACED AS WELL AS ADDITIONAL PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED 14 .,..TEMPORARY STREAM CROSSING ~ CURB AND GUTTER. 30,
30.18 .......................................................................................CONSTRUCTION WITHIN CREEK BANK W V1
OPOSED CURB ELEVATIONS: d PR 04 .......................................................................................TREE PROTECTION DETAIL 40. P~
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO
• NSURE PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN M E ~ EXISTING PAVEMENT, UNLESS OTHERWISE NOTED. \\1111 I I I I ll
CIAL DETAILS: ~ SPE EORG ~ ~~i,
~ BACKFILLING: G q i'~ ,•~GISTE''•
~ L BACKFILLING OPERATIONS FROM BACK OF GUTTER TO BACK OF GUTTER IN STREET SHALL BE MADE 1MTH SELECT STD N0. TITLE: N 1. AL RFp
BACKFILL AS DIRECTED BY CITY CONSTRUC110N INSPECTOR. DETAIL 1 DROP INLET (24"X24") & (24"X36") = ULVERT EXCAVATION SITE SHALL BE REVIEWED BY THE CITY CONSTRUCTION INSPECTOR i0 APPROVE THE SOIL ~ ~ 2. EACH C N0. 27930
FOUNDATION. STONE AGGREGATE MEETING ASTM SPECIFICATION 'VO. 57 WASHED STONE SHALL BE DEPOSITED IN DETAIL ~2 ................................................................................MANHOLE _ A ;PROFESSIONAL
UNDERCUT EXCAVATION AS DIRECTED BY THE CITY CONSTRUCTION INSPECTOR. # ....................................STRAIGHT HEADWALL FOR CIRCULAR PIPE DETAIL 3 '•.F P,:
° WASTE MATERIAL: a N DETAIL (~4 ................................................................................PERMANENT AND TEMPORA Y A ~i 'NGINE~:• P
h a ALL WASTE MATERIALS. SUCH AS CONCRETE, FENCE, UNSUITABLE SOIL, TREES, ETC. GENERATED AT THE CONS UCTION ~i FRT A. ~A hii
°i SITE BY THE CONTRACTOR SHALL BE REMOVED FROM THE SITE AT CONTRACTOR'S EXPENSE. DETAIL ~5 ....BANK STABILIZATION c ' /~~l l l I 111~~\\ III
CURB: DETAIL ~6 ................................................................................TRAPEZOIDAL CHANNEL WITH CELLULAR CONCRETE MAT LINING ~ ACCESSIBLE RAMPS AND DEPRESSED 0 w NORTH CAROLINA TEMPORARY PERMIT N0. T-26t3 U~
.....................................CELLULAR CONCRETE MAT FLANK D AIL o~ CONTRACTOR SHALL CONSTRUCT 6-INCH THICK CONCRETE ACCESSIBLE RAMPS AT DETAIL ~7 ~ THE ACCORDANCE WITH THE LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS, ..............CELLULAR CONCRETE MAT OPEN BLOCK EXPIRATION: MARCH 3t, 2004
o INTERSECTIONS IN INGS. DETAIL ~8 h+~l
f CONSTRUCTION PLANS & NCDOT STANDARD DRAW
E DETAIL #9 ................................................................................GLNLIiAL UI'tN MAI
n a DETAIL X10.. ........................TYPICAL WATER LINE RELOCATION ~ DATE:
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24" X 24" GRATE ~s' ! ' " L"I 24 X 36 GRATE ~ ~ ~ ~ ~tltl~ " ~l yj~.i ,i~~°
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0~~~ ~Y m m I I ~ RRICH cc BRICK COURSES ~ t~j<
D D D m FOR AITJU d d ~ u m d d J YIN.;. FOR ADJUSTMENT 215' ;T J MIN.;,S MAX.
o o D D D sx Z z xx~ . ~aa a a ..rF~:~ ~~'~+IA-;
I - U U 'x - - 1, TOR IN-PLACE CONSIRUCRON OF THE MANHOLE WAILS BRI BRICK WALLS ARE TO BE TO 81NCNES THICK, ~ MASONRY SHALL BE USED.
~ LrJ I ar h ~ 2. DORBELIING (RACKING) Of BRICK MASONRY FOR MANHOLES SHALL BE AT A MW. RATE OF 24:1. N
~ ~ ~ i ~ 7" ~ 7. THE BOTTOM SLAB CF 1HE 80X SHALL BE A MWINUN OF B IN. THIq( CLASS 7000 CONCRETE ~ N N1TH A REINFOR[SJG STEEL AREA OF 0.20 S4. INCH PER Fi. 1NRE MESH MAY BE USED IN UEU OF ~
1' ~ I' L IX 3 51EE1 BARS PgONDED A WNIMUM OF 0.20 SQ. INCH PER Fi. IS MEL o c n 9 4. MORTAR SHALL BE iYFE S OR M. ~ p n M
i 5. BRICK MASONRY MANHOLES SHOULD NOT BE OVER 12 FEET DEEP. 3 V N LI
I l~ ~ ,r I sr 3 is ] K 0 N ~ 6. MANHOLES NAY BE PRECAST. HONEVER, 1HE USE OF PRECAST UNITS WILT. NOT RFiLEVE THE ,,yqq~ ~ +t~',~.~
L.~ CONTRACTOR OP THE RE5PCNSIEIUTY FOR OBTAINNC SATISFACTORY INSTALLARONS SEE STANDARD 1~ DRAWINGS FOR PRECAST CONCRETE DRAINAGE STRUCTURE CONCERNING ADgRONAL DETNIS AND 3 Z r ^ SPEdFlCA1WNS r~ v d
~ ~ T SECTION THRU 9ASIN WITH CASTING IN PLACE ~ 7. REINFORCING STEEL SHALL BE AS1M M-708, LOW-ALLOY STEEL DEFORMED ANO PLMN BARS FOR ~ ~ ~ o hh CONCRETE REINFORCEMENT, GRADE 80. WIRE MESH SHALL CONFORM TO AA5NT0 M 55 AND M 22l ~ H~ o U ~
a; ~ X' LARDS IRE a olml on DRUM 8. IF STAUCiURE DEP1H EXCEEDS 4'- B", METAL S1EPS ARE TO BE PLACED ON WALL
PdlW9 ee9 a sroNE - 'M-"C 9 , 1 e ~ ~ 0- L4 9. CASTINGS SHALL CONF011M 10 AASHTO M 105, CLASS J58. CASTING SHALL MEET LOAD TEST OF
4f A GRAN ' MSH70 M JOB (10,000 1115.),
B FDR oalawTE • - - ~ PLAN OF CAST IRON FRAME WITH GRATE IN PLACE 10. CASRNlS SHALL BE MANUFACTURED SO AS 70 PREVENT THE COVT]T FROM RAITUNG UNDER TRAFFIC.
PLAN OF CAST IRON FRAME F0R°Po4` WITH GRATE IN PLACE ~ BbL~oY 11. OAK 1 ~ VENT HOLE (1' qA} SHALL BE MANl1FACTUgED IN COVER WITH 2 PICK HOLES "`y ~ (M 1 IXA~
aDRND N wAu APPROYYAELY 4" i 12. MANHOLE FRAME MID COVER SHALL BE CONSTRUCTED ACCOAOING TO NCOOT S10, 81051 -
K" 4%' iw wx. Fan if• X SP DRA x' I 39Y YN FOR 36" X 14' OM1E , _ vARMBIE . 1'-0) 13. THE SOFFIT (WSIDE TOP OF PIPE) OF THE OU1lET PIPE SHOULD ~ NO HIGHER THAN 1NE fLOW LRIE OF 1NE BLLET PIPE, UNLESS OTHERWISE SPEdFIED.
> ~ DIET i1. THE CCNiRACT UNIT PRICE FOR CATCH BASWS SMALL WCLUDE THE COST OF fURNISHINO OrET anEr All NAIF~ALS AND WORK INdDEN7AL TO 11A: CONSIRUC110N OF THE S1RUC
3" R 3.. u ill' FOR CONCIIE 11$• ~ IN PUCE AS SHOWN, LURE COMPLETE
iS' >E Th A' x" ~I RI0 ~ PI E PIPE CAar tR R PipE 15. THE PAY I1EM SHALL BE MANHOLE ~
~ ~ ~ INSIDE DIR. INSIDE DIR. ro ~ INSIDE DIA,
r~, r..~.
ND. 4 RONFORC9ID sure IS• oc LATH . • .
I AI' YN to~lA All aYCnws SECTION A -A • ~ ' ~ SECTION A-A r,~W~ S N0; 1 REBAR 12" 0. C WI1N 2" MIN. C04ER ALL DWECgOHS .i-~,r~
NOTES:
L FOR CONSIRUC110N a trlE DRDP A RfINfORCINO SIF2 MEA Y D° SASS 3000 CM~EIE YAY 8E U~D. FOR OONCflEff 11E kE WNCEST gYfl190N5 a THE OPENING N 11E Npi gU1E SNgRD BE 0,ffi11ED IN ME gRECDON a fLOW IF PRAC71CABtF. WALLS AAE ro BE 6' INKx 0. sa N41 PER rt FOR goat 91E wALL9 ARE ro RE C 9l0L 9!! OAA1E re NOT sJrABIE Fat PEDEStYAw TRAEAC 6ECAUSE ORATE 9POiNas EXCEED 6~ SECTION THRU MANHOLE '
i 9E BOTITAI SUB a THE SHALL 8E A YNINIY a R N. 1HKJ( Cud 3000 oONCREIE WM A RF9IFDRCNO BTOl AREA a IQ A9 Ylola 9Y 9119 MAWNO THE fRAIF re 9ET tEY3, BUT 91E ENCREEA YAY SET SAYE DN SLOPE AS REauWm RY IOGI 0.10 S0. NCN PEA F7, WAE 1YYi YAY 1E USEB N UEU a STE0. BARS PROYOID A YWIYN a 0.10 90. YN71 PE9 Ff. I9 YEL ORNIAOE Ctlg90N5. r MANHOLE ,~:~k1t
i MORTAR 9HA11 eE TYPE ! DR N. 11. AFTER tIN: FRAUe IS sEr N irs FNAL P0900N, IT IS m RE ENCA51;'0 WTH CDNCIIEIE AS sHDYI eY qu%N0. oErAi1 2
4. F OEBRED 9iE9E IT01l~NNA9YL~BE PRECAST PPogI TO NSTAUA9CN IN lEU a eEWO CAST N PLACE tIW USE a PRECAST LN75 1! 9E aDOR a TFIE BASH MUST POPE N 91E gRECiION a 1HE WllET PPE AS SHOLW AND INS INSIDE a ou9ET PIPE OR NOPRECAS~T004~1[ dtA1NA0E BOX FOA OETA9r NID ~(i~1C~A90Y ~~90N1 9EE STANDARD ORAWNOS YLAU BE FLASH W91 fLOOA a eASN.
_ S ADNFORCINO STDl SH BE DEFOAYkD AND 91ALL CDIFDAN 10 AASNro Y 31, giABE 60. WRE NESN 81NL DSVFORY ro ti ~ o° ~ gprN pl plµg,9ff anET PIPE Sliaul0 eE No Hg1EA iNAY 7HE soFFlT a 91E IIET PR'S AASxro Y 6s AHD Y 711'.
i s smucnNE DET+Tx ExcpnS 4'-e', YEru s1BPS ARE m a Puam ON wU1. SflE s1EP srANDAAD OA,1WN0 ae-le, 14' ~ CONS a ~ a Rm°gwo Au YAm°AU AYD rWW NaoaTK ro j,:t ~L~
T. CASTlTD sNN1 OONFOpII ro AASHro Y 10Q LASS 398 AIaO tIF utaNATE low ZEST a AASNro Y 300. CA91N05 aNw. ALSO YFEF 99T LAAdNO REalYTORTNts a FETNOiN. SPECIflCA110N RR-F-071 (ulE9r EgT10Nj, - ~ I° TFIE qD IlFll SHALL eE: ri' ~k
! (A) STETl ORATES ANO F9AYE NAY 8E USED IN NEU a CAST IRON AS IANO AS 91E LOApNO AIRI H11%IAVIIC REg11AFT1ENT5 ARE DROP NET 14• X 1f EA NEE, ANO APE tll 9E: OEPARIYFNT'S LIST a APPR01E0 SUPPLEAi DROP NET 174' % 38"~ EA ~ ;
• (Bj sITEA diAiES sNAU BE NOT aP OALVAW7FD N ACCOAOANCE WTN AASnro Y ill. DROP INLET (C) SIFFt ORATES ANO rvrlus SHALL BE GIENYONED m BE INIFACIIANO:ABIE WM EAW PECE a THE CASE IAgI gUTE ANO 1 P I1 f 1 FRAME SHOWW WST HA1£ A P05191E FANS ro RETAW THE CRATE IN 1NE FRAYS ;
(0) 91RENOIH REQURDkT119 a s>m. CRATES ANO RTAYE! MUST YEr;.T FEDERAL SPECIRCAIHN Poi-F-l11 (WEST Ea90N), (24 X24 1& 24 X36" (E) YANUFACNRERS OE9RN7 ro BE PucED ON 91E dPAATYDIrS APPAOYAL SHEEiS SNdIID CONTACT AE RlSfAROfI AN0 / . r:~('~t r1•+. R7,s
YAIERVLS ENClwEN FOR PROCEDURES. - DETAIL #1
5e
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0 M W r~~l
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~
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• A~/a
• ~ ~ ° 9., iii I~
• DISTANCE TO HEADWALL: • 2' OUTSIDE NORMAL SHOUTAER WIDTH ' '
NINIYUI~S; UNDER ADT 750-16' ' ~ OVER ADT 750-30'
(b a)
I Y
iR NAY ~ 84" 9 -O' ~ 1 -6 (~-123an) e• (15 cm)
i Z ~ "
~ (!5 m)
• I • • L'. NQ 4 RE-BAR 3,• f X . . . . . • . . . . • . • • • ~ y+ • • . • . • ~
A ~ . . B ^c" ~ . r, ~^,,^,1 n ~ ~ A
. 'I , . • ' e ~ a ~ U ti
' ' DETAIL OF NO. 4 • ' • f ~ SIDE VIEW REINFORCING STEEL BAR ~ A o
N l.J
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~ u. as m
4'-0" 84" 4'-0" N 0 ~ A
1. HEADWALLS SHALL BE CONSTRUCTED OF 4000 P5 CONCRETE RETNFORClNG S1EEL r. z N 3 N ~ u ~
0. 4 RE-BMS ~ AST4 A'708, LDW ALLOY STEEL DEFORMED AND PLAW 8AR5 FOR CONCRETE REWFORCEYENT, GIUOE 00. SPACE BETYEQT REBARS SHALL BE UNIFORM. _ o i. PREPARE. SOIL BEFORE lNSfiY1/Xi EIIrWKETS, INCLUDING ANY NECESSARY APPLICATION CF FER1iLi AIO ~ 0 N ~ LL NOTE: WNEN USING CEll-0-9EED DD NOT SEED PREPARED ARFA. CELL-O-SEED BNIS( BE ~NI STALLED~WIM PAPEIR !DE DOWN, N ~ ~ a
2 DI TIE EbENi THE HEADWALL IS SKEWED TO 1HE PIPE, THE PIPE SHAM BE CUT Off •tig.. SO iHAT NO PWE PROTRUDES BEYOND THE FACE a THE HEADWALL. U ~ pp,~ 2. BEGIN Ai THE TOP OF 1FIE SLOPE ETY ANCHORING THE BLANKET IN A B' (tScm) DEEP X d' (15cm) WIDE 1TM91iJI ~ C4 6 WITH MPROXIMAIFI.Y 12' JlMel L1F BLANKET EXTENDED BEYOND THE UP-SLOPE PGRAION Of THE TRENCIL AIrJIOR lY~
J' ' w. ri 't• 1 FOR iHRET: OR YORE LINES OF PIPE THE 91DiH SHALL BE 91CAEASEO BY 1HE e BLANKET WLTFI A RdN OF AKlS APPROXIMATELY 12 (JOcm) ApNiT N 1HE EIOTTOM OF THE TRENOL BACI(flLL,AND COMPACT 11~ AFTER 5TMLlNG. APPLY SEED f0 COLpAC1En 101, ANO FOLD REMANq 12~' (JOWL)
'S' AND b' dYEN90N4 AND THE RpNFORCINC S1E0. SHALL INCREASE ACCORDWGLY. PORDON OF BLANKET BACX OIIEIt ~ AND COMPACTED SOIL, SECURE BAFNEE DYER COMPACTED SOIL WIIN A 11~ ~ STMLE5/STAKES SPACED APPROIRIAIELY 12' (JOcm) MARE ACROSS THE MD1FI Of 1FIE BIJWKEi. ~
4. ALL MAIEPoAL AND WTJPoWANSHIP SHALL CONFORM TO THE SPECIFlCAl10NS FCR HIGHWAY CONSIRUC110N (LATEST EdDON) AND BE INCLUDED D! THE PRICE BID FOR STRAIGHT 3. ROLL THE BUNKETS (A1 DOWII pt (B.) HWt120NfALLY ACROSS THE SLOPE. EIAN~15 WILL UNROLL WiTH APPROpRAiE gpE AGAINST i}iE S011 SU ACE ALL BIA![I(EfS MUST BE SECURELY FASTENED 1n 90L SURFACE BY PIACyNG
d CONCRETE HEAOWAlL rn • ' ' 5. THE HEADWALL YAY DE PRECAST IN LIEU OF CAST NE PLACE, PR041DING ALL IN MPROPRIATE LOCATIONS AS 91QMI W THE STAPLE PATTERN GUIDE. WHEN 119YIG THE DOT SYSTEM , SHOULD BE PLACED 1HROIIGH EAgI OF 1HE COLORED DOTS CORRESPONDING 10 iNE APPROPRIATE STAPLE
o ~G•L MATERIALS AND dYENS10NS MEET dt E%GEEO THOSE INDICATED ON TF9S DRAWING. 4. THE EDGES OF PARALLEL BLANKETH AI15f BE STAPLED WRH APPROXIMATELY 2 5' (Scm-12.&m) OVERLAP ~BpBD f..l
ri g B. 1HE B~ IIEY SHALL BE: o STRAIGHT CONCRETE HEADWALL pIPE LBIES) -EACH, ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMEM, PLACE THE EDGE OF THE OVERLAPPING BLMIIET aA1~T EEIIG Mr( INSTAJIEO ON TOP) EVEN MOH 1HE CGI.ORED SFAM STRCH"ON THE PRENOUSLY INSTALLED BLANKET.
' 5i-ou ALL MATERIAL AND WORHYANSHIP SHALL BE INCLUDED W 1105 I1EM. 5. CONSECl111VE BLANKETS SPUCED DOMN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYTE) NAM AN 11PPROO~LATE 3` (7.5cm) OVERLAP. STAPLE iFNOIICIi OVERLAPPED AREA, MPROkIMATELY 12 (30cm) APART ACROSS E111MA:
11ND NORQONTAL N0. 4 RE-BARS (TtP.) BLANKET WIDTH,
END VIEW SEE SIDE NEW. NOTE: \\\11111111
= SINGLE LINE SIN LOOSE SIXL CONDITIONS, THE IISE lTF STAPLE OR STAKE LENGTHS GREATER THAN 8' (15cm) MAY 8E NECIEMSAAY 10 ~~RG 1 PROPERLY SECUI~ THE BLANILlTS. G q
3
v 'o
a N PERMANENT AND TEbIPORARY _ N0. 7 2 930
N r~ os SLOPE INSTALLATION MATS - - PROFESSIONAL
ry STRAIGHT HEADWALL DETAIL ,>~4
FOR CIRCULAR PIPE
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INSTALLATION PROCEDURES ~ DETAIL #5 i

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~ TYPICAL CELLULAR CONCRETE MAT 13 WATER LINE RELOCATION
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SHRUB \ ' ~ \ ~ ~ \ ~ \ OB 614, PG 709 \ \ \ ~ TA ~ 18913110 ~ CLEAR PLANTER 8ED \
SIiRUB / \ _ _ i THIN TEItPat11RY \ \ \ \ 1\301 \ CONSTRUC110N \ \
\ \ \ a, \ EASEMENT ~ \ ~
1 \ \ \ \ ~ \ t;' 1 \ ~90 L.F. OF CEl1.ULAR \ .1
\ , \ ANDREW A. NA D AND WIFE, ° \ . - - SNlRLEY M. H YWOOD EE OET „ON SHEET \ ~ ,,~1'
~p - ~ ~ \ J311 CNARIE PL. ~ C 2s oAK \ DB 3574, PG 4 ~ _ / \ \ 3A AND SP-1. \ ~ \ k~' ' ~ V A v V A ~:.''c \ \ S \
\ ~ \TAX~`18913111 \ \ 10" HOLLY ~ 1 ~
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- EXIS . UNE \ _ _ _ 1217 ,.w~,~i•
2 ~ _ _ 7t],EPNONE UNE _ - - ' - - (1 ~ _ _ - ° , ` ° ~ ,KENNETH P. BOLLARD AND NfFf, ~ ~0 ERT M. FRAZER r ° ° ° BY~TtIE S \ ~ - N,A4t~Y R. BOLLARD \ ~ 1 CHARTER PL.
~Y \ RICNAR .WILSON AMD W1FE / J / ~ \ - - ° ° ° ~ ~ ~ ° 1225 l~, 4ARIF~PL;- _ ` \ ° ° ° 8 7207, PG 021
r~ \ ONNA A. WILSON ~ / / \ X ~ 13 / / / / \ \ ° ° . ° ° \ - -QB-3~2~ R6-953_ ~ ~ ° ~ ~ ° ° ~ ~ .A ~ 18913108
vl \ 1319 CHARTER PL,. / / \ - ~ ~ ~ ~ a DB 7787, PG OB3 / ~ / \
t~ ~ - - MES G. McLZ1U6ML@I AND E, TAX 189.13112 / \ RNE.~ANE B. McLODGHU ~ / / \ ° ~ ~ ~
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~ 1 ~ DB 3453,~PG 532 / / ~ \ 'U SAX ~ 1813113 ~ ~ \ ~o src \ \ \ \ ~ \ \ ~3'- \ l7
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DETAILS 4 dt 5 \ oAK ~ \ \ / / / ~ 12" H r / \ \ \ - ~ \ \
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O \ \ \ \ ~ ~ y 1 . 1 Aft g0 55 ~ G / _ ~ ` S5 ° \ \ ?1~ \ \ ~ a1 10 7DAK ~ ~
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T ~ OF CHAIIEL 26" OAK ~ / / / ~ / / / I ~ / EXPOSf~ 4
\ ~ \ \ S 668 ~ \ r fi
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ALBERT MARK ADCOC AND OUSE, ~ / ~ 10' P / / / ~ / / / / DOROTHY ROGER AD C / ls" oAK _ - - - \ \ \ ~ S A v
1123 COURT ~ Aso ~ / / / ~ / / / ~ DB 6579, PG 32 ~ ~ - - - " u~v. l.n / / / , / ~ , / / /
/ INV.~1.56 , ~ ~ / TAX 18913140 I ~ / \ ~ \ / \ Nz N ~ ~
\ 1123 / / / ` ~Q TAE
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~ / / EXISTING TOP / / CHANNEL CHANNEL ~ / _ _ - ~ TOP OF BANK TOP OF BANK 1. GRADE 8AN ~ f _ O~ B~ ~ STARTING ENDING BOTTOM 80TTOM GRADE BANKS AT 1 ~ : 1 SLOPE. \ \ ` \ \ \ \ 2
/ - OWNSTRM UPSTRM AFTER GRADIN / ~ ~ _ ~ ~ LINE STRN ~ / / STA. (FT) STA. (FT) DWNSTRM UP FT CHANNEL LINE FTER GRADING, PLACE PERMANENT \ \ \ ~ _ _ \ \ ~,~11??u111,L, _ _ HANNEL LINER AND SEED. SEE \ \ \ \ ~ _ _ _ _ _ - _ - - EoRG ~
/ ~ ~ (FT) ( ) / _ _ , ~ ~ (FT) (FT) GRADING STA1 ONS TABLE THIS SHEET. ~ \ \ ' - - _ - ~ q RADING STATI ~ \ ••~IS ;
/ / / / \ . \ \ \
/ ~ / / L1 9+72 10+00 622°5 622.5 634 634 2. ALL CHANN / ~ GRADING WILL BE \ = .ALL CHANNEL \ \ _ _ W
/ CONDUCTED A / / , - ~ ~ ~ 10+00 10+20 632 632 636 636 ANDUCTED AND PAID FOR AS \ \ \ N0. 27930 \ \ \ - \ -
/ ~ , i ~ , L3 - - _ PART OF COMI / / / / / / 'ART OF COMPREHENSIVE GRADING. \ \ \ \ ;PROFESSIONAL
/ / , / / / 13+60 15+32 642 646 VARIES VARIES / ~ ~ L3 / / / / / \ ~ \ ~ '~.FN
/ / / TES
- ~ ~ L3 15+63 16+85 646 647 652 VAR / \ \ ~ \ ~ /1L1j11 I11~~\\ /i r~f nom; \ ~ \ _ III F~ v' ` \ \
- - - ~ ~ / / L3 18+66 19+13 659 660 662 662 _ _ _ _ DRIVEWAYS WAYS TO BE REPLACED ONLY \ \ \ \ NORTH CAROLINA i / RIVE ,
/ / ' ~ IF DAMAGED ON OR ° \ \ \ TEMPORARY PERMIT NO. T-2613 DAMAGED BY CONSTRUCTI ~ ~ ° ~ ~ ° \ _ _ _ _ _ EXPIRA?ION: MARCH 31 200
/ ~ / / ~ 669 ~ / / / ~ L3 19+40 20+13 662 662 668 ~I / ~ AS DIREC \ ~ \ ~ N S DIRECTED BY ENGINEER. \ ~ Q
~ ~ / I WIFE ~ / / JACK B. BROXTERM N AND ~ ~ / / / /
SHARON A. BRO TERMAN / Dgly~, S AND WIFE, / / ~ / ~ ~ \ ° - \ \ \ - - - DATE: ~ \ - ~ ~
I / i 220 BEARM RE DR. / ~ / / / SSW GRANT / / / DB 5042, P 794 ~ ~ / 12 ~ QRE OR. / / / / / / - - NNA M. HERRINGTON \ \ DA D1D.~. BRASNELT ~ - - ° w / 1 BEARMORE DR. \ \ \ ~ ~ \ / / M ~
TAX 18 13144 / / ~ - ~ # I ~ / DB I0396`, PG 287 / / / .r' \ \ \ ~ \ ~ F~ \ DB ~8, PG 810 ~ ~ "3 i:30 B AR110iRF~ \ ~ ~
~ TAX 18913145/ ~ / STEUEN'D GLAS LARK / \ 12 0 / ~ / / 1210 BEA MOR DR. \ \ TAX 1 13147 ~ - _ DB ~3 3, H6 57 \ \ ~ ° ~ TAX .t~9t~r4s ~ _ _ _ - -
I i / / , / ~ ~ ~ 212 / DB 1109 P 516 / \ ~ 113$ ` ~ \ \ \ \ ~ GE RGE V. JOHN~t7N R. AND WIFE 13~ \
~ / / / / TAX 13146 / / ~ / \ \ \ \ \ SUSAN GOTT ~ ° \ _ - - - \ \ ~ 112 •BE~fRALORE DR.
f I / / / ` ~ \ \ -~D 10014, PG9~4~
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\ JANICE K. 80WMAN PEGGY M RUSS \ 6721 ROCKY FALLS ltA. 1223 BEARMORE OR.
\ DB 5257 PG 027 D8 4913, PG X30 \ , ~ I
18913131 \ ~ \ \ TAX J/ 18911103 \ TAX ~ \ ~ J / 1 J ~ONNEC~ AND SEAL Phi . 15" .RCP \ ~ f,~ l ~ I t ~ i~~ ~ \ ' I II 1 / I i I 1 \
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/ Q In ~ " SAWCUT PAVEMENT \ ~ 1211 1 ~ 1~ 15 RCR 0 8.73% ~ a I ~ II 1 I
/ \ TO UMITS SHOWN 54A \ W PROP. CB 85G, ~ ~ 1 11 ~ \ a ~ 65C m ~ I ~ I I ~ YN N o LL I I WA E E. l~OWAIA AND WIFE, K1M8EI~CY L. fVtREI'T U ~
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