20190368 Ver 1_PCN Form Submission_20190322

DWR
Ortslpu of W.-10"Revourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
C1wW only if needed.
BIMS # Assigned *
Version#*
20190368
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Mooresville Regional Office - [phone] Alan Johnson:eads\adjohnson1
Information for Initial Review
1a. Name of project:
Streambank Repair on Reedy Creek Tributary Downstream of Delta Lake
1a. Who is the Primary Contact?*
Charlotte water (POC: Bill Deal)
1b. Primary Contact Email:*
[e-mail]
Date Submitted
3/22/2019
Nearest Body of Water
Unnamed Tributary to Reedy Creek
Basin
Yadkin-PeeDee
Water Classification
Class C
Site Coordinates
Latitude: Longitude:
35.245509 -80.727943
1c. Primary Contact Phone:*
[phone]
A. Processing Information -
County (or Counties) where the project is located:
Mecklenburg
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable ureters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
rJ Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
rJ 401 Water Quality Certification - Regular
Non -404 Jurisdictional General Permit
Individual Permit
13 - Bank Stabilization
27 - Restoration
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r- 401 Water Quality Certification - E)iress
F- Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
f Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
[ Owner B? Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
C Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
N/A (Charlotte Water Permanent Utility and Temporary Construction Easements)
2b. Deed book and page no.:
2c. Responsible party:
2d. Address
Street Address
600 East Fourth Street
Address Line 2
CKY
Charlotte
Postal / Zip Code
28202
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
......... ......... ......... ......... ......... .........
3a. Name:
State / Rwince / fbgim
NC
(buntry
USA
2f. Fax Number:
C Yes r No
C Yes r No
v

Bill Deal
3b. Business Name:
Charlotte Water
3c.Address
Street Address
600 East Fourth Street
Address Line 2
City
Charlotte
Posted / Zip Code
28202
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(ff appropnate)
1c. Nearest municipality/town:
Charlotte
2. Project Identification
2a. Property Identification Number:
N/A
2c. Project Address
Street Address
Address Line 2
CKY
Posted / Zip (ode
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Unnamed Tributary to Reedy Creek
3b. Water Resources Classification of nearest receiving water:*
Class C
3c. What river basin(s) is your project located in?*
Yadkin -Pee Dee
3d. Please provide the 12 -digit HUC in which the project is located.
030401050302
4. Project Description and History
State / Province / Fbgw
NC
Country
USA
3e. Fax Number:
2b. Property size:
State / Province / Region
Cbuntry
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the South and Frances Irene Drive to the North in Mecklenburg County, North Carolina.
Existing land use in the vicinity of the project includes mixed hardwood/pine forest, residential development, and maintained areas.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
f Yes F No f Unknown
4d. Attach an 8 1/2 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
LindaLake_Fig2_USGS.pdf 1.3MB
4e. Attach an 8 1/2 X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
LindaLake_Fig3_SSURGO.pdf 2.62MB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
229

4h. Explain the purpose of the proposed project:*
The project area is located downstream of Delta Lake and is bounded by Linda Lake Drive to the South and Frances Irene Drive to the North in Mecklenburg County, North Carolina.
Emsting land use in the vicinity of the project includes mixed hardwood/pine forest, residential development, and maintained areas.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will utilize natural channel design techniques to address the instabilities within the stream channel. A variable constructed riffle and utility bank protection will be used to
create grade control, provide in -stream habitat, enhance aquatic life passage through the project area and to help protect the banks. Overall, the design seeks to stabilize the channel,
reduce erosion, elevate the channel bed, improve in -stream habitat and geomorphology. Bank stabilization will also aid in the reduced erosion near the utility stream crossing. It is
anticipated that a back -hoe and/or mini excavator will be used to shape the channels and construct the in -stream structures. The work will be performed in the dry by utilizing a pump -
around system.
4j. Please upload project drawings for the proposed project.
07 Linda Lake-11x17.pdf 2.36MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No f Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5dl. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands R Streams -tributaries r Buffers
F_ Open Waters r Pond Construction
3. Stream Impacts
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
227
3i. Total stream and ditch impacts:
237
3i. Total temporary stream impacts:
10
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
F
?)
Jurisdiction*
length*
S1
Restoration/Stabilization
Permanent
Stabilization
UT to Reed Creek
Y
Perennial
Both
8
197
Average (feet)
(linearfeet)
32
Installation of Impervious
Temporary
Other
UT to Reedy Creek
Perennial
Both
8
10
Dike and Pump Around
Average (feet)
(linearfcet)
Stream Bank Stabilization
Permanent
Bank Stabilization
UT to Reed Creek
Yand
Perennial
::]
Both
1�1�]
Protection
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
227
3i. Total stream and ditch impacts:
237
3i. Total temporary stream impacts:
10

3j. Comments:
The project will result in 197 linear feet of permanent impacts to potential non -wetland waters of the US for restoration activities and 10 linear feet of
temporary impacts to construct the stream restoration. The project will also result in 30 linear feet of permanent impacts to potential non -wetland
waters of the US for bank stabilization. The project will result in a, net loss of 24 If of potential non -wetland waters of the US from implementing natural
channel design techniques to return the channel to its natural bed and the repair/removal of extremely tight meanders, caused by severe erosion
which has added additional stream length.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All impacts are associated with stream restoration activities and will follow specific restoration protocols.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Several of the measures that will be implemented in order to minimize impacts include the utilization of a pump -around to facilitate work in the dry, the
use of temporary erosion control matting and planting of native vegetation for stabilization. All sediment and erosion control and de -watering measures
will be removed upon completion of construction and the temporary areas of disturbance will be stabilized and restored to pre -construction contours.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
f Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Stream impacts are associated with stream restoration and bank stabilization, and do not require Compensatory Mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
f Yes r No
If no, explain why:
Stream restoration and bank stabilization project.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r^ Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federallstate/local) funds or the use of public (federal/state) land?*
G Yes r' No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r' Yes r No
Comments:*
Stream restoration and bank stabilization project.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H.1 300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 213.0200)? *
r' Yes r No
I Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
r Yes r No

3b. If you answered "no," provide a short narrative description.
Stream restoration and bank stabilization project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r- Yes r No
5d. Is another Federal agency involved?*
r- Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r- Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r- Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A data review was conducted using North Carolina Natural Heritage Program (NCNHP) Data E)plorer on February 15, 2019, to determine the
presence of any federally -listed, candidate endangered, threatened species, or critical habitat located within the project area. Based on the NCNHP
review, there are no records of federally -protected species within the project limits or within a mile of the project site. A copy of the data review report
is attached.
Consultation Documentation Upload
12_LL_NCNHP.pdf 1.33MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
North Carolina Natural Heritage Program Database
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?*
r- Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO online GIS service was consulted on February 15, 2019, and found no sites of architectural, historic, or archaeological significance within the
project corridor.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FIRM Panel 4449 (Effective March 2, 2009); Flood Risk Information System (FRIS)
Miscellaneous -
Comments
Miscellaneous attachments not previously requested.

00_Complete _Linda _Lakes_PCN. pdf
23.5MB
Signature '�
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Chris Tinklenberg
Signature
qnfflm� 11
Date
3/22/2019

LEGEND FOR EXISTING CONDITIONS
EXISTING CREEK, DITCH OR BRANCH
EXISTING BOTTOM OF BANK (TOE)
EXISTING TOP OF BANK (TOB)
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING SANITARY SEWER C
EXISTING SANITARY SEWER EASEMENT
EXISTING OVERHEAD ELECTRIC LINE
EXISTING PROPERTY LINE
EXISTING TREE
CHARLOTTE
-------------
-------------------------
W TER
SS
SSE
OHE
4 0
LEGEND FOR PROPOSED PLAN
PROPOSED ALIGNMENT -1ODtW- CHARLOTTE, NORTH CAROLINA
PROPOSED MAJOR CONTOUR soo
PROPOSED MINOR CONTOUR 599
PROPOSED TREE PROTECTION FENCE
PROPOSED ROCK TOE
PROPOSED VARIABLE CONSTRUCTED RIFFLE
PROPOSED LOG SILL b
PROPOSED UTILITY BANK PROTECTION STREAM
REAM � REPAIR ON REEDY CREEK
PROPOSED SOIL GEOLIFT
PROPOSED FILL RTIRR/TAR TRAF DETTA TA
PROPOSED TREE REMOVAL X
LEGEND FOR EROSION CONTROL
PROPOSED LIMIT OF DISTURBANCE LOD LOD
PROPOSED TEMPORARY CONSTRUCTION EASEMENT —TCE TCE—
PROPOSED TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
PROPOSED TEMPORARY ROCK SILT CHECK ['
NOTE: LINE WEIGHTS ARE NOT DELINEATED HERE. THEY ARE CONTROLLED THROUGH CLTWater PLOTSTYLE.
FRI AFEA
DESIGN COMPANY: KIMLEY-HORN AND ASSOCIATES, INC.
PLANS PREPARED BY: KIMLEY-HORN AND ASSOCIATES, INC.
ADDRESS: 200 SOUTH TRYON ST., SUITE 200, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED: 10-30-2018
SURVEY COMPANY: JAMES MAUNEY & ASSOCIATES, P.A.
SURVEYED BY: JAMES CAMERON
ADDRESS: 6405 WILKINSON BOULEVARD, SUITE 11
PHONE: [phone]
DATE SURVEY COMPLETED: 08-29-2016
CONTRACTOR: EAGLEWOOD
INSPECTOR:- /
INSIDE CHARLOTTE: (�/) YES ( ) NO:
TOPO NO: -
VICINITY MAP
GRAPHIC SCALE IN FEET
0 125 250 500
Kimley>>> Horn
NO LICENSE $F-0102
200 SOUTH TRYON STREET, SUITE 200, CHARLOTTE, NO 28202
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NOT FOR
CONSTRUCTION
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
INDEX OF SHEETS
SHEET NUMBER
SHEETTITLE
00
COVER
01
GENERAL NOTES
02CONSTRUCTION
ACCESS
03
PLAN AND PROFILE
04
SECTIONS
OS
DETAILS
06
DETAILS
0]
DETAILS
08
DETAILS
APPROVAL SEAL
�•QtN .CAgO�,
2oy0pEES5j�yv yq s
- 02fi484 -
£ ........... 1.
•, ,�7qM R Y1N��
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE LENGTH
SIZE
LENGTH
TOTAL NO. OF MANHOLES: N/A
TOTAL NO. LOTS SERVED: N/A
PROJECT NAME: STREAM BANK REPAIR
ON REEDY CREEK TRIBUTARY DOWNSTREAM
OF DELTA LAKE
JOB NO: 7030600136-19-510
DATE OF ACTIVATION:
DATE AS BUILT: BY:
A CITY OF CHARLOTTE DEPARTMENT

GENERAL NOTES:
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM BED WORK, INCLUDING ALL
IN—STREAM, GRADING BANK STABILIZATION, AND IN—STREAM STRUCTURES ON A SECTION
OF STREAM THAT CAN BE ENTIRELY STABILIZED BEFORE TURNING FLOW INTO THE NEWLY
CONSTRUCTED CHANNEL.
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
EROSION CONTROL:
TOTAL AREA DISTURBED = 0.36 ACRES
SOIL TYPES: MONACAN (Mo).
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
THE GRADE LINE ELEVATIONS SHOWN DENOTE THE FINISHED ELEVATION OF THE THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
PROPOSED OR FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS APPLICABLE NCDENR EROSION AND SEDIMENT CONTROL REGULATIONS. THE CONTRACTOR MAY
DIRECTED BY THE DESIGNER IN ORDER TO SECURE A PROPER TIE-IN, SAVE TREES OR ADJUST LOCATION OF HAUL ROADS AND SILT FENCE AS NECESSARY AFTER SUCH PROPOSED
TO CREATE A MORE "NATURAL" APPEARANCE. CHANGES HAVE BEEN APPROVED BY THE DESIGNER.
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIS OWN SUBSURFACE
INVESTIGATIONS AS THEY RELATE TO THIS PROJECT.
SITE/EASEMENT:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED ITEMS DURING
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXISTING ROADS, FENCES, SIDEWALKS,
LANDSCAPING, CURB AND GUTTER, SEWER LINES, MANHOLES, ETC...
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPROVEMENT TO THE ROAD
CONDITION, GATES, SIDEWALKS, CURB AND GUTTER, SEWER LINES, MANHOLES AND
FENCES, REQUIRED FOR ACCESS DURING CONSTRUCTION.
ANY DRAINAGE TO PUBLIC INFRASTRUCTURE IN THE VICINITY OF THE TEMPORARY
CONSTRUCTION ENTRANCE/EXIT SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER. THE TEMPORARY CONSTRUCTION ENTRANCE/EXIST SHALL BE REMOVED AND
RETURNED TO THE ORIGINAL CONDITION OR BETTER AT THE END OF USE.
STAGING, STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS ACCESS AND
STAGING AREAS. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS ALONG THE
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK. ALL STOCKPILE AREAS MUST BE
INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE DESIGNER. ADDITIONAL
STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS. SILT FENCE
SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE STAGING
AND STOCKPILING AREAS.
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL NOT BE RAISED
AS PART OF THIS PROJECT UNLESS SHOWN. ANY EXCESS MATERIAL MUST BE
TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
MATERIALS:
THE UPPER 6" OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILL, HAUL ROADS, OR COMPACTION EQUIPMENT. TOPSOIL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL. UPON COMPLETION OF
CONSTRUCTION, TOPSOIL WILL BE SPREAD AT A DEPTH OF 2" TO 4" OVER AREAS TO BE
PLANTED. SEE PLANTING NOTES FOR ADDITIONAL INFORMATION.
STREAM BED MATERIAL, DEEMED SUITABLE BY THE DESIGNER, SHALL BE SAVED FROM
AREAS OF THE EXISTING STREAM THAT WILL BE IMPACTED BY CONSTRUCTION. THESE
AREAS WILL BE FLAGGED BY THE DESIGNER PRIOR TO THE CONSTRUCTION OF THE
PROPOSED STREAM. EXCAVATED BED MATERIALS WILL BE UTILIZED IN CLOSE PROXIMITY
TO THEIR LOCATION OF EXCAVATION, AND WILL NOT REQUIRE EXTENSIVE HAULING. THIS
EXCAVATED BED MATERIAL WILL BE USED TO SEED THE NEWLY EXCAVATED STREAM'S
RIFFLES.
THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL BE CONSIDERED
SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE ITEMS LISTED ABOVE.
APPROPRIATE AMOUNT OF SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER USE AS
BACKFILL.
OTHER SITE SPOIL SHALL BE LEGALLY TRANSPORTED OFFSITE, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED UNDER AN EROSION
CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA LAND
QUALITY SECTION'S MOORESVILLE REGIONAL OFFICE AT [phone] BEFORE ANY
SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND
QUALITY SECTION OF THE LOCATION AND METHOD OF OFFSITE SPOIL DISPOSAL. ALL
PERMITS REQUIRED FOR THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBILTY OF
THE CONTRACTOR.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE PROJECT SITE
AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING CONSTRUCTION.
TEMPORARY SILT CHECK DAMS SHALL BE CONSTRUCTED DOWNSTREAM OF THE
CONSTRUCTION AREA TO REDUCE SEDIMENT ENTERING THE STREAM.
SILT FENCE SHOULD BE LOCATED BETWEEN THE HAUL ROAD AND STREAM WHERE HAUL
ROADS ARE LOCATED NEAR A SECTION OF STREAM THAT WILL NOT BE WORKED ON AS
PART OF THIS PROJECT, OR WILL NOT BE WORKED ON WITHIN A WEEK OF CONSTRUCTING
THE HAUL ROAD.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE ISSUES
AFTER EVERY RAINFALL. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
LOCAL OR NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS. ALL DISTURBED AREAS THAT ARE NOT
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY
IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT
SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
ACCEPTANCE.
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SITE.
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 6" DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, TEMPORARY SILT CHECK DAMS, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
A FIRST STEP IN ANY LAND—DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
CONTROL EXCESS SEDIMENT, IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEOUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION.
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS. PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
CONSTRUCTION SEQUENCE:
1. THE SURVEYOR SHALL SET/STAKE THE PROPOSED STREAM CENTERLINE, AND LIMITS OF
DISTURBANCE IN THE FIELD PER THE DRAWINGS. AN ELECTRONIC COPY WILL BE
PROVIDED TO THE SURVEYOR FROM WHICH TO LAY OUT THE CENTERLINE OF THE NEW
STREAM. THE ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF THE
PROPOSED CENTERLINE, BREAKLINES OR CUT LINES DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES. THE CONTRACTOR
SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL NOTIFY THE
PROJECT ENGINEER WHEN INSTALLATION OF THESE ITEMS IS COMPLETE FOR INSPECTION
BY THE LOCAL EROSION CONTROL INSPECTOR. THE CONTRACTOR SHALL NOTIFY THE
MOORESVILLE NCDEQ REGIONAL OFFICE IN WRITING ONCE CONSTRUCTION AT THE
APPROVED IMPACT AREAS HAS COMMENCED.
3. WHERE PROPOSED CHANNEL GRADING IS TO BE PERFORMED, EXCAVATE AND STORE
DESIGNATED TOPSOIL AND CHANNEL BED MATERIAL. CLEAR THE TREES AND SHRUBS
ALONG THE PROPOSED EXCESS TREES THAT ARE TO BE SAVED AND CONSTRUCTED
AROUND. NO TREES GREATER THAN 6" DBH ARE TO BE REMOVED WITHOUT DESIGNER'S
APPROVAL. SHRUBS AND TREES LESS THAN 3" IN DIAMETER THAT ARE TO BE
TRANSPLANTED SHALL BE MARKED. THESE SHRUBS AND TREES SHALL BE SAVED FOR
TRANSPLANTING AND STOCKPILED. ALL SHRUBS AND TREES MARKED TO BE
TRANSPLANTED SHALL BE REMOVED ENSURING THAT THE ROOT MASS IS INTACT.
4. CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION
CONTROL MATTING, LIVE STAKING, MATERIAL TRANSPLANTS (INCLUDING BED MATERIAL),
AND STRUCTURES. THESE SHALL BE APPROVED BY THE DESIGNER PRIOR TO DIVERTING
STREAM FLOWS INTO THE NEW CHANNEL.
5. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED
GRADE.
6. INSTALL PLANTINGS ACCORDING TO THE PLANTING PLANS.
CONSTRUCTION SURVEY:
THE STREAM CENTERLINE, CUT AND FILL LINES, AND LIMITS OF DISTURBANCE SHOULD BE
SET AND STAKED PER THE DRAWINGS. UPON COMPLETION OF THE CONSTRUCTION
STAKING THE DESIGNER MUST INSPECT AND APPROVE THE STAKING BEFORE
CONSTRUCTION CAN BEGIN. THE DESIGNER RESERVES THE RIGHT TO ADJUST THE
LOCATION OF THE PROPOSED STREAM CENTERLINE, BREAKLINES, CUTLINES OR ANY HAUL
ROADS.
TREE PROTECTION:
TREES GREATER THAN 6" DBH OUTSIDE THE CUT LINE ARE NOT TO BE REMOVED
WITHOUT THE ENGINEER'S APPROVAL, UNLESS THEY ARE MARKED IN THE PLANS.
CONTRACTOR SHALL PREVENT DAMAGE TO TREES TO REMAIN. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
• REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING THEM WITH TREE
PAINT, SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
• REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
• CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
• REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE INFORMATION.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCHI. WORK IN THE RIGHT-OF-WAY OR
STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS. REFER
TO NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, MUTCD AND NCDOT STANDARD
DRAWINGS.
UTILITIES:
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
CORRIDOR.
UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE APPROPRIATELY
PROTECTED OR BRIDGED TO PREVENT DAMAGE. THE CONTRACTOR SHALL FURNISH ALL
SHEETING REQUIRED FOR ALL UTILITY CROSSINGS. SHEETING SHALL BE INSTALLED AS
REQUIRED TO PROTECT EXISTING UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
LINES DURING THE CONSTRUCTION PROCESS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE—CALL CENTER" BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
PHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

I I
I I 1
I II 1
1
I I 1
I I
ROPOSE TEMPORARY GIS TAX PARCEL DATA i
ONST CTION ENTRANCE
-CONTRACTOR qO FOLLOW ACCESS
THROUGH SANIFQRME TY SEWER EASEi
�E11JJ
TO FRANCINE IR E DR \ /
`APPROX. LOCATION OF /
1 SANITARY SEWER \
LIMIT OF SURVEY
SURVEY TAX PARCEL DATA �
--��
'_ - -
CONTRACTOR TO UTILIZE SANITARY SEWER
EASEMENT AS HAUL ROAD
CD
301
301 C
REEDY CREEK 3�' N 0
TRIBUTARY p
0+00
0 ss
SSE
0
I � I
I I I
I
I
I I I \
I I I
I I I
I
0
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
0
LIMITS OF DISTURBANCE
DISTURBED AREA: 0.35 ACRES
0
Mecklenburg County
PIN# 1078124
DB 10147; PG 886
/
I \ \
LINDA D
-�-- -- - LAKE R
I � _
I -
I I I I
I I
/ I
NOTES:
1. CONTRACTOR TO INSTALL ORANGE SAFETY FENCING AROUND PROJECT AREA AND ON BOTH
SIDES OF ACCESS AREA.
2. CONTRACTOR TO INSTALL SIGNAGE ON NATURE TRAILS AND ENTRANCES TO ALERT USERS
TO THE CONSTRUCTION.
3.00 TRACTOR TO REPAIR ANY IMPACT TO NATURE TRAILS AFTER CONSTRUCTION.
4. CONTRACTOR TO STAY WITHIN LOD AND NOT IMPACT BUFFER MITIGATION PLANTING OR
TREE SAVE AREA (BOTH LOCATED OUTSIDE OF LOD)
GRAPHIC SCALE IN FEET
0 25 50 100
�O

I
a
r-
�I 1I
s 301
� I
r I
E PROPOSED UTILITY BAN
PROTECTION (TYP. f
SEE DETAIL 4, SHEET 0 I l
m '
i
Q h
w \ o
J SS SS Ss
\ ss
709
\ PROPOSED ROCK TOE PROTECTION
SEE DETAIL $ SHEET 05
cNA BLOT
PROPOSED SOIL LIFT
Wj)T E
ATA 2:1 SLOPE
�asosoolss-
- -- 1 SEf DETAIL 5, SHEET 08
Job N
SS
Scale
ss
PLAN
PROPOSED FILL (TYP.)
ss ` �S
w
�
709
708
SSE
vert. _
SSE
As Ouilt
JMA
`SSI
708
707
<
>o
-
a�oo
707
EXIST.
WPVC
Wit
706
ELEv:7
.20
+n
o
yam
706
PROP9
SED G
DE
f>
� �
I
>FNo
705
XIS7ING GRADE
1
0
705
704
I
I
I
704
-
I o�a 'S
�
>�Ho
703
A e
703
1
7021
1702
701
-
701
700
'
700
699
699
6981
1
1
1 1
1
1
1
1698
697
697
696
696
695
695
0+00
1+00
Hor. Scale:l "=20'
Vert. Scale: 1"=2'
2+00
301 Yom'
-301�301� �\301\
�301�301 COIR FIBER MATT/NG WITH PLANTING
�301�301 \ ON ALL GRADED STREAM BANKS 1
i \ SEE DETAILS 7 AND 8 ON SHEET 07
PROPOSED VARIABLE 301 PROPOSED ROCK SILT CH,
00, CONSTRUCTED RIFFLE (TYP.)
_DOI SEE DETAIL 1, SHEET 05 \301 X301 w
707
e
B P 9� _. -. 706
705
OO/
F-� \ p - 704
TOP (1F BANK �\
OZ 703
7 __ F-
- _
3+00 3+07 OGRAPSIC SOAOLE IN FEET O
—Toy -- ------ - - - - +
LOD
LOD w
N9SE;_
\ m CONTRACTOR TO PUMP AROUND STREAM
BASE FLOW PER DETAIL 9 ON SHEET 08.
3+00
Mecklenburg County
PIN/ 1078124
DB 10147: PG 888
—SSE SSE SSE
__ /� ��\ ,098\ \ -f S1 .2��
I TOP OF BANK- - -`\ W" '\ -
ss
ss Ss ss ss\\ ss
h
\ mac
/R`e X00,50
VA flus
\ PROPOSED ROCK TOE PROTECTION
SEE DETAIL $ SHEET 05
cNA BLOT
PROPOSED SOIL LIFT
Wj)T E
ATA 2:1 SLOPE
�asosoolss-
- -- 1 SEf DETAIL 5, SHEET 08
Job N
SS
Scale
ss
PLAN
PROPOSED FILL (TYP.)
ss ` �S
w
�
PROFILE Hor. _
`SSE`
SSE
vert. _
SSE
As Ouilt
JMA
`SSI
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT
1+50
2+50
720
720
720
720
716
716
716
P WPOSED GR kDE
716
712EXISTI 4G GRADE
PIRDPOSED GRA E EX. 10" CLAYS WR
712
712
EXISTIN GRADE
712
708 --_—
708
708
708
—_--
— — — — — J�
_----
— — — — ----- --
— —�
�^
704
704
704
704
o
700
700
700
700
i
NI
0
UI
696 —50 —40 —30
—20 —10 0 10 20 30 40
5096
69 —50
—40 —30 —20
—10 0
10 20 30 40 5096
i
i
B
i
E
1+00
2+00
720
720
720
720
ai
i
716
716
716716
EX. 10" CLAY SSWR
EXISTING GRADE
E C 10" CLAY SSWR
EXISTING GRADE
PROPOSE GRADE
712
712
712
712
E
E
708 -----
__— ��— -- —
708
708
--- ----
-- --__
---- 708
704
704
704
704
1.
700
700
700,
— — — — 7700
s
69650 —40 —30
—20 —10 0 10 20 30 40
5pis
69650
—40 —30 —20
—10 0
10 20 30 40 5096
a
CHARLOTTE CHARLOTTE WATER
W6TER
-
CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. SECTIONS
saalas
PLAN AS NOTED FOR
PROFILE
He,. as NOTEo STREAM BANK REPAIR ON REEDY
Vert. as NOTEo CREEK TRIBUTARY DOWNSTREAM OF
mDELTA
LAKE
As Built Date
Sheet Of
JMA WIRW MAS 2�"Jy69
lNo.1 Date [Byl
Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date 04 08
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

MIN. LOG DIM. "B"
BB
BANKFULL
BANKFULL
EDGE OF WATER
a
AA
0
10 INCHES
C 1 PERCENT
EDGE OF WATER
1�
I
Ilf
+-
I
co
� z
AA
I'TOP OF BANK
6"-18" RIP RAP AT GRADE
EXISTING SANITARY
TOP OF BANK
OR FLUSH WITH BANK
SEWER PIPE (TYP)
L —
— —
WATER SURFACE
2-12" RIP RAP WITH #57 STONE
3' MIN.
ROCK SHOULD BESET FLUSH TO FINAL
0
FLOW
\, O u A
GRADE (SEE PROFILE SHEETS). CHANNEL
°
SHOULD BE OVER DUG BY 1'-2' TO
o
FILTER FABRIC
ACCOMMODATE ROCK. (IF SUBGRADE
1
4i
".
SANITARY SEWER CROSSING, THE
CONTRACTOR SHALL VERIFY PIPE DEPTH
LOW AEE _
BEFORE AND CHANNEL GRADING ABOVE).
SECTION A—A
POOL SECTION
�
as
EDGE OF WATER
O
BANKFULL
NAIL ALL UPSTREAM FACES
OF LOGS WITH NONWOVEN
m
}}
GEOTEXTILE FABRIC, TYP.
}
}
} }
BE
BOULDERS TO BE BURIED AND
PLACED AT END OF LOGS
SEE PROFILE FOR SPACING
BETWEEN LOGS, TYP.
PLAN VIEW
HEADER LOG, TYP.
SEE PROFILE FOR ELEVATION
FLOW
SLOW AREA, TYP
NAIL ALL UPSTREAM FACES OF LOGS
WITH NONWOVEN GEOTEXTILE FABRIC, TYP.
SEE PROJECT SPECIAL PROVISIONS
SECTION A—A
EXCAVATED POOL
PER PROFILE
BANKFULL
LABEL
EDGE OF WATER
a
AA
0
10 INCHES
C 1 PERCENT
FLOW
WELL GRADED MIX OF 1"-12"
RIP RAP, #57 STONE AND
NATURAL CHANNEL MATERIAL
SECTION Ell
EDGE OF WATER
BANKFULL
BOULDER AND ROCK TOE
PROTECTION WHERE NORMAL
WATER MEETS THE BANKS
KEY INTO BANK
MINIMUM OF "A"
EXCAVATED POOL
PER PROFILE
NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST
UPSTREAM LOG SILL IN THE CONSTRUCTED RIFFLE.
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED.
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED
OR COVERED AT LOW FLOWS.
DIMENSION CHART
LABEL
VALUE UNIT
A
4 FEET
B
10 INCHES
C 1 PERCENT
D
1 PERCENT
E 4 FEET
VARIABLE CONSTRUCTED RIFFLE
1
Not to Scale
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL
BE LOCATED WHERE TRAFFIC WILL BE ENTERING
OR LEAVING A CONSTRUCTION SITE TO OR
FROM A PUBLIC STREET.
2. STONE TO BE 2-3 INCH WASHED STONE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR
WI
FLONG OF SEDIMENT ONTO PUBLIC STREETS
OF EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR
AND OR CLEANOUT OF ANY MEASURES USED
TO AP SEDIMENT
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN NECCESSARY WHEELS MUST BE CLEANED
TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED,
IT SHALL BE DONE ON AN AREA STABILLIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE PLACED UNDER THE
ENTRANCE/EXIT AND SHALL BE MIRAFI 500 OR
EQUIVALE T.
NOTE: ENTRANCE WILL BE DESIGNED FOR S4-30.
BANKGRADING ABOVE RIP
RAP PER TYPICAL SECTION
OR GRADING ON PLAN
–6"-18" RIP RAP AT
GRADE/FLUSH WITH BANK
—WATER SURFACE
7 MIN. O TOE OF SLOPE
12" DEEP J
RIFFLE SECTION
MAINTENANCE
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING WITH 2–INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
2"-3"
6" MIN.
PLAN
4 TEMPORARY CONSTRUCTION ENTRANCE
Not to Scale
2-12" RIP RAP–\
AAt�
TOP 0111:1
TIE TO PROPOSED
PLAN
,BOTTOM 0, B
TOP OF BANK
FLOW
r
a
BOTTOM OF BANK
+-
co
� z
TIE TO PROPOSED
I'TOP OF BANK
6"-18" RIP RAP AT GRADE
r_-� ROCK TOE PROECTION
G NOALE
UTILITY BANK PROTECTION
J NOT TO SCALE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
Scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
He,
STREAM BANK REPAIR ON REEDY
Vert. As NDTED CREEK TRIBUTARY DOWNSTREAM OF
fAl,Date DELTA LAKE
sner c
MAS20"Jy69Revision Designed By Drawn By Project—Engr Approved By Date 05 C
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT
TIE TO PROPOSED
PLAN
TOP OF BANK
TIE TO PROPOSED
6"-18" RIP RAP AT GRADE
EXISTING SANITARY
TOP OF BANK
OR FLUSH WITH BANK
SEWER PIPE (TYP)
L —
— —
WATER SURFACE
2-12" RIP RAP WITH #57 STONE
3' MIN.
ROCK SHOULD BESET FLUSH TO FINAL
0
TOE OF SLOPE
GRADE (SEE PROFILE SHEETS). CHANNEL
°
SHOULD BE OVER DUG BY 1'-2' TO
o
FILTER FABRIC
ACCOMMODATE ROCK. (IF SUBGRADE
SANITARY SEWER CROSSING, THE
CONTRACTOR SHALL VERIFY PIPE DEPTH
12" DEEP
BEFORE AND CHANNEL GRADING ABOVE).
SECTION A—A
POOL SECTION
r_-� ROCK TOE PROECTION
G NOALE
UTILITY BANK PROTECTION
J NOT TO SCALE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
Scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
He,
STREAM BANK REPAIR ON REEDY
Vert. As NDTED CREEK TRIBUTARY DOWNSTREAM OF
fAl,Date DELTA LAKE
sner c
MAS20"Jy69Revision Designed By Drawn By Project—Engr Approved By Date 05 C
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

ROCK PROTECTION W/ VEGETATED SOIL LIFT
NOT TO SCALE
5 SOIL LIFTS
Not to Scale
8" TO 12" SPIKES VARY TIMBER SIZE
EVERY 2 FT UNEVEN SURFACE FOR GRIP DRAG CHAIN.
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
AND STRENGTH TO SUPPORT
SECTION A—A CONSTRUCTION EQUIPMENT
L TEMPORARY STREAM/DITCH CROSSING
V
Not to Scale
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
Scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
Har STREAM BANK REPAIR ON REEDY
Vert. As NOTED CREEK TRIBUTARY DOWNSTREAM OF
As 30t Date DELTA LAKE
Sheet Of
JMA MAS 2�"Jy89
Revision Surveyed By Designed By Drawn By Project—Eng, Approved By Date O6 08
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT
STREAM CHANNEL
BRIDGE MAT
III
�I
�I W ' li'I�L i
"d �j
IYI
PLANTINGS SHALL CONSIST OF�4rI
,111
Illi
SURFACE FLOW
APPROVED SPECIES AS SHOWN ON
_\\
i�
III
VERSION
SHEET 07 IN 12" LIFTS^'�
COMPACTED FILL
�I
I�
✓w VIII
12"
SPIKES EVERY 2 FT
LENGTH AS NEEDED
TOP OF LIFTS ELEVATION = 706.0'
THEN TIE BACK TO EXISTING
GROUND PER PLAN.
GRIP/DRAG CHAIN
— —
WIDTH AS NEEDED
STAGGERED ENDS
COIR FABRIC (TYP)
TO GRIP BANK
PROPOSED GRADE
SUGGESTED HARDWOOD
PER PLANS
ON OUTER SUPPORT
THREADED ROD
77
EACH 12" LIFT DOUBLE WRAPPED
COMPLETELY IN 700 GRAM COIR LIVE STAKE (TYP)
EVERY 3 FT
FIBER MATTING TO PREVENT EROSION---_,�1.0
/ / SEE SHEET 07
1. PREDRILL AND INSET 3/4" THREADED
COMPACTED FILL
STEEL RODS EVERY 3' AND SECURE WITH
\ \ \ BANKFULL WIDTH VARIES
AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY
\ `r?
2' WITH 8" TO 12" BARN SPIKES.
pO� O
NON—WOVEN GEOTEXTILE FABRIC
RECOMMENDED
BRIDGE MAT
RECOMMENDED
BASE/NORMAL FLOW ELEVATION
1/4 SUPPORT
AA
1/4 SUPPORT
1.5' BELOW BED
AA 2'-3' TYP
RIP RAP TOE PROTECTION
SEE DETAIL 2
SURFACE FLOW
BASE FLOW
SURFACE FLOW
DIVERSION
DIVERSION
STREAMBANK
ROCK PROTECTION W/ VEGETATED SOIL LIFT
NOT TO SCALE
5 SOIL LIFTS
Not to Scale
8" TO 12" SPIKES VARY TIMBER SIZE
EVERY 2 FT UNEVEN SURFACE FOR GRIP DRAG CHAIN.
IMPROVED TRACTION
CHOSEN TIMBER WITH SIZE
AND STRENGTH TO SUPPORT
SECTION A—A CONSTRUCTION EQUIPMENT
L TEMPORARY STREAM/DITCH CROSSING
V
Not to Scale
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
Scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
Har STREAM BANK REPAIR ON REEDY
Vert. As NOTED CREEK TRIBUTARY DOWNSTREAM OF
As 30t Date DELTA LAKE
Sheet Of
JMA MAS 2�"Jy89
Revision Surveyed By Designed By Drawn By Project—Eng, Approved By Date O6 08
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

CHANNEL -
NATURAL CHANNEL BOTTOM
(NO MATTING)
SECTION
EROSION CONTROL BACKFILL
MATTING
ANCHORS ON
"B" CENTERS_ i
STREAM BED
DIMENSION CHART
LABEL
VALUE
UNIT
A
6
INCHES
B
3
FEET
C
18
INCHES
D
1
FEET
E
1
FEET
"C"
EXCAVATE TRENCH AND KEY
-INTO GROUND ("A" MIN)
'- SEED AND MULCH PER VEGETATION
NOTES AND SPECIFICATIONS
EROSION CONTROL MATTING INSTALLED TO EDGE OF
CUT/FILL PER MANUFACTURER'S SPECIFICATIONS WITH
LIVE STAKING, PERMANENT AND TEMPORARY SEEDING
PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES)
KEY INTO STREAMBED
(PER TYPICAL
CROSS-SECTION BELOW)
FLOODPLAIN/EXISTING
GROUND
L"A" MIN
ANCHORSON "D"
CENTERS IN TRENCH
MATTING SHALL BE PLACED IN
TRENCH AND BACKFILLED
EXTEND MATTING BELOW TOE
OF SLOPE AND KEY INTO
STREAMBED MIN. "E"
TYPICAL CROSS SECTK)N
2" X 2" (NOMINAL)
WOODEN STAKE
ro
ANCHOR
ANCHOR TRENCH
MATTING IN ON "D" CENTERS
TRENCH
ANCHOR OVERLAP
ON "D" CENTERS
NOTES:
1. IN AREAS TO BE MATTED, ALL
SEEDING, SOIL AMENDMENTS, AND
SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH
THE PROJECT SPECIFICATIONS
PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
ANCHORS ON "B" CENTERS
/INSTALL
WOVEN COIR FIBER MAT
OVER SEED OR SOD
�P}
/ESTLEIABISHPLANT SHOWN
FOR INFORMATION ONLY
�IN STALL SPLIT .,C.. X ..C., X „D..
DEAD STOUT STAKES PER SPECIFICATIONS
"B LIVE CUTTING / GROUND
(DORMANT) !'/EXIST NG
LIVE STAKE (IN EARTH)
LIVE STAKING ZONE
"G" FROM WATER
SURFACE AS
ONLY RIPARIAN SEED MIX IN MEASURED ALONG
SANITARY SEWER EASEMENT SLOPE
O
SECTION VIEW
LNE STAAEs AFE v2- TO 7 N DIAMETER AND T-' N L 13I
$ LIVE STAKES
Not to Scale
m
FLAT TOP
LATERAL
BARK RII
SIDE BRAf
REMO'
LOW SEASO
WATER TA
45' TAI
RI ITT 1
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
WOODY VEGETATION -
LIVE STAKING
COMMOM NAME
BOTANICAL NAME
VALUE
SPACING
SILKY WILLOW
SALIX SERICBA
FEET
24" O.C.
SILKY DOGWOOD
CORNUS AMOMUM
C
24" O.C.
LNE STAAEs AFE v2- TO 7 N DIAMETER AND T-' N L 13I
$ LIVE STAKES
Not to Scale
m
FLAT TOP
LATERAL
BARK RII
SIDE BRAf
REMO'
LOW SEASO
WATER TA
45' TAI
RI ITT 1
LIVE STAKE DETAIL
NOTES:
1. IF USING WOVEN COIR FIBER
MAT, INSTALL LONG STRAW
MULCH BENEATH MAT.
GROUND
SURFACE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
Har STREAM BANK REPAIR ON REEDY
Vert. As NOTED CREEK TRIBUTARY DOWNSTREAM OF
As Balt Date DELTA LAKE
Sheet Of
JMA WIRW MOtlKC MAS 2✓2"Jy89
Surveyed By Designed By Drawn By Project—Engr Approved By Date 07 08
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT
DIMENSION CHART
LABEL
VALUE
UNIT
A
3
FEET
B
30
INCHES
C
2
FEET
D
12
INCHES
E
1/2 - 2
INCHES
F
2 - 3
FEET
G
14
FEET
GROUND
SURFACE
CHARLOTTE CHARLOTTE WATER
W6TER CHARLOTTE, NORTH CAROLINA
7030600136-19-510
Jab Na. DETAILS
scales
PLAN AS NOTED FOR
PROFILEq5 NOTED
Har STREAM BANK REPAIR ON REEDY
Vert. As NOTED CREEK TRIBUTARY DOWNSTREAM OF
As Balt Date DELTA LAKE
Sheet Of
JMA WIRW MOtlKC MAS 2✓2"Jy89
Surveyed By Designed By Drawn By Project—Engr Approved By Date 07 08
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERMCE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

FLOW PONOED DRY WORK
WATER A A AREA GEOTEXTILE DEWATERING m
ODIRT BAG WITHn STABILIZED OUTLET.
O
TOP OF �
IMPERVIOUS DIKE
PLATE UPSTREAM SIDE OF
IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON -ERODIBLE
MATERIAL, 1 FOOT THICK
2
O
F + WSE
= 3
TRENCHIN FABRIC -
MIN. 1 FOOT
FILTER FABRICPER-
SPECIFICATI ONS
PLAN VIEW
TOP WIDTH
3.0' MIN.
I
BY-PASS PUMPOUTLET--_I
OWITH ENERGY IT
DISSIPATOR, TYP.
a
PLATE WITH IMPERVIOUS I
POLYETHYLENE MEMBRANE,
20 MIL THICK
OIMPERVIOUS
DIKE, TYP. a
DRY WORK
Y AREA
EXISTING STREAM BED
CLASS I RIP RAP OR OTHER
APPROVED NON -ERODIBLE MATERIAL
SECTION A -A
IMPERVIOUS DIKE
4xD
A A
w o PUMP H SE
WELL I
GRADED MI J
B"-12" RIP
P
L
PLAN
PUMP HOSE
GRADE
FILTER FABRIC
SECTION A -A
aG10
ImA
r0
�o
v�
I
DEWATERING PUMP -,--
To R
UMP FOR SEDIMENT LADEN
WATER WITHIN WORK AREA
EDGE OFJ 1
FLOODPLAIN, TYP.
DRY WORK
TEMPORARY FLEXIBLE
PUMP HOSE, TYP.
BAG FOR APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION.
2. INSTALL GEOTEXTILE DEWATERING DIRT BAG, AS APPROVED.
3. INSTALL BYPASS PUMP AND DEWATERING PUMP AND NECESSARY TEMPORARY FLEXIBLE NOSE.
CONNECT DEWATERING PUMP TO GEOTEXTILE DEWATERING BAG.
4, PLACE UPSTREAM IMPERVIOUS DIKE AND/OR COFFER DAMS TO ISOLATE THE WORK AREA, BEGIN
BYPASS PUMPING FOR STREAM PUMP AROUND OPERATION.
5. PLACE DOWNSTREAM IMPERVIOUS DIKE FOR STREAM PUMP AROUND OPERATION. BEGIN DEWATERING
THE ISOLATED WORK AREA. AREA TO BE DEWATERED SHALL BE EQUAL TO ONE DAYS WORK.
6, PERFORM STREAM REPAIR WORK IN ACCORDANCE WITH THE PLANS.
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF IMPERVIOUS DIKES AND/OR
COFFER DAMS. REMOVE IMPERVIOUS DIKES, COFFER DAMS, PUMPS, AND TEMPORARY FLEXIBLE HOSE.
(DOWNSTREAM IMPERVIOUS DIKES COFFER DAM FIRST).
8. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH WORK DAY. THE
IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET ONLY SHOW THE UPPER AND LOWER EXTENT
OF WORK FOR EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAYS WORK.
9. REMOVE DIRT BAG AND PROPERLY DISPOSE OF CAPTURED SEDIMENT AND DIRT BAG. STABILIZE
DISTURBED AREA WITH SEED AND MULCH.
1, ALL STREAM WORK TO BE PERFORMED "IN THE DRY OUT OF STREAM FLOW EITHER BY
PUMP -AROUND OR STREAM DIVERSION WITH SILT CURTAIN.
2. IMPERVIOUS DIKES OR COFFER DAMS ARE TO BE USED TO ISOLATE WORK FROM STREAM FLOW.
3. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL TO THE WORK. THIS INCLUDES
PUMPS AND HOSES.
4. GRADED STREAM BANKS SHALL BE STABILIZED, NTH MATTING, PRIOR TO PREDICTED RAIN FALL
EVENTS, UNLESS ALL RAIN EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
5. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA.
6. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL NOTES.
BYPASS PUMP
ENERGY DISSIPATOR PUMP OUTLET FOR GLEAN UPSTREAM
CHANNEL BASE FLOW
FILL PORT WITH CAP
INTERNAL STABILIZATION BAFFLE
FILL PIPE��
1. A WATER -INFLATED TEMPORARY DAM. OR
APPROVED EQUAL, SHALL BE USED FOR THE
COFFER DAM.
2. DYNAMIC WATER HEIGHT CONDITIONS SHALL
NOT EXCEED 75% OF THE PROPERLY FILLED
HEIGHT OF THE BARRIER, OR MANUFACTURER
SPECIFICATIONS.
3. THE CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS OR MANUFACTURER'S TECHNICAL
SPECIFICATIONS FOR THE COFFER DAM PRIOR
TO CONSTRUCTION.
4. THERE SHOULD BE A MINIMUM 7.0' OFFSET
WIDTH BETWEEN THE EDGE OF THE COFFER
DAM AND THE STREAM BANK TO DIVERT THE
STREAM BASE FLOW. THE CONTRACTOR SHALL
INCREASE THIS WIDTH AS NECESSARY TO
INSURE THE SAFE PASSAGE OF STREAM
WATERS AROUND THE WORK AREA.
LIFTING LOOP
(OPTIONAL)
THERMAL SEAL
DRY WORK
AREA Wb
Oil
U
WITH CAP
EXISTING -/MIN. COFFER
STREAM
GRADE WIDTH = 9.0'
FRONT ELEVATION
FILL PORT WITH CAP
DRAIN WITH CAP— DRAIN WITH CAPS
SIDE ELEVATION
CONSTRUCTION AREA TO BE STABILIZED BY THE END
1E DAY. MAY VARY IN SIZE FROM TOTAL WORK AREA.
a
EXISTING STREAM
A CHANNEL
FP \
FPS
lip . ......
eASF4fFP_
EP— FP
EXAMPLE OF PUMP -AROUND OPERATION (SMALL STREAMS)
7.0' MIN. OFFSET WATER SURFACE
DTH FROM BANK ELEVATION (WEE) OF DIVERTED
STREAM BASE FLOW.
Z
i
0
NTEF
STAB ILIZA
BA
PIPE FILL PORT
CAP,
LIFTING LOOP
(OPTIONAL)
FILL
THERMAL SEAL
DRAIN WITH CAP
LIFTING
(OPTIONAL) PLAN VIEW
C EXAMPLE OF WATER FILLED COFFER DAM
SILT CURTAIN, TYP._\
SC SC
I EDGE OF
FLOODPLAIN, TYP.
GEOTEXTILE DEWATERING
DIRT BAG WITH STABILIZED
OUTLET. O
a
I
COFFER DAM OR
MPERVIOUS DIKE, TYP. O©
a DEWATERING PUMP
FOR SEDIMENT LADEN WATER WITHIN
WORK AREA, IF NEEDED TO CREATE
A DRY WORK AREA
II I DAILY CONSTRUCTION AREA TO BE
a STABILIZED BY THE END OF THE
�I DAY. MAY VARY IN SIZE FROM
TOTAL WORK AREA.
DRY WORK \ ��
AREA
MINIMUM REQUIRED BASE \
FLOW WIDTH FROM TOE
© OF BANK SLOPE
EXAMPLE OF STREAM DIVERSION OPERATION (LARGE
SEWN IN SPOUT
EXISTING STREAM— \
\
PUMP DISCHARGE
\
\
TOE OF BANK, TYP.
HOSE
G�TEE�•Io
DEWA
v
TOP OF EXISTING \
STREAM BANK, EYP.
J -�
FLOW I
\
STREAM DIVERSION AREA
SHOULD BE MOVED ACROSS
A
BSEA
THE AS A NY
F OW
URES THAT
STRUCTURES SPAN THE
CHANNEL ARE CONSTRUCTED
SO THAT IN -STREAM WORK
IS ALWAYS CONSTRUCTED "IN
THE DRY"
MINIMUM REQUIRED BASE \
FLOW WIDTH FROM TOE
© OF BANK SLOPE
EXAMPLE OF STREAM DIVERSION OPERATION (LARGE
SEWN IN SPOUT
PUMP DISCHARGE
HOSE
G�TEE�•Io
DEWA
v
J -�
FLOW I
HIGH STRENGTH STRAPPING
FOR SECURING SPOUT TO
PUMP HOSE
1. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
3. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
4. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
5. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
GEOTEXTILE DEWATERING
DIRT BAG STABILIZE OUTLET
0.5' LAYER OF NCDOT PLAN VIEW HIGH STRENGTH DOUBLE AS NEEDED
NO. 57 STONE STITCHED "J" TYPE SEAMS
r
�F<O
0.5' LAYER OF o �W
2"-3" RIP RAP 4
—I I III—I I III—III—III—III—III—
_ _ ___ __ ______ _EXISTING__ _
-- GROUND EXISTING GROUND LENGTH RANGE
3:1 3:1 6.0'-15.0'
DIRT BAG TO BE PLACED ON 0.5' STREAM BANK. PROVIDE STABILIZED
NON -WOVEN LAYER OF NCDOT NO. 57 STONE OUTLET TO STREAM CHANNEL
FILTER FABRIC 3.0 FEET
STABILIZED OUTLET SIDE VIEW
�EOTEXTILE DEWATERING DIRT BAGDEWATERING DIRT BAG
STREAM BYPASS PUMPING/DIVERSION DETAILS
Not to Scale
HIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. A CITY OF CHARLOTTE DEPARTMENT

■ ■■■ Roy Cooper. Governor
ME NC DEPARTMENT OF Susi Hamilton, Secretary
women NATURAL AND CULTURAL RESOURCES
0 son Walter Clark, director, Land and Water Stewardship
NCNHDE-8261
February 15, 2019
Addie Lasitter
Kimley-Horn
200 South Tryon Street
Charlotte, NC 28202
RE. Linda Lake, Charlotte Water
Dear Addie Lasitter:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally -listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butlerLncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JON E5 STREET. RALEIGH. NC 77603 • 1651 MAIL SERVICE CENTER. RALEIGH. NC 77699
OFC 919.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Linda Lake
Project No. Charlotte Water
February 15, 2019
NCNHDE-8261
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present, it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area
Managed Area Name wner Owner Type
Mecklenburg County Open Space Mecklenburg County Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on February 15, 2019; source: NCNHP, Q1 Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Linda Lake
Project No. Charlotte Water
February 15, 2019
NCNHDE-8261
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID cientific Name Common Name Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank M
Natural 25444 Dry-Mesic --- 2010 B 3 -Medium --- --- G4G5 S4
Community Oak --Hickory Forest
(Piedmont Subtype)
Natural 1577 Mesic Mixed Hardwood--- 2007-10-08 C 3 -Medium --- --- G3G4 S4
Community Forest (Piedmont
Subtype)
Vascular Plant 13743 Delphinium exaltatum Tall Larkspur 1800s Hi? 5 -Very --- Endangered G3 S2
Low
Natural Areas Documented Within a One -mile Radius of the Project Area
rite Name 1 Representational Rating Collective Rating
Reedy Creek Nature Preserve Forests R4 (Moderate) C4 (Moderate)
Managed Areas Documented Within a One -mile Radius of the Project Area
Med Are][Name ner Type Ad
Mecklenburg County Open Space Mecklenburg County Local Government
Reedy Creek Nature Preserve Mecklenburg County Local Government
Catawba Land Conservancy Easement - Doe Creek City of Charlotte Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on February 15, 2019; source: NCNHP, Q1 Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-8261: Linda Lake
sire oA '!d D' � •rr.+Y' D¢cJM15 Dr 0/yo
R I Jaf >5 S „
Church Rd
Cre
d Brlar
L:aslhrpakak ti
�,u 9
v` 3
W Ph-
me�svorth Dr �Park
��
"
Vv'`: APlaa
D O a FE�rIIStdt-
0` p< J: ��55 �h Rockmoor Ridye Rd
�h�rh7hA(n0 G2 Ur !�i ''trr - j Lake rr � m,t,"'
p"a�e�p !yJ lerra�
a
Pl Mll KaY``v 6� y
CI De null
s `Qo
G
MiddleLinda _ 13wRt tlRiprrr Dr
`li O` Na to r Cr T, L, . l"
a� r-
cocnra ¢�
D' e Rati ro ¢s '.tere Gr
JnYc`; Lake Or �����a
Devons
l2fgrl ()r Elamen ry Y � �n ti tY
Perth Cl V>ew YD rA I`boy LR o A
'R = 05
d
a Bego Plane U Markv;ay Dr w
o� terry [R l��C J H1sit"Ck Ur
C
m^ fJelivau Dr Dr, liah Ln �
O` cl' A
caSiV 1e5� urq�R
CA
90 le c)awF° Grove Park o
� yo e FLakesklr' Ur
24]
5
CPWoco gate o o -
Ab 3o °WCC East
nlrRwoa1Prrr Rd / M k t Y a
r
N
"d'116 '11c"
�a \ �Y (;rove Patk t7R'A 4 Q
W ' F.
s >:
S
February 15, 2019
Project Boundary
Buffered Project Boundary
NHP Natural Area (NHNA)
Managed Area (MAREA)
Hr ko
Grove Un -d
ist Par
Methodk
r�r
C
r
e�
1:21,205
0 0.175 0.35 0.7 mi
0 0.275 0.55 1.1 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), —sstopo, © OpenStreetMap contributors, and
the GIS User Community

jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION' 4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
William Deal
Print Nance
Capacity: ✓❑ Owner ❑ Authorized Agents
33 ��/ �
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to eonstruct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
rocess.
✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the perinitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOTIUSACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the Following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

AGENT AUTHORIZATION FORM
Name: Bill Deal P.E.
Address: _5100 Brookshire Boulevard, Charlotte, NC 28216
Phone: [phone] _
Project Nanic/Description: Stream Bank Stabilization On -Call
Date: March 1, 2019
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: David Schaeffer
Re: Stream Related Consulting and Permitting
To Whom It May Concern:
Charlotte Water hereby designates and authorizes Kimley-Horn and Associates, Inc. to act in
their behalf as their agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits/Section 401 Water Quality Certifications applications, and to furnish upon
request supplemental information in support of applications, etc. for the Stream Bank
Stabilization On -Call project fioin this day forward until successful completion of the permitting
process or revocation by Charlotte -Mecklenburg Storni Water Services.
Authorized this the -C- day of MAA6 H , Zo r y
�A/izz /194" 14, 0'66'VL
Charlotte Water
Authorized Representative
(Print Name)
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Charlotte Water
Authorized Representative
(Signature)

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Legend . , • • •iii • • • •• • • • j
r 0 1,000 2,000
Project Boundary -`a -• • Feet
iT.t• Bibit• �� _ • ..
CHARLOTTE Figure 2: USGS Topo (Mint Hill)
W TER Kimley)))Horn Reedy Creek Tributary
Charlotte, Mecklenburg County, NC
March 2019

Mecklenburg County, North Carolina (NC119) N
1 Mecklenburg County, North Carolina
(NC119)
Map Acres Percent �
Unit Map Unit Name in Pea rEnE3
AOI a
symbol AOI /.L
EnB Enon sandy loam 2 0.0 4.1°l0
to 8 percent slopes
EnD Enon sandy loam, 8 0.0 13.20/c
to 15 percentMotu
slopes
Mo Monacan loam, 0 to 0.3 82.70la '' � J
i-
2percent slopes,
frequently flooded.
Totals for Area of 0.4 100.0%. x, _ EnD ?,
Interesti1'
Ce62+
4
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41 eo
All
p1 x b r wd�
p
au : k} �el
t�t71
�Zt 3` {
Legend
Project Boundary
SSURGO Soils
Hydric Rating
- Not Hydric (0%) ceD2t
0 100 200
Hydric (1 to 32%) 1 Feet
CHARLOTTE Figure 3: SSURGO Soils
W6TER Kimley>>> Horn Reedy Creek Tributary
Charlotte, Mecklenburg County, NC
March 2019