HomeMy WebLinkAbout20160340 Ver 1_401 Application_20160407J
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LETTER OF TRANSMITTAL
201 8")340
To: Karen Higgins Date: April 1, 2016
NCDEQ — Division of Water Quality
401 & Buffer Permitting Unit
Raleigh, North Carolina 27699-1617 REGULAR MAIL
Re: Durham County Sanitary Sewer Job No.: DRB -15000
Improvements
Nationwide Permit 12/GC 3884
I am sending you the following item(s):
COPIES DATE
NO. VE§JRIPTION
5
Agent Authorizationj�orms
5
PCN Forms
5
Sets of Exhibits
1
Check $570
1
Digital CD
These are transmitted as checked below:
❑ As requested
® For approval
❑ For review and comment
Remarks:
Water Resources & Infrastructure
Raleigh-Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361-5000 (704) 527-0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com
wp
�a
❑ For your use
❑
Ems,
Els
Water Resources & Infrastructure
Raleigh-Durham Charlotte
2905 Meridian Parkway 11301 Carmel Commons Blvd., Suite 111
Durham, North Carolina 27713 Charlotte, North Carolina
(919) 361-5000 (704) 527-0800
Designing Tomorrow's Infrastructure & Communities
McAdamsCo.com
'J McADAMS
April 1, 2016
Karen Higgins
NC DEQ - Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
I
Raleigh, NC 27699-1617
Re: Nationwide Permit 12/GC 3884
Durham County Sanitary Sewer Improvements — Chin Page Road
Durham, North Carolina
j
DRB -15000
Dear Ms. Higgins:
On behalf of Durham County Utilities we are applying for a US Army Corps of
Engineers (USACE) Nationwide Permit 12 and an NC Division of Water
Resources (DWR) Water Quality Certification 3884 for proposed impacts to
jurisdictional waters associated with sanitary sewer improvements in Durham
County. The project area extends from just south of Chin Page Road to Stirrup
I Iron Creek along a tributary to Stirrup Iron Creek in Durham, North Carolina.
The project lies within the Neuse River Basin. The following attachments are
included as part of this permit application:
• Signed Agent Authorization Form
The John R. McAdams
• PCN Form
Company, Inc.
• Fig. 1 - USGS Quad — SE Durham
• Fig. 2 - Durham County Soil Survey (Sheet 36)
Raleigh /Durham, NC
2905 Meridian Parkway
• Fig. 3.1 A -C - Existing Conditions
Durham, North Carolina 27713
• Fig. 3.2A -C - Existing Conditions with Aerial
(919) 361-5000
• Fig. 4A -C - Impacts Exhibit
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
(704)527-0800
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities
Ms. Karen Higgins
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 2of5
PROJECT LOCATION/HABITAT: The project area extends from just south
of Chin Page Road to Stirrup Iron Creek along a tributary to Stirrup Iron Creek
in Durham, North Carolina. The 2.70 -acre project area is located within an
existing Durham County Sanitary Sewer Easement.
The entire project area is an existing sanitary sewer easement consisting of
maintained herbaceous vegetation. Within the vicinity of the project area, there
is residential development to the south, and forested areas to the north, as well
as a power line easement that bisects the project area.
JURISDICTIONAL FEATURES: The subject property drains to Stirrup Iron
Creek, which is designated Class C/NSW, and is a tributary to Crabtree Creek
within the Neuse River basin (HUC 03020201). There is one perennial stream
feature (Stream A) that originates north of the project area, and flows southwest
adjacent to the project area before it flows into Stirrup Iron Creek. There are
also three intermittent streams (Streams B, C, and D) that flow across the project
area from southeast to northwest into Stream A. Portions of the buffers of all
four stream features fall within the project area. All four streams are depicted
on the Durham County Soils Survey map, and are therefore subject to the Neuse
Watershed Riparian Buffer Rules (Figure 2). These features are not subject to
the City of Durham Stream Buffer Protection Standards. There are five riparian
wetland areas within the project boundary that total 0.920 acres.
The streams and wetlands were flagged by S&EC in January 2016. The limits
of jurisdictional streams and wetlands have not been confirmed at this time.
PROPOSED IMPACTS: The proposed project known as Durham County
Sanitary Sewer Improvements — Chin Page Road is comprised of a 2.70 -acre
project area currently owned by Durham County Utilities. The proposed project
will consist of increasing the capacity of a portion of the existing sanitary sewer
outfall south of Chin Page Road in order to accommodate future development.
DRB -15000
Ms. Karen Higgins
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 3 of 5
The project was designed to minimize impacts to aquatic resources while
utilizing the remaining project area. All sedimentation and erosion control
measures will be implemented before construction to minimize runoff.
Although efforts have been made to avoid impacts to jurisdictional waters, five
wetlands will be temporarily impacted by the installation of the proposed sanitary
sewer. There are a total of 0.288 acres of riparian wetland impacts associated with
the proposed sanitary sewer improvements. There will be three temporary stream
impacts totaling 65 linear feet. There will also be 0.340 acres of impacts to Zone
1 Neuse Watershed buffers, and 0.574 acres of impacts to Zone 2 Neuse
Watershed buffers. All impacts are temporary and will occur within the existing
maintained sanitary sewer easement. Impacted buffers and wetlands will be
seeded following construction to reestablish vegetative cover.
Typical construction equipment, such as a long-arm track -hoe, front end loader,
and bush hog will be used for the initial clearing.
TOTAL PROPOSED WETLAND IMPACTS:
Impact Number
Impact Type
Area of Impact
(acres)
Wetland A (temp.)
Excavation/Fill
0.022
Wetland B (temp.)
Excavation/Fill
0.105
Wetland C (temp.)
Excavation/Fill
0.066
Wetland D (temp.)
Excavation/Fill
0.035
Wetland E (temp.)
Excavation/Fill
0.060
TOTAL
0.288 acres
DRB -15000
Ms. Karen Higgins
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 4 of 5
TOTAL PROPOSED STREAM IMPACTS:
Impact Number
Impact Type
Impact Length
(linear feet)
Stream B (temp.)
Excavation/Fill
22
Stream C (temp.)
Excavation/Fill
22
Stream D (temp.)
Excavation/Fill
21
TOTAL
65 if
TOTAL PROPOSED BUFFER IMPACTS:
Impact Number
Impact Type
Zone 1 Impact
(square feet)
Zone 2 Impact
(square feet)
I II
Streams A, B, C, and D
(UTs to Stirrup Iron
Excavation/Fill
14,815
24,971
Creek)
TOTAL
14,815 sf
24,971 sf
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional streams and
wetlands have been avoided and minimized to the maximum extent practicable.
There are a total 0.288 acres of un -forested riparian wetland impacts, 65 linear
feet of stream impacts, 0.340 acres of Zone 1 Neuse Riparian buffer impacts,
and 0.574 acres of Zone 2 Neuse Riparian buffer impacts associated with
excavation for proposed sanitary sewer upgrades within the project area. All
impacts are temporary and will occur within the existing maintained sanitary
sewer easement. Once construction is complete, all impacted areas will be
seeded to reestablish vegetative cover.
DRB -15000
Ms. Karen Higgins
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 5 of 5
STORMWATER MANAGEMENT: The project will not result in an increase
of impervious surfaces. Therefore, a stormwater management plan is not
required.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact me
at (919) 361-5000.
Sincerely,
McAdams Company
felly Roth
Environmental Consultant
Enclosures
DRB -15000
C' INAATFRQG
O c Y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: or General Permit (GP) number: NWP: NWP 12 / GC 3884
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Durham Sanitary Sewer Improvements — Chin Page Road
2b.
County:
Durham
2c.
Nearest municipality / town:
Durham
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Durham County Utilities
3b.
Deed Book and Page No.
DB: 438 PG: 317; DB: 3781 PG: 682
3c.
Responsible Party (for LLC if
applicable):
Joe Pearce, Utility Division Manager
3d.
Street address:
5926 NC Hwy 55 East
3e.
City, state, zip:
Durham, NC 27713
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ® Other, specify:
4b. Name:
Property Identification
4c. Business name
(if applicable):
1a.
4d. Street address:
0747-02-79-6017, 0747-01-99-2657, 0747-02-89-9235
4e. City, state, zip:
Site coordinates (in decimal degrees):
4f. Telephone no.:
1 c.
4g. Fax no.:
2.70 acres (area within existing Durham County Sewer
Easement limits of disturbance)
4h. Email address:
Surface Waters
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Yates
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
P.O. Box 14005
5d. City, state, zip:
Research Triangle Park, NC 27709
5e. Telephone no.:
919-361-5000
5f. Fax no.:
919-361-2269
5g. Email address:
yates@mcadamsco.com
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0747-02-79-6017, 0747-01-99-2657, 0747-02-89-9235
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.891729 N Longitude: - 78.832731 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
2.70 acres (area within existing Durham County Sewer
Easement limits of disturbance)
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Stirrup Iron Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW
2c.
River basin:
Neuse / HUC: 03020201
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
The project area extends from just south of Chin Page Road to Stirrup Iron Creek along a tributary to Stirrup Iron Creek in
Durham, North Carolina. The 2.70 -acre project area is located within an existing Durham County Sanitary Sewer Easement.
The entire project area is an existing sanitary sewer easement consisting of maintained herbaceous vegetation. Within the
vicinity of the project area, there is residential development to the south, and forested areas to the north, as well as a power line
easement that bisects the project area.
The subject property drains to Stirrup Iron Creek, which is designated Class C/NSW, and is a tributary to Crabtree Creek
within the Neuse River basin (HUC 03020201). There is one perennial stream feature (Stream A) that originates north of the
project area, and flows southwest adjacent to the project area before it flows into Stirrup Iron Creek. There are also three
intermittent streams (Streams B, C, and D) that flow across the project area from southeast to northwest into Stream A.
Portions of the buffers of all four stream features fall within the project area. All four streams are depicted on the Durham
County Soils Survey map, and are therefore subject to the Neuse Watershed Riparian Buffer Rules (Figure 2). These features
are not subject to the City of Durham Stream Buffer Protection Standards. There are five riparian wetland areas within the
project boundary that total 0.920 acres.
The streams and wetlands were flagged by S&EC in January 2016. The limits of jurisdictional streams and wetlands have not
been confirmed at this time.
3b. List the total estimated acreage of all existing wetlands on the property:
0.920 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,437 I.f. of Perennial Stream and 306 I.f. of Intermittent Stream
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to increase the capacity of a portion of the sanitary sewer outfall south of Chin
Page Road in order to accommodate future development in Durham County, NC.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project known as Durham County Sanitary Sewer Improvements — Chin Page Road is comprised of a 2.70 -acre
project area currently owned by Durham County Utilities. The proposed project will consist of increasing the capacity of a portion
of the existing sanitary sewer outfall south of Chin Page Road in order to accommodate future development.
The project was designed to minimize impacts to aquatic resources while utilizing the remaining project area. All
sedimentation and erosion control measures will be implemented before construction to minimize runoff.
Although efforts have been made to avoid impacts to jurisdictional waters, five wetlands will be temporarily impacted by the
installation of the proposed sanitary sewer. There are a total of 0.288 acres of riparian wetland impacts associated with the
proposed sanitary sewer improvements. There will be three temporary stream impacts totaling 65 linear feet. There will also be
0.340 acres of impacts to Zone 1 Neuse Watershed buffers, and 0.574 acres of impacts to Zone 2 Neuse Watershed buffers. All
impacts are temporary and will occur within the existing maintained sanitary sewer easement. Impacted buffers and wetlands will
be seeded following construction to reestablish vegetative cover.
Typical construction equipment, such as a long-arm track -hoe, front end loader, and bush hog will be used for the initial
clearing.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Corps and DWR determinations were
❑ Yes ® No ❑ Unknown
conducted within past 2 years for the Greenhawk
Development project to the west and adjacent to the
sewer line.
4b.
If the Corps made the jurisdictional determination, what type
F1 Preliminary El Final ®Unknown
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: S&EC
Name (if known): Steven Ball
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
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Tempora T
❑ Yes
® Corps
Wetland A (temp.)
Excavation/Fill
Riparian
® No
® DWQ
0.022 ac
❑ Yes
® Corps
Wetland B (temp.)
Excavation/Fill
Riparian
® No
® DWQ
0.105 ac
❑ Yes
® Corps
Wetland C (temp.)
Excavation/Fill
Riparian
® No
® DWQ
0.066 ac
❑ Yes
® Corps
Wetland D (temp.)
Excavation/Fill
Riparian
® No
® DWQ
0.035 ac
Wetland E (temp.)
Excavation/Fill
Riparian
❑ Yes
® No
® Corps
® DWQ
0.060 ac
2g. Total wetland impacts
0.288 ac
2h. Comments: See Figure 4. All impacts are temporary.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Stream B (temp.)
Excavation/Fill
UT to Stirrup Iron
Creek
INT
® Corps
® DWQ
15
22
Stream C (temp.)
Excavation/Fill
UT to Stirrup Iron
Creek
INT
® Corps
® DWQ
6
22
Stream D (temp.)
Excavation/Fill
UT to Stirrup Iron
Creek
INT
® Corps
® DWQ
6
21
3h. Total stream and tributary impacts
65
3i. Comments: See Figure 4. All impacts are temporary.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
- Permanent (P)
or Temporary
T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
N/A
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ 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.
® Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number-
Reason for
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
Figure 4 (T)
Excavation/Fill
Streams A, B, C, and D
No
14,815
24,971
(UTs to Stirrup Iron Creek)
6h. Total buffer impacts
14,815
24,971
6i. Comments: See Figure 4. All impacts are temporary.
Page 6 of 12
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional streams and wetlands have been avoided and minimized to the maximum extent practicable.
There are a total 0.288 acres of un -forested riparian wetland impacts, 65 linear feet of stream impacts, 0.340 acres of Zone
1 Neuse Riparian buffer impacts, and 0.574 acres of Zone 2 Neuse Riparian buffer impacts associated with excavation for
proposed sanitary sewer upgrades within the project area. All impacts are temporary and will occur within the existing
maintained sanitary sewer easement. Once construction is complete, all impacted areas will be seeded to reestablish
vegetative cover.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation, as
described in the Erosion Control Plan sheets to be reviewed and approved by the NC Division of Land Quality and/or
Durham County Erosion Control. All work will take place during dry conditions and can be facilitated from high, non -
jurisdictional, stable ground adjacent to the shoreline. The contractor shall install silt fence, inlet protection, sediment
traps, diversion ditches, tree protection, and other measures as shown on the erosion control plans, clearing only as
necessary to install these devices. All erosion and sediment control measures will be checked for stability and
operation following every runoff -producing rainfall, but in no case less than once every week. Any needed repairs will
be made immediately to maintain all measures designed. An erosion control inspections report is required and will be
kept by the owner's representative.
All slopes shall be graded no steeper than the angle that can be retained by vegetative cover or other adequate
erosion control devices or structures. No material for construction will be placed in wetlands, streams, or Neuse
Buffers at any time. Excavation will be limited to the area necessary for site preparation; all excavated material will be
placed and retained on high ground above the flood pool elevation. All excavated material will be placed landward of
the normal pool elevation contour on high ground and confined by adequate dikes or other retaining structures to
prevent erosion and sedimentation into adjacent waters, wetlands, or Neuse Buffers.
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
❑ Yes ® No
to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project?
❑ 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
Quantity
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee
responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project will not result in an increase of impervious surfaces.
❑ Yes ® No
Therefore, a diffuse plan is not required.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
New Proposed Impervious: 0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project will not result in an increase of impervious surfaces. Therefore, a stormwater management plan is not required.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version
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 ❑ 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
® Yes ❑ No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
GreenHawk Corporation is waiting on Durham County to approve construction plans for the Four Seasons
Renaissance residential neighborhood that GreenHawk is developing. The approval is on hold until improvements
are made to the existing sanitary sewer outfall to increase the capacity of a portion of the outfall south of Chin Page
Road. The sanitary sewer improvements will allow for the construction of new residential development. The
proposed project is a single and complete project with appropriate land use control and stormwater measures in
place for specific areas which require them.
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.
Waste water will be directed into an existing City of Durham maintained sewer line.
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The USFWS web page (http://www.fws.gov/endangered/) and the Natural Heritage virtual workroom
(http://www.ncnhp.org/web/nhp/nhp-map-viewer) were accessed on March 28, 2016 to determine if the project
would impact Endangered Species or Designated Critical Habitat. Based on this research, smooth coneflower
(Echinacea laevigata), Michaux's sumac (Rhus michauxil), and bald eagle (Haliaeetus /eucocepha/us) are federally
listed species that occur in Durham County. Based on field inspections, it is believed that no adverse impacts to
threatened and endangered species and their known habitat will occur due to the construction of the proposed
project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
An interactive map called the Essential Fish Habitat (EFH) Mapper
(http://www.habitat.noaa.gov/protection/efh/efhmapper/) was accessed on March 28, 2016 to determine if the project
will impact Essential Fish Habitat.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® 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?
A review of the North Carolina State Historic Preservation Office interactive map, which shows the locations of
properties and districts in Durham County, North Carolina entered in the National Register of Historic Places
(http://gis.ncdcr.gov/hpoweb/) was conducted on March 29, 2016. It did not reveal any listing within the project
area. It is believed the proposed project will not occur in or near an area that has been designated as having
historic or cultural preservation status by the state, federal, or tribal governments.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: This project will be designed to meet FEMA requirements and will
be reviewed by the local delegated Floodplain Manager within Durham County.
8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Insurance Rate Map Panel
0758 (Map No. 3720075800J; effective date 5/2/2006), 0757 (Map No. 3720075700J; effective date 5/2/2006),
0747 (Map No. 3720074700J; effective date 5/2/2006), 0748 (Map No. 3720074800J; effective date 5/2/2006).
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Date
Kevin Yates
Applicant/Agent's Printed Name Appli t/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version
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N DURHAM CO SANITARY SEWER IMPROVEMENTS - CHIN PAGE ROAD
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FIGURE 2. SOIL SURVEY EXHIBIT
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0 250 500 1,000 PROJECT #: DRB-15000
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April 1, 2016
Mr. Eric Alsmeyer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
j
Wake Forest, North Carolina 27587
i
1
Re: Nationwide Permit 12/GC 3884
Durham County Sanitary Sewer Improvements — Chin Page Road
Durham, North Carolina
DRB -15000
Dear Mr. Alsmeyer:
On behalf of Durham County Utilities we are applying for a US Army Corps of
Engineers (USACE) Nationwide Permit 12 and an NC Division of Water
Resources (DWR) Water Quality Certification 3884 for proposed impacts to
jurisdictional waters associated with sanitary sewer improvements in Durham
County. The project area extends from just south of Chin Page Road to Stirrup
Iron Creek along a tributary to Stirrup Iron Creek in Durham, North Carolina.
The project lies within the Neuse River Basin. The following attachments are
included as part of this permit application:
• Signed Agent Authorization Form
The John R. McAdams
• PCN Form
Company, Inc.
• Fig. 1 - USGS Quad — SE Durham
• Fig. 2 - Durham County Soil Survey (Sheet 36)
Raleigh /Durham, NC
2905 Meridian Parkway
• Fig. 3.1 A -C - Existing Conditions
Durham, North Carolina 27713
• Fig. 3.2A -C - Existing Conditions with Aerial
(919)361-5000
• Fig. 4A -C - Impacts Exhibit
Charlotte, NC
11301 Carmel Commons Blvd,
Suite 111
Charlotte North Carolina 28226
(704)527-0800
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities
Mr. E. Alsmeyer
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 2 of 5
PROJECT LOCATION/HABITAT: The project area extends from just south
of Chin Page Road to Stirrup Iron Creek along a tributary to Stirrup Iron Creek
in Durham, North Carolina. The 2.70 -acre project area is located within an
existing Durham County Sanitary Sewer Easement.
The entire project area is an existing sanitary sewer easement consisting of
maintained herbaceous vegetation. Within the vicinity of the project area, there
is residential development to the south, and forested areas to the north, as well
as a power line easement that bisects the project area.
JURISDICTIONAL FEATURES: The subject property drains to Stirrup Iron
Creek, which is designated Class C/NSW, and is a tributary to Crabtree Creek
within the Neuse River basin (HUC 03020201). There is one perennial stream
feature (Stream A) that originates north of the project area, and flows southwest
adjacent to the project area before it flows into Stirrup Iron Creek. There are
also three intermittent streams (Streams B, C, and D) that flow across the project
area from southeast to northwest into Stream A. Portions of the buffers of all
four stream features fall within the project area. All four streams are depicted
on the Durham County Soils Survey map, and are therefore subject to the Neuse
Watershed Riparian Buffer Rules (Figure 2). These features are not subject to
the City of Durham Stream Buffer Protection Standards. There are five riparian
wetland areas within the project boundary that total 0.920 acres.
The streams and wetlands were flagged by S&EC in January 2016. The limits
of jurisdictional streams and wetlands have not been confirmed at this time.
PROPOSED IMPACTS: The proposed project known as Durham County
Sanitary Sewer Improvements — Chin Page Road is comprised of a 2.70 -acre
project area currently owned by Durham County Utilities. The proposed project
will consist of increasing the capacity of a portion of the existing sanitary sewer
outfall south of Chin Page Road in order to accommodate future development.
DRB -15000
Mr. E. Alsmeyer
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 3 of 5
The project was designed to minimize impacts to aquatic resources while
utilizing the remaining project area. All sedimentation and erosion control
measures will be implemented before construction to minimize runoff.
Although efforts have been made to avoid impacts to jurisdictional waters, five
wetlands will be temporarily impacted by the installation of the proposed sanitary
sewer. There are a total of 0.288 acres of riparian wetland impacts associated with
the proposed sanitary sewer improvements. There will be three temporary stream
impacts totaling 65 linear feet. There will also be 0.340 acres of impacts to Zone
1 Neuse Watershed buffers, and 0.574 acres of impacts to Zone 2 Neuse
Watershed buffers. All impacts are temporary and will occur within the existing
maintained sanitary sewer easement. Impacted buffers and wetlands will be
seeded following construction to reestablish vegetative cover.
Typical construction equipment, such as a long-arm track -hoe, front end loader,
and bush hog will be used for the initial clearing.
TOTAL PROPOSED WETLAND IMPACTS:
Impact Number
Impact Type
Area of Impact
(acres)
Wetland A (temp.)
Excavation/Fill
0.022
Wetland B (temp.)
Excavation/Fill
0.105
Wetland C (temp.)
Excavation/Fill
0.066
Wetland D (temp.)
Excavation/Fill
0.035
Wetland E (temp.)
Excavation/Fill
0.060
TOTAL
0.288 acres
DRB -15000
Mr. E. Alsmeyer
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 4of5
TOTAL PROPOSED STREAMIMPACTS:
Impact Number
Impact Type
Impact Length
(linear feet)
Stream B (temp.)
Excavation/Fill
22
Stream C (temp.)
Excavation/Fill
22
Stream D (temp.)
Excavation/Fill
21
TOTAL
65 if
TOTAL PROPOSED BUFFER IMPACTS:
Impact Number
Impact Type
Zone I Impact
(square feet)
Zone 2 Impact
(square feet)
Streams A, B, C, and D
(UTs to Stirrup Iron
Excavation/Fill
14,815
24,971
Creek)
TOTAL
14,815 sf
24,971 sf
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional streams and
wetlands have been avoided and minimized to the maximum extent practicable.
There are a total 0.288 acres of un -forested riparian wetland impacts, 65 linear
feet of stream impacts, 0.340 acres of Zone 1 Neuse Riparian buffer impacts,
and 0.574 acres of Zone 2 Neuse Riparian buffer impacts associated with
excavation for proposed sanitary sewer upgrades within the project area. All
impacts are temporary and will occur within the existing maintained sanitary
sewer easement. Once construction is complete, all impacted areas will be
seeded to reestablish vegetative cover.
DRB -15000
Mr. E. Alsmeyer
Durham County Sanitary Sewer Improvement — Chin Page Road
April 1, 2016
Page 5 of 5
STORMWATER MANAGEMENT: The project will not result in an increase
of impervious surfaces. Therefore, a stormwater management plan is not
required.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact me
at (919) 361-5000.
Sincerely,
McAdams Company
l
Kelly Roth
Environmental Consultant
Enclosures
DRB -15000