20211641 Ver 1_Impact and designs_20211124

Strickland, Bev
From: Brandon Phillips <[e-mail]>
Sent: Monday, November 22, 2021 11:00 AM
To: Johnson, Alan
Cc: Perez, Douglas J; Karri Cecil Blackmon; Genevieve Honeycutt
Subject: [External] RE: derita branch project # 21-1641
Attachments: 2021_09_22_Derita_401_404_PHASE1.pdf; Derita PCN for email submittal.pdf; Derita
PCN Supplemental Info.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Alan, here is the info submitted for the PCN that you are looking for. Please let me know if I can provide any additional
information to help you with your review.
Thanks,
Brandon Phillips, CHMM, CMCSI
Senior Scientist
Habitat Assessment and Restoration Professionals
A Woman -Owned Small Business
301 McCullough Drive, Suite 400
Charlotte, North Carolina 28262
Direct: 704.928.6828
Office: 704.841.2841
Fax: [phone]
[e-mail]
www.habitatassessment.com
NCDOT DBE/WBE #49220
Celebrating 25 Years of Environmental Excellence!
I- I A R'A
i
HABITAT ASSESSMENT & RESTORATION PROFESSIONALS
From: Johnson, Alan <[e-mail]>
Sent: Monday, November 22, 2021 10:50 AM
To: Brandon Phillips <[e-mail]>
Cc: Perez, Douglas J <[e-mail]>
Subject: derita branch project # 21-1641
I don't find the application. I don't find the project diagram/information/plans
I do find associated info. But not, owner/agent/location maps, impact areas, etc.
Thanks
alan
1

Di.ikion ofVVAter Re%ourccs
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
2

a`'oF wArE�Q�
O Niii� ^Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 58 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Derita Branch Tributary Sanitary Sewer Improvements
2b.
County:
Mecklenburg
2c.
Nearest municipality / town:
Charlotte
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Charlotte Water
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Mac McClanahan
3d.
Street address:
5100 Brookshire Blvd
3e.
City, state, zip:
Charlotte, NC 28216
3f.
Telephone no.:
[phone]
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Brandon Phillips, CHMM
5b.
Business name
(if applicable):
Habitat Assessment and Restoration Professionals
5c.
Street address:
310 McCullough Dr., Suite 400
5d.
City, state, zip:
Charlotte, NC 28262
5e.
Telephone no.:
[phone]
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
N/A
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.25033 Longitude:-80.809823
1 c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Little Sugar Creek
2b.
Water Quality Classification of nearest receiving water:
C
2c.
River basin:
Catawba
3.
Project Description
3a. 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 proposed Derita Branch Tributary Sanitary Sewer Improvements Project corridor alignment starts from the existing sanitary sewer located in a
grassed area next to Little Sugar Creek and north of Cullman Avenue, within a contaminated industrial site. The corridor extends to the east, parallel to
Little Sugar Creek and crosses perpendicular under Little Sugar Creek and into a forested upland. A branch of the sewer crosses Derita Branch.
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 75
3d. Explain the purpose of the proposed project:
The Derita Branch Tributary Sanitary Sewer Improvements Project will serve the demands of the growing area.
3e. Describe the overall project in detail, including the type of equipment to be used:
Installation of gravity sewer pipes. Heavy equipment including tracked back-hoe/front end loaders may be used.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
❑ Yes ❑X No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Brandon Phillips
Agency/Consultant Company: HARP
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
The existing sanitary sewer has reached capacity and is at the end of its design life. The Derita Branch Sanitary Sewer Improvements Phase 1 will
then continue the required sewer improvements as Derita Branch Phase 2.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑X 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.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
No wetland impacts
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Dewatering
Little Sugar Creek
PER
Corps
25
47
S2 T
Dewatering
Derita Branch
PER
Corps
15
21
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Temporary Stream Impacts are depicted on the Attached Derita 401/404 Phase 1 plans titled "Derita_401_404_Phase 1.pdf"
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually 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
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the 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
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑X No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑X Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: Not on the main stem of Catawba
Page 5 of 10

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The Derita Branch Tributary Sanitary Sewer Improvements follows the existing sewer alignment to the greatest extent practicable and has limited the
proposed stream impacts to temporary dewatering impacts. The open cut installation will be followed by the restoration of the stream bed and banks to
original contours.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The open cut installation of the sewer across Little Sugar Creek and Derita Branch will be minimized to the greatest extent practicable. Dewatering of
the work area will ensure minimal impacts to the waters of these streams.
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?
❑ Yes ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
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:
Choose one
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.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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 ❑X 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 7 of 10

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 X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Not on the main stem of the Catawba River.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
5
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Linear
sewer project
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
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 ❑X 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
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
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 ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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 ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes ❑X 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 ❑X 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.
Linear sewer project will not add development.
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.
N/A
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP and USFWS IPaC data. See attached Threatened and Endangered Species Report by Habitat Assessment and Restoration Professionals
(HARP)/
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH mapper
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
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO Concurrence attached.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Linear sewer project with no development.
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM mapping
Mac McClanahan
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

HABITAT ASSESSMENT & RESTORATION PROFESSIONALS
301 McCullough Drive, Suite 400
Charlotte, North Carolina 28262
Office: 704.841.2841
Fax: [phone]
Email: [e-mail]
www.habitatassessment.com
A WOMAN -OWNED SMALL BUSINESS
NCDOT DBE/WBE #49220
Celebrating 25 years!
Derita Branch Sanitary Sewer Project Supplemental PCN Information
B.3a. - The proposed Derita Branch Tributary Sanitary Sewer Improvements Project corridor alignment starts from the
existing sanitary sewer located in a grassed area next to Little Sugar Creek and north of Cullman Avenue, within a
contaminated industrial site. The corridor extends to the east, parallel to Little Sugar Creek and crosses perpendicular
under Little Sugar Creek and into a forested upland. A branch line of the sewer crosses Derita Branch to tie to the
existing sewer. The sewer corridor then extends between Derita Branch and existing development to North Tryon
Street as depicted in the attached plans titled"2021_09_15_Derita_SS_Fullsize_Phase 1.pdf. The temporary stream
impacts from the sewer installation are depicted in the attached impact plans titled "Derita_401_404_Phase 1.pdf with
restoration details included. The project corridor is surrounded by mostly industrial and commercial properties located
along Cullman Avenue and North Tryon Street. This is Phase 1 of a two -phased project.
B.3d. - Charlotte Water (via subcontract with BRS/STV Joint Venture) proposes to build the Derita Branch Tributary
Sanitary Sewer Improvements Project to serve the demands of the growing area since the existing sanitary sewer has
reached capacity and is at the end of its design life. The Derita Branch Sanitary Sewer Improvements Phase 1 will then
continue the required sewer improvements as Derita Branch Phase 2.
B.3e - The Derita Branch Tributary Sanitary Sewer line replacement involves the installation of gravity sewer pipes
between Cullman Avenue and North Tryon Street. The proposed corridor alignment starts from the existing sanitary
sewer located in a grassed area next to Little Sugar Creek and north of Cullman Avenue, within a contaminated
industrial site. The corridor crosses as a dewatered open cut, perpendicular to and under Little Sugar Creek. A branch
line of the sewer crosses Derita Branch as a dewatered open cut to tie to the existing sewer. See attached plans titled
"2021_09_15_Derita _SS_Fullsize_Phase 1.pdf. The temporary stream impacts from the stream dewatering and sewer
installation are depicted in the attached impact plans titled "Derita_401_404_Phase 1.pdf with restoration details
included. Heavy equipment including tracked back-hoe/front end loaders may be used. This is Phase 1 of a two -phased
project.
E.1 - The Derita Branch Tributary Sanitary Sewer Improvements follows the existing sewer alignment to the greatest
extent practicable and has limited the proposed stream impacts to temporary dewatering impacts. The open cut
installation will be followed by the restoration of the stream bed and banks to original contours.
STREAM AND WETLAND RESTORATION AND DELINEATION - RESTORATION PLANTING - RAIN GARDEN, POND, AND WATER QUALITY BMP
MAINTENANCE AND DESIGN - MITIGATION MONITORING - INVASIVE SPECIES MANAGEMENT - 404/401 WATER QUALITY PERMITTING
SITE INSPECTION -THREATENED AND ENDANGERED SPECIES SURVEYS - PHASE I AND PHASE 2 ENVIRONMENTAL SITE ASSESSMENTS
SUPPLIER OF NATIVE TREES, SHRUBS, AND PLANTS - HARP IS A WOMAN -OWNED SMALL BUSINESS - ESTABLISHED 1996
CELEBRATING 25 YEARS OF ENVIRONMENTAL EXCELLENCE!

VICINITY MAP
NTS
STV 100 sowEnaee 'a°e'ns BAylne.
xc iP<o-`se x -osa
DESIGN COMPANY:
PLANS PREPARED BY: STV ENGINEERS, INC.
ADDRESS: 900 WEST TRADE ST., SUITE 715, CHARLOTTE, NC 28202
PHONE: [phone]
DATE DESIGN COMPLETED:
SURVEY COMPANY:
SURVEYED BY: CES GROUP ENGINEERS
ADDRESS: 1974 CAROLINA PLACE DRIVE, SUITE 140, FORT MILL SC 29708
PHONE: [phone]
DATE SURVEY COMPLETED: -
CONTRACTOR: B.R.S., INC.
ADDRESS: 208 N. HWY 49, RICHFIELD, NC 28137
PHONE: [phone]
INSPECTOR: TRAVIS/GASS
M INSIDE CHARLOTTE: YES () NO:
TOPO NO: -
CHARLOTTE
W6TER
CHARLOTTE, NORTH CAROLINA
'mull• '
Oki::�yr;�i;�-�
SANITARY SEWER IMPROVEMENTS
(PROJECT NO.: C M-40-20-02
PHASE I
LOCATION MAP
NTS
SHEET NO. 2A
MISCELLANEOUS PROJECT DETAILS
SHEET NO. 2B
MISCELLANEOUS PROJECT DETAILS
SHEET NO. 2C
MISCELLANEOUS PROJECT DETAILS
SHEET NO. 3A
30" SANITARY SEWER STREAM IMP ACTS PLAN
SHEET NO. 3B
30" SANITARY SEWER STREAM IMPACTS PROFILE
SHEET NO, 4A
30" SANITARY SEWER STREAM IMPACTS PLAN
SHEET NO. 4B
30" SANITARY SEWER STREAM IMPACTS PROFILE

GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE I s wws�wu n
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
I_I = 1_ q MAXIMUM SPACING B °.as a M> w.r�� a"AW .T I�
' = I_III_111=111_112_III _
A AND B ARE AT EQUAL ELEVATIONS CROSS SECTION
1 _� w- u_w- u_T_��m cwM
PLAN
NOT TO SCALE
CITY OF CHARLOTTE
t(D) LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
f1IAHIATTIT INCLUDES CHARLOTTE ETJ ;I.I.A 15
- _ Ili, •N� -.1.
11
CITY OF CHARLOTTE
�� LAND DEVELOPMENT STANDARDS TEMPORARY STREAM CROSSING
CHAWAYI9E. INCLUDES CHARLOTTE ETJ 30.14 H.
NOTES
I. BASE FLAW OF STREAM WILL BE PUMPED
AROUND WORK AREA AND RELEASED BACK INTO
EXISTING STREAM BELOW THE WORK AREA
ONTO RIP RAP OR CLASS B STONE PAD.
BYPASS PUMP SHALL UTILIZE LO FATING
INTAKE.
2. PUMP AROUND SYSTEM SHALL BE SUFFICIENT
SIZE TO CARRY BASE STREAM FLOW.
3. SANDBAG NATERIRL-
SRNOBRG SHALL BE WOVEN POLYPROPYLENE,
POLYETHYLENE OR PGLYANUGE FABRIC.
MINIMUM UNIT WEIGHT FOUR OUNCES PER
SQUARE YARD. MULLEN BURST STRENGTH
EXCEEDING 3m0 PSI IN CONFORMANCE WITH
THE REQUIREMENTS IN ASTM DESIGNATION
037B6. A 0 ULTRAVIOLET STRBIL ITY
EXCEEDING 7G% IN CONFORMANCE WITH THE
BEOUIRENENTS IN ASTM DESIGNATION 04355.
USE OF BURLAP IS NOT ACCEPTABLE.
4. SAND FOR — BAGE SHALL BE R MINIMUM
I IOLB/CU. ERIAL.
5. IT IS THE CONTRACTORS RESPONSIBILITY
TO FOLLOW ALL OSHA AND STATE SAFETY
RE GUI
REMENTS PERTAINING TO THIS
EXCAVATION.
G.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED PS DIRECTED BY THE
ENGINEER.
7. FOR ON -ROCK CREEK BOTTOMS, KEY
SANDBAGS ON UPSTREAM SIDE P INTO SOIL.
A. PERFORM CROSSING DURING ANTICIPATED
DRY WEATHER ONLY. INSTALL PROPOSED
UTILITY IN A DRY TRENCH.
OPEN CUT CONSTRUCTION
NOT TO SCALE
A
MIN.
IH P B
B
SEE NOTE MIN.
SANDBAG DAM SECTION
KATE.SPNORSA DAM HEIGHT SHALL BE R MINIMUM OF
FOR 6'ITESCONDITIONSUPTRAM ANDI PRESEN°NDURI6- DONSTRNGM. ADJUST
CONSTRUCTION.
x �rT" 100 STV Engineers, Inc.
1J 1 V 900 West Trade St., Suite 715
B.R.., Inc.. 8? Charlotte, NC 28202
�F o No NC License Number F-0991
A CITY OF CHARLOTTE DEPARTMENT

WETLAND AND STREAM NOTES
1. ALL WORK IN WETLANDS OR WATERS OF THE U.S. WILL BE PERFORMED IN ACCORDANCE WITH FEDERAL AND STATE
PERMITS, OR APPROVALS ISSUED FOR THIS PROJECT.
2. CONTRACTOR SHALL MINIMIZE TO THE EXTENT PRACTICABLE ANY EFFECTS TO THE AQUATIC HABITAT WHEN
CROSSING STREAMS BY RESTRICTING FLOW. WORK WILL BE PERFORMED IN STREAMS DURING PERIODS OF LOW FLOW.
THERE WILL BE NO OPEN CUT OF STREAMS WITHOUT FIRST INSTALLING PUMP AROUNDS AND DEWATERING THE WORK
AREA. ALL STREAM CROSSING WILL BE PERPENDICULAR TO THE FLOW.
3. ALL WETLAND STREAMS AND FLOODPLAIN AREAS SHALL BE RESTORED TO THEIR PRECONSTRUCTION CONTOURS
AND ELEVATIONS. THIS MAY REQUIRE REMOVING AND HAULING EXCESS SOILS AND OVERBURDEN FROM THE PIPE
LOCATION TO AN OFF —SITE LOCATION.
4. HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE PLACED ON MATS OR OTHER MEASURES MUST BE TAKEN TO
MINIMIZE HYDRIC SOIL DISTURBANCE.
5. REMOVE TOP 12 INCHES OF SOIL FROM WETLAND AREAS; EXCAVATE, STOCKPILE, AND REPLACE AFTER
CONSTRUCTION. PLACE EXCAVATED SOIL ON FILTER FABRIC WHEN STOCKPILING. RE —SEED WETLANDS WITH CUSTOM
SEED MIX OF NATIVE SPECIES SUCH AS ERNSTMX-308 (OR EQUIVALENT). USE OF FESCUE GRASS IS PROHIBITED IN
WETLANDS OR ON STREAMBANKS.
6. CONTRACTOR TO PROTECT ENDANGERED SPECIES IF ANY, IDENTIFIED IN REGULATORY PERMITS AND AS
DESIGNATED IN THE FIELD OR ON ENGINEERING DRAWINGS WHERE APPLICABLE.
7. IF CONTRACTOR UNEARTHS HISTORIC, CULTURAL, OR ARCHEOLOGICAL REMAINS OR ARTIFACTS DURING
CONSTRUCTION, IMMEDIATELY NOTIFY THE OFFICE OF STATE ARCHEOLOGY. AVOID CONSTRUCTION ACTIVITIES IN SAID
AREA UNTIL REQUIRED COORDINATION BY THE OFFICE OF STATE ARCHEOLOGY HAS BEEN COMPLETED.
8. CONTRACTOR SHALL NOT ALLOW DISCHARGE OF EXCAVATED OR FILL MATERIALS INTO WATERS OF THE U.S.
INCLUDING WETLANDS, PONDS, AND STREAMS.
9. ALL WORK SHALL BE IN CONFORMANCE WITH THE STATE OF NORTH CAROLINA WATER QUALITY GENERAL
CERTIFICATION NO. 4276, EFFECTIVE MARCH 15, 2021.
10. LIVE OR FRESH CONCRETE INCLUDING BAGS OF UNCURED CONCRETE SHALL NOT COME INTO CONTACT WITH
STREAMS OR WETLANDS UNTIL IT HAS SET OR CURED. WATER THAT INADVERTENTLY CONTACTS UNCURED CONCRETE
SHALL NOT BE DISCHARGED TO WATERS OF THE U.S.
11. IF CONSTRUCTION REQUIRES INSTALLING TEMPORARY RIPRAP, RIPRAP MATERIAL SHALL BE CLEAN AND FREE
FROM LOOSE DIRT. RESTRICT RIPRAP TO THE AREA DIRECTLY IMPACTED BY THE CONSTRUCTION ACTIVITY.
12. PIPES INSTALLED UNDER STREAMS WILL BE COVERED BY A MINIMUM 3 FEET OF FILL AND TOPPED WITH NATURAL
STREAM BED MATERIAL OF AT LEAST 12 INCHES. TEMPORARY RIPRAP SHALL BE REMOVED FROM STREAMBEDS AND
STREAMBANKS.
13. IMMEDIATELY UPON COMPLETION OF WORK INVOLVING IMPACTS TO STREAMBANKS AND STREAMBEDS, CONTRACTOR
SHALL REMOVE ALL RIPRAP, PUMP AROUNDS, SEDIMENT AND EROSION CONTROL DEVICES OR MATERIAL AND RESTORE
STREAMBANKS AND BEDS TO PRE —CONSTRUCTION ELEVATIONS AND CONTOURS USING NATURAL CHANNEL DESIGN
METHODS AND MATERIALS. STREAMBANKS WILL BE RESTORED USING THE APPROPRIATE NATIVE SEED MIX, SEE
SUGGESTED SEED MIX OR EQUIVALENT IN STREAM AND WETLAND SPECS. SEED WILL BE COVERED WITH CLEAN STRAW
AND THEN COVERED WITH MATTING. MATTING USED WILL BE 700—GRAM COIR FIBER MATTING INSTALLED USING ECO
STAKES (OR EQUIVALENT). NO METAL LANDSCAPE STAPLES WILL BE USED TO SECURE MATTING ON STREAM BANKS
OR IN WETLANDS. AFTER MATTING STREAMBANKS WILL BE PLANTED WITH APPROPRIATE VEGETATION USING NATIVE
TREE AND SHRUB SPECIES (SEE PLANTING SCHEDULE).
14. FOR CONSTRUCTION CORRIDORS IN WETLANDS AND STREAM CHANNELS, STUMPS SHALL BE GRUBBED ONLY AS
NEEDED TO INSTALL THE UTILITY LINE. REMAINING STUMPS SHALL BE CUT AT GRADE LEVEL, AND HERBICIDE APPLIED
TO THE STUMP WITH APPROPRIATE HERBICIDES LABEL FOR USE IN AQUATIC SYSTEMS.
15. MIXING OF TOPSOIL AND SUBSOIL WITHIN WETLANDS SHALL BE MINIMIZED TO THE GREATEST EXTENT POSSIBLE
16. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR WATERS OF THE U.S.
EXCEPT WITHIN THE FOOTPRINT OF THE IMPACTS AUTHORIZED BY THE STATE WATER QUALITY CERTIFICATION AND AS
SHOWN ON THE PLANS.
17. ALL WORK WITHIN STREAMS SHALL BE CONDUCTED SO THAT FLOWING WATER IN STREAM DOES NOT COME IN TO
CONTACT WITH DISTURBED AREAS.
18. SYNTHETIC FERTILIZER WILL NOT BE USED WITHIN WETLANDS OR ON STREAMBANKS. WHERE SYNTHETIC
FERTILIZERS ARE REQUIRED IN AREAS ADJACENT TO STREAMS OR WETLANDS IT SHALL BE APPLIED IN A MANNER
THAT MINIMIZES RISK OF CONTACT BETWEEN FERTILIZER AND SURFACE WATERS.
19. ALL PROPOSED TEMPORARY CULVERTS SHALL BE REMOVED, AND THE IMPACTED AREA RETURNED TO
PRECONSTRUCTION ELEVATIONS AND CONTOURS WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY IMPACT IS NO
LONGER NECESSARY.
20. ALL PROPOSED AND APPROVED TEMPORARY PIPES/ CULVERTS/ RIPRAP PADS, ETC. IN STREAMS SHALL BE
INSTALLED AS OUTLINED IN THE MOST RECENT EDITION OF THE NORTH CAROLINA SEDIMENT AND EROSION CONTROL
PLANNING AND DESIGN MANUAL OR THE NORTH CAROLINA SURFACE MINING MANUAL OR THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES,
SO AS NOT TO RESTRICT STREAM FLOW OR CAUSE DIS—EQUILIBRIUM DURING USE OF THE GENERAL CERTIFICATION.
21. MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED AND MAINTAINED REGULARLY
TO PREVENT CONTAMINATION OF SURFACE WATERS AND WETLANDS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR
OTHER TOXIC MATERIALS. CONSTRUCTION SHALL BE STAGED TO MINIMIZE EXPOSURE OF EQUIPMENT TO SURFACE
WATERS. FUELING, LUBRICATION AND MAINTENANCE SHALL NOT BE PERFORMED WITHIN 50 FEET OF A WATERBODY OR
WETLANDS.
22. CONTRACTOR SHALL REPORT TO CHARLOTTE WATER ANY PETROLEUM SPILL OF 25 GALLONS OR MORE; ANY
SPILL REGARDLESS OF AMOUNT THAT CAUSES A SHEEN ON SURFACE WATERS; ANY PETROLEUM SPILL REGARDLESS
OF AMOUNT OCCURRING WITHIN 100 FEET OF SURFACE WATERS, AND ANY PETROLEUM SPILL LESS THAN 25
GALLONS THAT CANNOT BE CLEANED UP WITHIN 24 HOURS.
23. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE/MESH SHALL NOT BE
USED ALONG STREAMBANKS OR WITHIN WETLANDS. MATTING USED ON STREAMBANKS SHALL BE 700—GRAM COIR
KEY/ANCHOR NATERIAL AT
TOP of SLOPE.
���--,,/// Iz"MIN.
FIBER INSTALLED USING WOODEN ECO STAKES (OR EQUIVALENT). NO METAL LANDSCAPE STAPLES WILL BE USED TO
�sPACING TYP.•
/
HOLD MATTING ON STREAMBANKS.
< <
GENERAL NOTES:
24. MATTING WILL BE INSTALLED ON STREAM BANKS PARALLEL TO THE FLOW OF WATER. MATTING WILL BE HEELED
36" MIN. SPACING TYP.»
1, _"Y i ORSTILELOOS ` AND
IIAK
IN 5-6 INCHES AT SEAMS.
pC NON SURETG tWTH THE SOIL.
oDIrMENSIONS SHOWN ARE
FHAVERAUDIr
_
6.
PRODUC"MMA u
MENTE THAT MUST BE
MET.
/ OVERLAP
` IN SLICE
C
OF ROCKS, SOIL SHALL BE CKS,
GRRASS. MAT/8 E GH­
HAVE GOOD
STV Engineers, Inc.
g
THE DETAIL SHOWN S P0R SLOPE
B.R.S., Inc, STU 100 900 West Trade St., Suite 715
` i�^•
oA r nN sPE _ pMONSE
Charlotte, NC 28202
20�6 NC License Number F-0991
�eHPIELo.NG.
WATER TABLE
M—FACTURERs GUIDELINES,
C HI A R L O T T E CHARLOTTE WATER
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE,
CITY OF CHARLOTTE
011tRT)) LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING DETAIL
lUE I INCLUDES CHARLOTTE BTl 30.20 1
A CITY OF CHARLOTTE DEPARTMENT

WETLAND AND STREAM NOTES
�PEIM�N.s•I
TYPE 3 DIP TRENCH
NEuaP�PEo.o.
NON—FERROUS PIPE TRENCH
�C7-1dlN'/RIIII 6
x �r �" 100 STV Engineers, Inc.
B.R.S., Inc. �J 1 V e? Charlotte900 } NCd282t02 Suite 715
�F o No NC License Number F-0991
CHARLOTTE CHARLOTTE WATER
W()TER CHARLOTTE. NORTH CAROLINA
aPJob No.Oz File No. DERITA BRANCH TRIBUTARY
Scales SANITARY SEWER
PLAN N / A IMPROVEMENTS PROJECT
PROFILE Hor. N / A
Vert. N / A
MISCELLANEOUS PROJECT DETAILS
As Built Date
Sheet Of
CES EDW EDW RCW 6/07/2021 2C
Revision Surveyed By Designed By Drawn By Project—Engr Approved By Date
A CITY OF CHARLOTTE DEPARTMENT

51
41
� SILT F
A� /00P. 13 Lr 50"
rA 2+98.76
PR SMH-5
PEi?u NENr 30'
SA NI r,4RY SEWER
EASEMENT, rYP.
� w
- R TEMPORARY 7.5'
4� SrRucriON
L r FEN h EASEM
q�
L e A
SSE
3 `S ` 3
SSE \
e
0
- STA. 0+20.00
PROP. SSMH-1
® DENOTES TEMPORARY IMPACTS IN
SURFACE WATER
® DENOTES PERMANENT IMPACTS IN
SURFACE WATER
3
� SSE 3 _
e
OP. 146+ L "
SANITARY SE%2-
STA. 1 + PROP. S
SS
LITTLE SUGAR CREEK IMPACT
AREA (AC)
LENGTH (FT)
PERMANENT SW IMPACTS
0
0
TEMPORARY SW IMPACTS
0.0114
47
No. Date I By Revision
30' 0 30' 60'
HORIZONTAL SCALE 1" = 30'
x "STV
100 STV Engineers, Inc.
B.R.S., Inc. Q Charlotte, NC900 West d282t02 Suite 715
NC License Number F-0991
I
CHARLOTTE CHARLOTTE WATER
W()TER CHARLOTTE, NORTH CAROLINA
aPJob No.Oz File No. DERITA BRANCH TRIBUTARY
Scales SANITARY SEWER
PLAN 1" = 30" IMPROVEMENTS PROJECT
PROFILE N / A
Hor.
Vert. N / A 30" SANITARY SEWER
STREAM IMPACTS PLAN
As Built Date
CES EDW EDW RCW 6/07/2021 Sheet Of
SurPr veyed By Designed By Drawn By oject—Engr Approved By Date 3A 16
A CITY OF CHARLOTTE DEPARTMENT

• z
67
67
STA. 0+00.00
PROP. 6' DIA.
STA. 1 +
PROP. 6'
SSMH-2
STA. 2+98.76
PROP. 6' DIA. MANHOLE (INSIDE DP
RO
6
MANHOLE
R
MH-3 W/ TYPE 5 COVER
& TYPE D FRAME
EL. = 682f
/ TYPE 5 COV
& TYPE D FRAME
R/M EL. = 683.
& TYPE D
RIM EL. -
FRAME
t
I
1
1 W
1
U
/
/
li
ti
J
l
/ ACKF/LL TRENCH FROM
SPRING LIN W/ CLASS 1
R/PRAP TO TOP OF PIPE
ROP. 30" C-900 DR25 PVC SANITARY SFIVER
166.26 LF @ 0.06%
EXIST. f IN 668.49 (15')
_
PROP. E /N-667.53 (30)
PROP. ff- l 669.53 (30" DROP)
PROP. E OUT 667.71 (30')
E
PROP.
PROP.
DIP SAN/TAR
132.50 LF
IN = 668.
IN = 667.63
OUT = 667.6
SEWER
0.06M
)
30")
(30 )
1 +00
2+00
6 0' 0 6 0' 12 0'
HORIZONTAL SCALE 1" = 60'
3+00
LITTLE SUGAR CREEK IMPACT
AREA (AC)
LENGTH (FT)
PERMANENT SW IMPACTS
0
0
TEMPORARY SW IMPACTS
0.0114
47
G e
.••
685
675
665
CHARLOTTE CHARLOTTE WATER
W()TER CHARLOTTE. NORTH CAROLINA
A CITY OF CHARLOTTE DEPARTMENT

r \
O �
C �
� STA. 869. 64
P PROP. I SIWH-7
W
PROP. 106+ LF 30"
SANITARY SEWER
PROP. 103 ± LF 48 "
STEEL CASING
t
40'X 15' RECE VII
® DENOTES TEMPORARY IMPACTS IN
SURFACE WATER
® DENOTES PERMANENT IMPACTS IN
SURFACE WATER
(7)
T QI �,S Cn
T
o s�
JG PIT 30' 0 30' 60'
HORIZONTAL SCALE 1" = 30'
zz
x �r �� T 100 STV Engineers, Inc.
J v CO B.R.S., Inc. �J 1 V eQ Charlotte, NC900 West d282t0.2 Suite 715
N N NC License Number F-0991
N A
Ul
CHARLOTTE CHARLOTTE WATER
W()TER CHARLOTTE, NORTH CAROLINA
DERITA BRANCH IMPACT
AREA (AC)
LENGTH (FT)
PERMANENT SW IMPACTS
0
0
TEMPORARY SW IMPACTS
0.0041
21
No. Date I By Revision
aPJob No.Oz File No. DERITA BRANCH TRIBUTARY
Scales SANITARY SEWER
PLAN 1" = 30" IMPROVEMENTS PROJECT
PROFILE N / A
Hor.
Vert. N / A 30" SANITARY SEWER
STREAM IMPACTS PLAN
As Built Date
CES EDW EDW RCW 6/07/2021 Sheet Of
Surveyed By Designed By Drawn By Project—Engr Approved By Date 4A 16
A CITY OF CHARLOTTE DEPARTMENT

STA. 0+00.00
•
IIIIIIIIIIIIIIIIIIM
Z
67
67
IIIIIIIIIIIIIIIIIIM
0+00 1 +00
6 0' 0 6 0' 12 0'
HORIZONTAL SCALE 1" = 60'
ST`] q STV Engineers, Inc.
v lOO 900 West Trade St., Suite 715
g�y� Charlotte, NC 28202
NC License Number F-0991
f AMM
DAIRY BRANCH IMPACT
AREA (AC)
LENGTH (FT)
PERMANENT SW IMPACTS
0
0
TEMPORARY SW IMPACTS
0.0041
21
Revision
695
685
675
670
665
F CHARLOTTE CHARLOTTE WATER
W()TER CHARLOTTE, NORTH CAROLINA
aPJob No.Oz File No. DERITA BRANCH TRIBUTARY
SCOIeS SANITARY SEWER
PLAN N/A IMPROVEMENTS PROJECT
PROFILE
Hor. 1 "=60'
Vert. "=6' 30" SANITARY SEWER
STREAM IMPACTS PROFILE
As Built Date
CES EDW EDW RCW 6/07/2021 Sheet Of
Surveyed By Designed By Drawn By Project—Eagr Approved By Date 413 16
A CITY OF CHARLOTTE DEPARTMENT