20141273 Ver 1_401 Application_20141214

0 0O wArF9QG Office Use Only
0 2 0 1 4 1 2 7 3 Corps action ID no
o DWQ project no
Form Version 1 3 Decdlpoo
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a
Type(s) of approval sought from the
Corps
El Section 404 Permit El Section 10 Permit
1b
Specify Nationwide Permit (NWP) number 13 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d
Type(s) of approval sought from the DWQ (check all that apply)
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
® Yes ❑ No
For the record only for Corps Permit
❑ Yes ❑ No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes
® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a
Name of project
Hendrick /Quail Hollow Stream Bank Stabilization
2b
County
Mecklenburg
2c
Nearest municipality / town
Charlotte
2d
Subdivision name
Quail Hollow nn
p
2e
NCDOT only, T I P or state
project no
3.
Owner Information
9
3a
Name(s) on Recorded Deed
Linda M Hendrick QFNP
3b
Deed Book and Page No
11540 -442 401 &BUFFER PERMITTING
3c
Responsible Party (for LLC if
applicable)
Gene Cocchi (for Rick & Linda Hendrick)
3d
Street address
3237 Seven Eagles
3e
City, state, zip
Charlotte, NC 28210 -5946
3f
Telephone no
704 - 566 -3208
3g
Fax no
704- 566 -3306
3h
Email address
gene cocchi @hendnckauto com
Page 1 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other, specify
4b
Name
Gene Cocchi
4c
Business name
(if applicable)
Hendrick Automotive Group
4d
Street address
6000 Monore Road
4e
City, state, zip
Charlotte, NC 28212
4f
Telephone no
704 - 566 -3208
4g
Fax no
704- 566 -3306
4h
Email address
gene cocchi @hendnckauto com
5.
Agent/Consultant Information (if applicable)
5a
Name
5b
Business name
(if applicable)
5c
Street address
5d
City, state, zip
5e
Telephone no
5f
Fax no
5g
Email address
Page 2 of 12
PCN Form — Version 1 3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
20938209
lb
Site coordinates (in decimal degrees)
Latitude 35 11484 Longitude - 80 84823
(DD DDDDDD) ( -DD DDDDDD)
1c
Property size
1 62 acres
2.
Surface Waters
2a
Name of nearest body of water (stream, river, etc ) to
proposed project
McMullen Creek
2b
Water Quality Classification of nearest receiving water
C
2c
River basin
Catawba
Page 3 of 12
PCN Form — Version 1 3 December 10, 2008 Version

3.
Project Description
3a
Describe the existing conditions on the site and the general land use in the vicinity of the protect at the time of this
application
Residential land use west side, golf course east side, fully developed
3b
List the total estimated acreage of all existing wetlands on the property
N/A
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
255'
3d
Explain the purpose of the proposed project
Stabilization of an accelerated erosion condition along banks of stream Goal is to provide long term stabilization,
eliminate erosion and siltation and accomplish that goal in a manner consistent with site conditions and local
improvements
3e
Describe the overall project in detail, including the type of equipment to be used
This project is the phased stabilization of an approximately 255' section of a tributary to McMullen Creek The west side of
the stream bank is owned by private residents, the east bank is owned by the Quail Hollow Golf Course The west bank
stabilization includes the replacement of a failing retaining wall and replacement of a failing stone armoring system
Some of the existing armoring materials are to be re- utilized supplemented with larger more appropriately sized stone
The following describes the procedure and equipment utilized
1 Survey was performed to ensure that all of the hard improvements are constructed on the private resident's property
2 Alignment of the replacement wall is determined to ensure that it is constructed completely on the private resident's
property and improves the overall channel cross section and does not alter the stream in any way
3 Stone armoring is removed by hand Suitable stone is stockpiled for replacement Some of the stone is used in
concert with sand bags to ensure that the work is accomplished outside of the stream bed and in a dry condition
4 Stone and sand bags are utilized along with lute logs to maintain separation of the work site and the stream
Waddles and rock socks were placed on the stream side of the sand bags for additional protection Polyarylamides
(PAMs) were incorporated into the waddles for additional silt protection
5 Existing wall is removed and earth excavated for the replacement wall utilizing skid steer and mini excavator
completely from the resident's side of the stone and sand bag barrier
6 Excavation is completed to suitable bearing A pump is used to remove any water seeping into the excavation prior to
concrete placement
7 Wall footing reinforcing is placed and concrete is pumped from a remote location into the footing in two separate
pours Special care is taken to prevent any contact with concrete or cementitious materials with the stream
8 All rock and masonry material were transported and placed by hand
9 Erosion control measures were monitored and maintained at all times Linear coffer dam is maintained until wall
construction is complete and stone armoring begins
10 All stone armoring is placed by hand outside of the stream
11 Once construction is nearly complete a small stream crossing was necessary to access the remaining construction
Crossing consisted of a sand bagged culvert covered with fabric and bedding materials
12 Stone armoring was completed utilizing appropriately sized stone, hand placed
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes ®No El Unknown
project (including all prior phases) in the pasty
Comments Stream appears to be perinneal
4b
If the Corps made the jurisdictional determination, what type
❑ preliminary ❑ Final
of determination was made?
4c
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Page 4 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ® Unknown
5b If yes, explain in detail according to "help file" instructions
6. Future Project Plans
6a Is this a phased project?
® Yes ❑ No
6b If yes, explain
The east side of the stream is planned to be stabilized by the golf course Some minimal level of stabilization will be
accomplished in this project on the east bank
Page 5 of 12
PCN Form — Version 1 3 December 10, 2008 Version

C Proposed Impacts Inventory
1 Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P FIT
❑ Yes
❑ Corps
El No
El DWQ
2g. Total wetland impacts
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
stream bank
Tributary to
® PER
❑ Corps
6'
255'
stabilization
McMullen Creek
❑ INT
® DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
255'
31 Comments
Page 6 of 12
PCN Form — Version 1 3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individually list all open water impacts below
4a
Open water
impact number —
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑ PEI T
04 ❑ PEI T
4L Total open water impacts
0
4g Comments
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
Pond ID
number
5b
Proposed use or purpose
of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
Page 7 of 12
PCN Form — Version 1 3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a.
❑ Neuse El Tar-Pamlico El Other
Project is in which protected basin?
® Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
0
61 Comments Current conditions and proposed conditions of buffer are unchanged
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Stream alignment will be unchanged, stream bank stabilization will be similar to current conditions
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Stream will be isolated from work site allowing stabilization to occur in "dry conditions"
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
projects
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
Page 8 of 12
PCN Form — Version 1 3 December 10, 2008 Version

3c Comments
4.
Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation requested
acres
4f
Non - riparian wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h
Comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g
If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h
Comments
Page 9 of 12
PCN Form — Version 1 3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes, then is a diffuse flow plan included? If no, explain why
❑ Yes ®No
Comments Drainage systems /patterns are unchanged
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why No additional
work or imperviousness is
proposed in this project
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Charlotte
® Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1 3 December 10, 2008 Version

F
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
1 b
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
® Yes
❑ No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a
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 11 of 12
PCN Form — Version 1 3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c If yes, indicate the USFWS Field Office you have contacted
❑ Raleigh
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determin n?
cocch I
Applicant/Agent's Printed Name
lip/11
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 12 of 12
PCN Form — Version 1 3 December 10, 2008 Version

2xSTEP MIN
°
°
a °
0
LAP 36 BAR 0 —
TYPICAL
1' -6"
STEP /2
w
I V�-) i
, I
°
SECTION
NOTES
1. CONTRACTOR SHALL COORDINATE /VERIFY LOCATION
OF FOOTING STEPS WITH FINISH GRADING PLAN
PROVIDE 12" MINIMUM COVER ABOVE FOOTING
3 T �ic �Fo o ,n St�eD�e a, l
N,T,S.

NOTES
1 USE NORMAL WEIGHT, AIR ENTRAINED CONCRETE WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000
PSI SEE SPECIFICATIONS FOR OTHER REQUIREMENTS
2 THE FOOTING MUST BEAR ON ACCEPTABLE SOIL WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF
3 THE MAXIMUM SOIL DENSITY OF BACKFILL SHALL BE 115 PCF
4 DO NOT BACKFILL AGAINST RETAINING WALL UNTIL CONCRETE HAS REACHED THE SPECIFIED MINIMUM
COMPRESSIVE STRENGTH
Stone Retaining Wall Detail
N.T.S.
SOLID STONE CAP
1/2" X 4" STAINLESS
STEEL DOWEL (2' o
BOND BEAM W/ (2) #4
BARS CONTINUOUS
"
STONE PLACED IN
ASHLAR PATTERN
8 "x8 "x16 "CMU
—III 111 — —i II
_
— MIRADRAIN 2000 DRAINAGE SYSTEM
— OR WASHED STONE EQUAL
WALL TIES, 1 PER 4
_
— 11 1 1 (-
SF OF FACE AREA
=III— —I_ I I
_ #5 ®18 � �I= III I
STONE PLACED IN
I
III —� 11
ASHLAR PATTERN
=III_
2" PVC WEEPS ® 4' 0 C
II
_
—
WATERPROOF COATING
x
AESTHETIC
BACK OF WALL
STONE W1 7 (9GA )JOINT
REINFORCING
GROUT ALL CELLS SOLID
WITH 3000 PSI PEA
GRAVEL CONC OR GROUT
_
-z p III —I —III III
#5 DOWELS ® 8" 0 C
-III a I
co
i I_
2" CLEAR
N w
vwi
12 "x8 "x16 "CMU
3° CLEAR
#5® 8" 0 C
3" CLEAR
4000 PSI
a
a
CONCRETE
FOOTING
d �° ° as a
#5 012" 0 C
I
a d a
3° CLEAR
CV
d
a a
1II
II1 II1-
a Ql1 11
4' -0"
NOTES
1 USE NORMAL WEIGHT, AIR ENTRAINED CONCRETE WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4000
PSI SEE SPECIFICATIONS FOR OTHER REQUIREMENTS
2 THE FOOTING MUST BEAR ON ACCEPTABLE SOIL WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 3000 PSF
3 THE MAXIMUM SOIL DENSITY OF BACKFILL SHALL BE 115 PCF
4 DO NOT BACKFILL AGAINST RETAINING WALL UNTIL CONCRETE HAS REACHED THE SPECIFIED MINIMUM
COMPRESSIVE STRENGTH
Stone Retaining Wall Detail
N.T.S.

i�Z r
I
,t- S
• A
o.
2
2
�
1►1'
s
1
- - Y,
W Z CD
41 C C Z
sm a v s z
N r G7 J
d = W W
2\
I %)
yo z �Q
11- S
�t m
C?9�t woJbc6 .
�I F�
0
:9
doom
VOW
7T
6'
w

do
I / / oll
CO
co
I
/ a

Q
CD
N
N
0
V
z
V
7Z
Q
L
u .v
I �
M
.P-4
'��t' '�,�'►�`` �� / � -'!Iii ' -..v
♦ ��/ •�� i
fit
0 M
• �� CL 0
/�• ���� 1
r����' ` • l ♦ �� CL
,� tl►
�s
• i r ` gi
Not
IN
INK
CO
1111
t� *E alip
saw
III �1�
:1,. �. �I��� {!'►fit!
�r�r . ;. - ��►�`� '�,,•� ��ir 'pit ��; � , - . -
CL
PAID
�■■.
Eggs ; � r!� ►����i��i � �, �� iii _ ,

t!p
:2*ii
-9,
It
0 1 .
JEJ-
It Ctk-"U?L il A I %� w
4w 4p
4,143L ifcAk Air
ALI NO
7%
ow t.,c
s _41L

By -pass Pumping prior to during bank restoration activities

-�»rr _ _i`�a a
a . z •-�
k f')l�� h ell
Ot
Joe
IL
s -.