20171239 Ver 1_More Info Received_20171204

ti ALCON
t ENGINEERING
LETTER O
TO: DWR 401 & Buffer Permitting
RANSMITTAL
DATE: September 29, 2017
PROJECT NAME: Durham EAP
PROJECT NO. E16-017
SHIP VIA: Hand Delivered t401
Q- A ER RE
& B FFER P
WE .ARE FORWARDING THE FOLLOWING: X ATTACHED
UNDER SEPARATE COVER
3
ITEMS ARE TRANSMITTED FOR:
X YOUR APPROVAL
YOUR USE
AS REQUESTED
REVIEW AND COTMNIENT
n G6GObCR D
SFP 2 `J 2017 D
REMARKS: Please let me know if you have any questions. Thank you for your time.
SIGNED: Christopher j Burkhardt
COPY TO: USACE
A4

or
December 1, 2017
Ross Sullivan, PWS, ISA Certified Arborist
Regulatory Specialist
U.S. Army Corps of Engineers (USACE)
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Re: Emergency Action Plan — New Hope Creek Parallel Interceptor
Critical Sewer & Water Transmission Main Crossings
Durham, North Carolina
Project No: E16017
Dear Mr. Sullivan:
LCON
-7INEERING
rf)'FC o g eon
Please accept the attached as our response to your comments sent via email 10/13/17 concerning the Pre -construction
Notification for the City of Durham's Emergency Action Plan — New Hope Creek Parallel Interceptor. You may recall the
City of Durham (City) Department of Water Management (DWM) owns and maintains the New Hope Creek Interceptor
(NHCI), a 48 inch gravity sewer main that is located on U.S. Army Corps of Engineers (USACE) land in the Jordan Lake
watershed. The existing NHCI was constructed circa 1981 prior to Jordan Lake's completion in 1983. The NHCI is 36 years
old and approximately 3,450 feet in length.
The City's Emergency Action Plan proposes a parallel sewer main be installed within the same easement. The proposed main
would provide 100% system redundancy so the City's wastewater can be easily diverted to the parallel interceptor system
should problems with or a failure of the existing interceptor crossing develop, in addition to providing a means for performing
normal operation and maintenance services which currently do not appear to be viable due to location and access restrictions.
Failure of the existing 48 -inch NHCI during normal operations, could discharge 80% of the SDWRF's average daily flow of 20
MGD, or approximately 16 MGD, into the adjacent New Hope Creek for the time required to install, setup, and operate a
bypass pumping system, which is estimated to take between 5 and 7 days, discharging an estimated 80 to 112 million gallons of
raw sewage into the Cape Fear River Basin. Failure of the NHCI during peak flow periods, could discharge 80% of the
SDWRF's permitted daily flow of 75 MGD, or approximately 300 to 420 million gallons of raw sewage into the Cape Fear
River Basin.
Trees will not be cut as the proposed main is within the existing maintained easement. Threatened or endangered species will
not be affected and construction impacts will be temporary. The project will not affect the above land uses. There is a
proposed comminutor junction box inside the buffer of an unnamed intermittent tributary at the south end of the project. Ms
Jennifer Burdette approved the box via phone on 11-30-17 as it is a necessary in-line feature associated with the sewer line.

EAP PCN RESPONSE TO COMMENT3S`
N
Thank you for your consideration in this matter. Please let me know if you have any questions or need additional information.
As previously discussed this project is under extraordinary circumstances due to the sites use as a water fowl impoundment
that is intentionally flooded every other year. We again respectfully request this review be expedited as much as possible in
order to finish construction before the waterfowl impoundment is flooded again. If there is anything we can do to help
expedite the review please let us know.
Respectfully submitted:
FALCON ENGINEERING, INC.
Christopher . urkhardt
Environmental Services Manager
CC:
Ms. Jennifer Burdette
NC DWR Buffer Coordinator
Attachments:
Durham EAP PCN Response to Comments
THE CITY OF DURHAM C/O K. F. CARTER ENGINEERING COMPANY/ EMERGENCY ACTION PLAN/ E16017/12.1.2017

EAP PCN RESPONSE TO COMMENTS 3
Durham New Hope Creek Interceptor PCN Response to Comments
1) Section B.3d: The information in the section appears to have been cutoff and I only have a section of the first sentence.
Please provide the complete explanation for the purpose of the proposed project.
➢ The purpose of the proposed sewer main is to allow sewage to be diverted from the existing main in the event of
failure as well as a means for normal routine inspections, condition assessment, operation and maintenance, cleaning
and to provide the City of Durham with 100% system redundancy.
2) Section C.3: There are only 3 impact sites listed in the Stream Impacts table. However, there are four stream impact
locations in the 54 -inch New Hope Creek Parallel Interceptor Plans/Permit Impact Drawings. It looks like the temporary
impacts for "Stream 4" as shown on the plans are not included in the PCN document. If the plan is to avoid the impact at
Stream 4, then remove the impact it from the permit impact drawings, but if it is indeed being impacted it needs to be included
in the table found at section C.3 of the PCN. Also, instead of square footage of stream, show the linear footage of the stream
to be impacted plus the average width of the feature at that location.
➢ There are no proposed impacts to Stream 4, revised plans with linear footage of the stream to be impacted plus the
average width of the feature at that location are attached.
3) Section C.3: All of the stream impacts are listed as temporary, but it appears that each of the streams are being lined with
riprap over the proposed pipe. Unless the plan is to remove the riprap and restore the stream to pre-existing contours and
conditions, this would be considered a permanent impact and should be accounted for as such. It is good that you have a note
indicating that the riprap "shall be 'keyed -in' (placed level with stream bottom) so the outer face of the riprap is flush with the
existing grade after installation." So, just revise the permit impact drawings and PCN to account for the permanent impacts
associated with the riprap installation.
➢ Permit impact drawings and PCN have been revised to account for the permanent impacts associated with the riprap
installation.
4) Please confirm that, in wetlands, the top 6 to 12 inches of the trench will be backfilled with topsoil from the trench, as
required in the Nationwide Permit 12 description. It may be a good idea to add a note about this to the plans. If there is a
reason why this can't be done, please explain.
The top 6 to 12 inches of the trench will be backfilled with topsoil from the trench. A note has been added to the
plans.
5) According to the Additional Regional Condition for NWP #12 (4.1.9), A plan to restore and re -vegetate wetland areas
cleared for construction must be submitted with the required PCN. Cleared wedand areas shall be re -vegetated to the
maximum extent practicable with native species of canopy, shrub, and herbaceous species. Fescue grass shall not be used. I did
not see a planting plan in the information that I received. Could you please provide one or let me know if I am missing
something?
➢ Cleared wetland areas will be re -vegetated to the maximum extent practicable with native herbaceous species. Fescue
grass shall not be used. A note has been added to the plans.
6) Preliminary Jurisdictional Determination Form Attachment A: Please fill out the Aquatic Resources table.
The Aquatic Resources table is attached.
THE CITY OF DURHAM C/O K. F. CARTER ENGINEERING COMPANY/ EMERGENCY ACTION PLAN/ E16017/12.1.2017

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ 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 ❑X 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 ❑X 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.
❑ YesX❑ 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:
Emergency Action Plan- Critical Sewer & Water Transmission Main Crossings
2b.
County:
Durham
2c.
Nearest municipality / town:
Durham
2d. Subdivision name:
N/A
2e.
3.
NCDOT only, T.I.P. or state project no: N/A
Owner Information
3a.
Name(s) on Recorded Deed:
USACE
3b.
Deed Book and Page No.
See Attached
3c.
3d.
Responsible Party (for LLC if
applicable):
Street address:
Shannon Maness, Chief Ranger DEQ- AER RESOURCES
401 & BUFFER PFRMITTING
N/A
3e. City, state, zip:
Durham, Durham County
3f.
Telephone no.:
[phone] ext. 2425
3g.
Fax no.:
N/A
3h.
Email address:
Shannon. C. [e-mail]. miI
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: City of Durham is requesting an Outgrant
4b. Name:
Donald F. Greeley, P.E., PLS
4c. Business name
(if applicable):
Director of the Department of Water Management for the City of Durham
4d. Street address:
101 City Hall Plaza
4e. City, state, zip:
Durham, NC 27701
4f. Telephone no.:
[phone]
4g. Fax no.:
N/A
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Christopher J. Burkhardt
5b. Business name
(if applicable):
Falcon Engineering, Inc.
5c. Street address:
1210 Trinity Rd. Suite 110
5d. City, state, zip:
Cary NC 27513
5e. Telephone no.:
919-730-0064
5f. Fax no.:
N/A
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):
Please see attached
1 b. Site coordinates (in decimal degrees): 1
Latitude: 35.90702 Longitude: -78.97215
1 c. Property size:
3.1 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
New Hope Creek
2b. Water Quality Classification of nearest receiving water:
WS-IV;NSW
2c. River basin:
Jordan Lake / Cape Fear
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 site consists of an existing maintained utility easement used for utilities as well as a waterfowl impoundment.
3b. List the total estimated acreage of all existing wetlands on the property: 3
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 120
3d. Explain the purpose of the proposed project:
The purpose of the proposed sewer main Is to allow sewage to be diverted from the existing main In the event of failure as well as a means for normal routine inspections, condition
assessment, operation and maintenance, cleaning and to provide the City of Durham with 100% system redundancy.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves; digging a trench, and installing a sewer main utilizing typical construction equipment and best management practices.
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 ❑ 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): Christopher Burkhardt
Agency/Consultant Company: Falcon Engineering
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
See attached e-mail.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes © No
6b. If yes, explain.
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):
❑X Wetlands © Streams — tributaries ❑X 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
Tem ora
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 T
Sewer main installation
Riverine Swamp Forest
No
Corps
2.7
W2 P
Fill
Riverine Swamp Forest
No
Corps
0.01
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:
2.71
2h. Comments:
Some rip rap will be placed in the wetland to protect the pipe.
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 m
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 P
Sewer main installation
UTA
INT
Corps
6
20
S2 P
Sewer main installation
New Hope Creek
PER
Corps
48
20
S3 P
Sewer main installation
UTB
PER
Corps
16
20
S4
Choose one
-
S5
Choose one
-
S6 -
Choose one
3h. Total stream and tributary impacts
60
3i. Comments:
Rip rap will be placed over the pipe in the stream bed and keyed in.
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
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1 -
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. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
No ponds are proposed.
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 DWO)
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 ❑ Catawba ❑ Randleman © Other: Jordan Lake
6b.
Buffer Impact
number -
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
Sewer main installation
Stream 1 UTA of New Hope Creek
Yes
385
56
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
385
56
6i. Comments: The project is within an existing maintained sewer easement, no trees will be cut. However, a 400 square foot comminutor box is
required as part of the sewer. Ms. Jennifer Burdette DWR Buffer Coordinated approved the box in this location via phone 11/30/17.
Page 5of10

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.
The existing easement was constructed prior to Jordan lake and the water fowl impoundment. The area is surrounded by wetlands. The existing
easement was chosen for the parallel sewer main due to the proximity of the existing main and to avoid additional impacts to the surrounding wetlands
by creating a new easement. The sewer main is confined by 1-40 and the convergence of the existing 42 -Inch New Hope Creek Gravity Sewer and the
existing 42 -Inch Third Fork Creek Gravity Sewer.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proposed construction techniques to avoid or minimize impacts include; erosion control measures, orange barrier fencing, sift fence and wood matting,
as well as anti -seep collars for stream and wetlands crossings. NCDENR Division of Land Quality will review the erosion control plans and provided
comment.
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 ❑ 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
❑ 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
E] Yes ❑X No
buffer mitigation?
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
0
Zone 2
1.5
0
6f. Total buffer mitigation required:
0
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).
The proposed sewer main is within an existing maintained utility easement, no trees will be cut. No new buffer impacts are
6h. Comments: proposed.
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 ❑ 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.
The project is a parallel sewer main within an existing maintained sewer main easement.
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
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:
The project is a parallel sewer main within an existing maintained sewer easement.
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?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
[-] USMP❑
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
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 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
❑X Yes
❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑Yes
© No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
© No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after -the -fact permit application?
❑Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
Q No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project will not generate waste water.
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?
Natural Heritage Program GIS Data and USFWS County list of Protected Species. Suitable habitat for federally protected species or their presence
was not observed on Site. Furthermore, known populations are not recorded within 1 mile of the Site.
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?
http://www. habitat.noaa.gov/protection/eftVefhmapper/index. html
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?
NC SHPO GIS Data
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:
The project will be constructed in accordance with best management practices for installing a sewer main in a 100 year floodplain.
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM
Christopher J. Burkhardt
09-29-2017
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
A. REPORT COMPLETION DATE FOR PJD: Please see the PJD
B. NAME AND ADDRESS OF PERSON REQUESTING PJD:
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: County/parish/borough: City:
Center coordinates of site (lat/long in degree decimal format):
Lat.: Long.:
Universal Transverse Mercator:
Name of nearest waterbody:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non wetland
waters)
Geographic authority
to which the aquatic
resource "may be
subject (i.e., Section
404 or Section 10/404)
WA
35.909381
-78.970006
2.7
Wetland
401/404
S1
35.905192
-78.973623
40LF
Non -wetland
401/404
S2
35.907138
-78.972220
40LF
Non -wetland
401/404
S3
35.910899
-78.968734
40LF
Non -wetland
401/404

Print Form
DMS ILF Mitigation Request Statement of Compliance with §143-214.11 & 143-214.20
(link to G.S. 143-214.11)
Prior to accessing the Division of Mitigation Services (DMS), all applicants must demonstrate compliance
with G.S. § 143-214.11 and 143-214.20. All requests MUST include this form signed and dated by the
permit applicant or an authorized agent. Please refer to DENR's Implementation Policy for more details.
Compliance Statement:
I have read and understand G.S. § 143-214.11 and 214.20 and have, to the best of my
knowledge, complied with the requirements. I understand that participation in the DMS is
voluntary and subject to approval by permitting agencies.
Please check all that apply:
Applicant is a Federal or State Government Entity or a unit of local government
meeting the requirements set forth in G.S. 143-214.11 and is not required to
purchase credits from a mitigation bank.
There are no listed mitigation banks with the credit type I need located in the
hydrologic unit where this impact will take place (link to DWR list)
0 Mitigation bank(s) in the hydrologic unit where the impacts will occur have been
contacted and credits are not currently available.
The DWR or the Corps of Engineers did not approve of the use of a mitigation
bank for the required compensatory mitigation for this project.
o This is a renewal request and the permit application is under review.
credits were not available at the time the application was submitted.
Enter date permit application was submitted for review:
Bank
Note: It is the applicant's responsibility to document any inquiries made to private mitigation
banks regarding credit availability.
CJB
I have read and understand the DMS refund policies (attached)
initial here
Signature of Applicant or Agent
12-01-17
Date
Christopher J. Burkhardt
Printed Name
Hew Hope Creek Parallel Interceptor Durham, NC
Project Name
Location

DIVISION OF MITIGATION SERVICES (DMS)
IN -LIEU FEE REQUEST FORM Revised 4/23/2015
Complete requested information, sign and date, email to kelly.williams(cDncdenr.gov. . Attachments are acceptable for clarification
purposes (location map, address or lat long is required). Information submitted is subject to NC Public Records Law and may be
requested by third parties. Review meetings are held on Tuesday afternoons.
CONTACT INFORMATION
APPLICANT'S AGENT
APPLICANT
1. Business/Company Name
Falcon Engineering, LLC.
City of Durham
2. Contact Person
Christopher Burkhardt
Donald F. Greeley, P.E., PLS
3. Street Address or P O Box
1210 Trinity RD, Suite 110
101 City Hall Plaza
4. City, State, Zip
Cary, NC 27513
Durham, NC 27701
5. Telephone Number
919.730.0064
[phone]
6. E -Mail Address
[e-mail]
[e-mail]
PROJECT INFORMATION
7. Project Name
iEmergency Action Plan- New Hope Creek Parallel Interceptor
I
8. Project Location (nearest town, city)
Durham, NC
I
9. Lat-Long Coordinates or attach a map
35.90702 / -78.97215
10. County
Durham
11. River Basin & Cataloging Unit (8 -digit)
Jordan Lake
(See Note 1)
12. Project Type "indicate owner type and
Owner Type: Government Private
write in project type (e.g. school, church, retail,
residential, apartments, road, utilities, military,
Project Type: Sewer Line
etc.)**
13. Riparian Wetland Impact (ac.) (e.g., 0.13)
i
14. Non -Riparian Wetland Impact (ac.)
15. Coastal Marsh Impact (ac.)
16. Stream Impact (ft.) (e.g. 1,234)
Warm Cool
Cold
I
17. Riparian Buffer Impact (sq. ft.)
Zone 1:
Zone 2:
Include subwatershed if Jordan or Falls Lake:
03030002 / 16-41-1-(11.5)
385
56
18. Regulatory Agency Staff Contacts
NCDWR:
USACE: Ross Sullivan
Other: Jennifer Burdette
Check (�) below if this request is for a:
ki
signing below, the applicant is confirming they have
revision to a current acceptance
read and understand the DMS refund policy posted at
nceep.net and attached to this form.
renewal of an expired acceptance
Signature of Applicant or Authorized Agent:
extension of unexpired acceptance
12-01-17
Date:
Note 1: For help in determining the Cataloging Unit, visit:www.nceep.net or contact DMS
Direct questions to Kelly Williams at 919-707-8915 or kelly.williams(cDncdenr.gov or to the front desk at 919-707-8976

Christopher Burkhardt
From: Williams, Kelly <[e-mail]>
Sent: Friday, December 01, 2017 4:10 PM
To: Christopher Burkhardt
Subject: Re: [External] Request for Buffer Mitigation
Hi- is this in Upper New Hope?
I should be able to get this taken care of for you Monday.
Kelly Williams
Division of Mitigation Services
In -Lieu Fee Program Coordinator
direct: 919.707.8915
1652 Mail Service Center
Raleigh, NC 27699-1652
The DMS Raleigh office is located in the N.C. Dept. of Environment and Natural Resources Building at 217 West Jones St.,
Suite 3000A, Raleigh, N.C. 27603. Parking and visitor access information is available on the DMS website.
From: Christopher Burkhardt <[e-mail]>
Sent: Friday, December 1, 2017 4:04:02 PM
To: Williams, Kelly
Cc: Kevin Carter ([e-mail])
Subject: [External] Request for Buffer Mitigation
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Kelly,
Please accept the attached Request for Buffer Mitigation for the New Hope Creek Interceptor in Durham.
Please let me know if you have any questions. Thanks!
CHRISTOPHER J. BURKHARDT, PWS
ENVIRONMENTAL DEPARTMENT MANAGER
FALCON ENGINEERING
1210 TRINITY RD. SUITE 110, CARY, NC 27513
T 919-706-47271 M 919-730-0064
LEARN MORE: SERVICES I PROJECTS I ABOUT

ZONE 2 - NO IMPACT
DUSTING SPUTTER BOX
EXISTING BANKING STATION
EXISTING BELT CONVEYOR
AND DUMPSTER
SOUTH DURHAM WATER
RECLAMATION FACILITY
INLET PROTECTION
SEEDETAIL 0227002
..............
STA 10.00 AT OUTSIDE
-
FACE OF WETWELL WALL
4
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EXISTING INFLUENT PUMP STATION
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Al THRUST BLOCKING
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EXISTING 42' X HE TEE
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_
SEE ROTE 5.5
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SEE DETAIL 0258558
EXISTING CURB AND GUTTER
SEE DETAIL 0242000
if
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EXISTING 12'RS FL ENG
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STA 11+20.20
cr
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51
(REVISED)
LINK EN
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EXISTING 4Y 45' IEIDS
W7RHRUST BLOCKING
SEE NOTE 5.5
EXISTING CONCRETE SIDEWALK
SEE DETAIL 0245M
151 LF SILT FENCE BE
DETAIL 0227000
EXISTING HENAVAl1
IRV-230 08
LIMITS OF DISTURBANCE II II
I I I WIDTH IPAVEMEHT I
�— EXISTING NC007 1 1 I I 1
RIGHT-OF-WAY FENCE
I
520 SF RIPRAP I I I I I I
SEE PROJECT NOTE 11 I I I I r I
ZONE 2 EXISTING NEW Ig1E I H
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INTERCEPTOR N-780101 H3 i STA 13.0
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PROPOSED SLNCHH \ I
CEPTI PROPOSED BORE PT I I I I I
STONE
� 138 IF SILT FENCE SEE 1 I� III I
L I
PROPOSED COMM TREAM 1 I
JUNCTIONBOX
SEE SHEET 13 \ PERMANENTSTREAMIMPACT
CENTERU.1IEUN 20 Linear Feet
\`� TRIBurARrA 6 foot average width
- TOPICAL SHEETING AND BRACING ZONE 1 -NO IMPACT
SSS .DETAIL 0222121
1 NCDOTRIGHT-OFWAY
RA r
- TOP I PLAN
1"-20'
ZONE 1 - PERMANENT IMPACT 56 Souare feet
ZONE 2 - PERMANENT IMPACT 385 Square Feet
NOTES
51 THERE SHALL BE NO DISTURBANCE OUTSIDE OF THE EASEMENT BOUNDARIES. SILT FENCERTEE PROTECTION FENCING, LMTSOF DISTURBANCE AM) LWSMOEXGTW
PROPOSED TREE LINES.
52 SEE MANHOLE SCHEDULE FOR ADDITIONAL INFORMATION ON EACH MANHOLE.
53 ELEVATIONS SHOWN ARE N FEET ADM MEIN SEA LEVEL AND ARE BASEDON NAD 1980 COORDINATES ARE BASE ON 1981201 I NCGS
�i 54 CONTRACTOR SHAIL ENTER AND EXIT PLANT SITE THAD"EX CHAIN IN(FENCE GATE. CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY FENCING AND
IR
APUENANCES REQUIRED DURING CONSTRUCTION TO ADEQUATELY SECURE THE "TAT ALL TIMES F EY FENCING IS REMOVED FOR CONSTRUCTION
�i 55 CONTRACTOR ALL FIELD VERFYEXACT LOCATION DEPTH ORIENTATION. JOINT TYPE,MD THRUST BLOCK LOCATION OF THE EXGTINGPSFMPRIORTOSTARTNGANYWOR(
1 1 ANY PHYSICAL INTERFERENCE SHALL BE REPORTED TO THE ENGINEER MEDIATELY SDADJUSTMENTS CAN BE MADE. F WARRANTED CONTRACTOR SHALL LOCATE NL RS FM
PPE JOINTS' BETWEEN THE PUMP STATON WALL AND THE LOCATION INDICATED CONTRACTOR SHALL FROaDE AN APPROPRIATE SPLTT.GLMD-MEGAUW JOIN RESTRAINT ON
EACH PIPE JOINT AND FITTING FOR THE THRUST IEStRMNT CONTRACTOR SIVIL REMMADEOUATE AMOUNT OF THE EXISTING THRUST BLOCKING TO INSTALL THE THRUST
li
RESTRAINTS . CONTRACTOR SHALL COORDNATENSTALLATION OF DONT RESTRAINTS AND THRUST BLOCK REMOVALS, F REQUIRED WITH THE SDWRF PLANT 9JPERNTEI4DBR
WETIANDA =TLAN 4 WETLAND A
I I � iBM41E&RAND LM
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` 270 LE OF 72 -SN RG1NBICHFl6 II III 11:
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SLEET 18 of 1 LIMITS OF DISTUREAN
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IRA
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WETLAND"A- IMPACTSI
NOTE:
1. WETLAND DELINEATIONS FOR WETLAND "A" (ROVIDED
BY ECOLOGICAL SURVEY PERFORMED BY
FALCON ENGINEERS AND SURVEYED BY
COOPER AND ASSOCIATES SURVEYORS, P.A.
2. STREAM CENTERLINES AND TOP OF BANK
I F3H8'
CIT' OF DURHAM p
PUBLIC WORKS DEPARTMENT
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PROFILE
8450
10400
10«50 11+00
11+50
12+DO
12440 H:1"-20'
1SHN
13450 14+00
14+50
15+00
16450
16+00
V:1"-4'
CEO
K.F. CARTER ENGINEERING COMPANY PLLC
711 MNIH STREET, SURE 207A
DURHAR, NORTH CAROLINA 27705
NC LICENSE NO.: R11f0
CARp��
SEAL
10952
'f-
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N F c►'
SEAL
U tNI DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA
DURHAM
1 8 6 9
mYON�A
ae9 21 17 PROJECT
W-4�E_ 54 -INCH NEW HOPE CREEK
^�- PARALLEL INTERCEPTOR
— K
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acv. No: AEYIHHOA IMn IFbIY IY: om® en
T -I,' PLAN AND PROFILE
STA 10+00 -STA 16+00
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NOTES
_
+ WW
8.1 CLASS II RIPRAP WITH TYPE II GEOTEXTILE SEPARATOR FABRICUIDERLAYMENT
=IED
�
SHALL BE ON THE STREAM BANKS AND STREAM BOTTOM. RIPRAP SWILL BE
-KEYEDI (PLACED LEVEL WITH STREAM BOTTOM) SO THE OUTER FACE OF THE
RIPRAP IS FLUSH WITH THE EXISTING GRADE AFTER INSTALLATION.
LIMITS OF DISTURBANCE
\
/
62 CONTRACTOR SHALL PROVIDE BYPASS SHALLPUMPINGECA STREAM WINE EXCAVATING
FOR PIPE INSTALLATION. CONTRACTOR SHALL EXCAVATE AND LIE A SUP AREA
WHTM ROCKS AS NEEDED TO PROVIDE FOR REWIRED BYPASS PUMPS CME SHALL
ZONE 2JN IMPACT d
BE TAKEN TO PREVENT OVERFLOW AND BYPASSING OF THE SUMP BACK TO THE
CHANNEL WRING BYPASS PUMPING. CONTRACTOR SHALL CONTINUE TO
// `
CREEK CROSSING - COFFER DAM
BYPASS
PUMP TO THE DOWNSTREAM SIDE OF THE DISTURBED AREA UNTIL THE RPE HAS
UNITED STATES OFAMERM.1
/ SEE DETAIL 0227025 AND PUMP AROUND ` J
OPERATION DETAIL 0227028
BEEN INSTALLED AND THE CHANNEL REGRADED.
r
/ WETUNDA
EXISTING
MANHOLE 9-606 35 LF ORANGE BARRIER FENCING
TO BE LOCATED AROUND EXISTING 4b�
RIM EL 237 71 MANHOLES (TYR ALL LOCATIONS)
UTO BE REMOVED AFTER CONSTRUC110N AND ALL GRADES
I LL BE RESTpRED TO PRE-EXISTING GRADES AS REQUIRED
ZO 1 - O IMP CT BY TME FINAL 2077 REGIONAL CONDITION FOR NWP IN THE
WILMINGTON D STRICT SECTION 3 10 WETLANDA
I
83 THERE SHALL BE NO DISTURBANCE OUTSIDE OF EASEMENT BOUNDARIES. SILT
FENCE/TREE PROTECTION FENCING. LIMITS OF DISTURBANCE h00) LINES AND
EXISTINGIPROPOSED TREELINES.
EXIST NEW NOPE \
\ MI LF ORAE IEP FENONG 10 BE
_Zi 81 ORNING OVER THE EXISTING IA- OR 17 INTERCEPTORS WILL NOT BE PERMITTED
Z
O
•pl
/ CREEK 484NCH \
/ �� INTERCEPTOR
/ \
LOCATED 4 -FE ME CONSTRUCTION SIDE
THE EXISTING 18aNCMl TEf{CEPTCR qNO
! \ / TURNED ACROSS 10 LF ONNEACjI ENO AS SHOWN N
NWTHOUT THE USE OF STEEL BRIDGING PLATES OR LOGGING MATS TO PREVENT
DAMAGE TO THE EXISTING PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE DESIGN OF CROSSINGS. NO CROSSINGS WILL BE PERMITTED WHEN THERE IS
1 \
J
, ( A7
LESS THAN 4 -FEET OF COVER OVER THE RPE.
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IMPACT ITN RIPRAP
DETAIL 0227000
CITY OF DURHAMSEE
LLSEE
LU
DETAIL 0227000
360 SfWETLANDA
OPE CREEK STONE FILTER(TYR)
EASEMENT
00SFCUSSIIRIPRAPWITHTYPEIIBE
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DETAIL 0227008GEOTEXTILE
STA TES OF AMERICA
UNDERLAYMENT SEE NOTE SI AND
NC OiIMPACT
PERMANINT WETLAND
LIMITS OF DISTURBANCE
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PERMANENT STRCAMIMPACT
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216
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MAT SEE DETAIL -
1700 SF CLASS 1 M71AP FOR
..... . .............
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PROFILE
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711 NINTH STREET, SUITE 207A
� CARp�y
`p SEAL 9
10952
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CLIENT
DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA
�%RHAM
9 21 17
20
PROJECT:
54 -INCH NEW HOPE CREEK
PARALLEL INTERCEPTOR
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TITLE PLAN AND PROFILE
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NOTES
7.1 CLASS I RIPRAP WITH TYPE It GEOTEX TILE SEPARATOR FABRIC UNDERUYMENT
SHALL BE PLACED ON THE STREAM BANKS AND STREAM BOTTOM. R PRAP SHIALL BE
'KEYEDTN' (PLACED LEVEL WITH STREAM BOTTOM) SO THE OUTER FACE OF THE
RIPRAP IS FLUSH NTH THE EXISTING GRADE AFTER INSTALLATION.
T2 CONTRACTOR SHALL PROVIDE BYPASS PUMPING OF STREAM WHEN EXCAVATING
FOR PIPE INSTALLATION. CONTRACTOR SHALL EXCAVATE AND LRE A SLAP AREA
NTH ROCKS AS NEEDED TO PROVIDE FOR REQUIRED BYPASS PUMPS. CME SHALL
CENTERLINE OF HOPE CREEK
BE TAKEN TO PREVENT OVERFLOW AND BYPASSING OF THE SUMP BACK TO THE
CHANNEL DURING BYPASS PUMPING. CONTRACTOR SHALL CONTINUE TO BYPASS
/
PUMP TO THEDOWNSTREAM SIDE OF THE DISTURBED AREA UNTIL THE RPE HAS
ZONE 2 - NO IMPACT
BEEN INSTALLED AND THE CHANNEL REGRADED.
LIMITS OF DISTURBANCE
7.3 THERE SHALL BE NO DISTURBANCE OUTSIDE OF EASEMENT BOUNDARIES, SILT
ROW DRECI0I,1
I
FENCHTREE PROTECTION FENCING, LIMITS OF DISTURBANCE (.00) LINES. AND
\ \
TOP OF CREM BANK
EXISTINGIPROPOSED TREELIKE&
30LFORANGE BARRIER FENCINGTOBE LOCA
7.4 DRIVING OVER THE EXISTING 48' OR 42' INTERCEPTORSNLLNOTIEPERMTTED
4 -FEET ON THE CONSTRUCTION SIDE OF
WITHOUT THE USE OF STEEL BRIDGING PUTES OR LOGGING MATS W PREVENT
EXISTING 494NCH INTERCEPTOR AND TU
\ ZON 1 O IMPAC
EXISTING MANHOLE 01605 EXISTING NEW HOPE
WETUNDA
DAMAGE TO THE EXISTING PIPE. THE CONTRACTOR SHALL BE RESPOMMM FOR
LM®SU76601TA161KA ACROSS f 0 LF ON EACH END AS
RIM El =297.7! CREEK 48 -INCH RCP
THE DESIGN OF CROSSINGS. NO CROSSINGS WILL BE PERMITTED MIEN THEE18
WETLANDA
INTERCEPTOR
LESS THAN 4 -FEET OF COVER OVER THE PIPE.
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1 131 LF SILT FENCE
STONE FILTER (TY% SEE DETAIL 0227025 AND
INTERCEPTOR CITY OF DURHAM
U
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WETUNDA SEE DETAIL 0227000
`
SEE DETAIL 0YP009 PUMP -AROUND OPERATION SEE 375 LF SILT FENCE EASEMENT
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900 SF CUSS II RIPRAP DETAIL 0227026 ILO BE REMOVEOAFTERCONN.-'- SEE DETAIL 0227000 WETLANDA
SEE NOTE 71 — \ ,_ _ _ /
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TOP OF CREEK BANK
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(UNNAMED TRIBUTARY 8)
LIED STATES LV AMERIG
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LEGEND PUBLIC
PLAN = ZONE 1 - NO IMPACT
OF DURHAM
WORKS DEPARTMENT
APPROVED
GRAPt SCA
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O TEMPORARY STREAM IMPACT
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1 Nall- 30 (1
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AFTER PPE INSTALLATION
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210
................... .................
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210
PROFILE
zzwo
22+0 ZNM 23+M 24+00 2/+50 2PM 25M 26+00
—20'
27+00
27 2"H:1
V: 1" — 4'
CECT
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5Ek
10952
CLIENT: DEPARTMENT OF WATER MANAGEMENT
CITY OF DURHAM, NORTH CAROLINA
DURHAM
�4
raiz-
B 21 17
PROJECT:
54 -INCH NEW HOPE CREEK
PARALLEL INTERCEPTOR
TITLF
�'
OAR gK.eN Iy: Ir.
K.F.CARTER ENGINEERNG COMPANY, PLLC
714 NINTH STREET, SUITE 207A
�C^
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PLAN AND PROFILE
oCsalm
b beum�l tapeta- elu Ine�cy 4 4+M aeegae Panlea a.ra, w m bebuamt el rNn, 'u M�aea anq Har pie parpeee
b .nom K bWreO. r/bace m 4+N aeaa,,.,t �Uaut a,tneneatba ana aaePtatba pY K.F.
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1
lot K.F. Carr E —
toner Fnpineerinq Cdnpmy, PLLC.
LLC.
DURHAM NORTH CAROLINA 27705
N C�
F
STA 22+00 —STA 28+00
1 8 6 9 aEatEn
nr
ApEa e[rEn["cc nils " wra s"Et �'"� O r 21
C ­ Came MC.
NC LICENSE NO: P-1210 SEAL
Crtv Of MFbCmf

Burdette, Jennifer a
From: Christopher Burkhardt <[e-mail]>
Sent: Tuesday, December 05, 2017 8:53 AM
To: [e-mail]; Burdette, Jennifer a
Cc: Kevin Carter ([e-mail])
Subject: [External] FW: Durham EAP Sewer
Attachments: EAP New Hope Creek.pdf
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
W
Attached is a copy of the DMS response letter accepting payment for mitigation on the Durham EAP — New Hope Creek
Parallel Interceptor project for your records.
Thank you.
Christopher J. Burkhardt, PWS
Environmental Department Manager
Falcon Engineers
T 919-706-4727
M 919-730-0064
cburkhardtna.falconeni!ineers.com
www.falconenizineers.com
From: Williams, Kelly[ma i Ito: kelly.wil [e-mail]]
Sent: Monday, December 04, 2017 4:04 PM
To: Christopher Burkhardt
Subject: Durham EAP Sewer
Christopher -
Attached please find a response letter from the Division of Mitigation Services for the in -lieu fee mitigation
request for the above -referenced project.
If you would like the original letter sent by mail to the applicant, please let me know. Once DMS receives the
pen -nits associated with the project from the applicant/agent, we will generate an invoice based on the
mitigation amounts specified by the pen -nits. This acceptance letter expires in six months. If an extension to
this acceptance letter is needed, please let me know prior to its expiration. We appreciate the opportunity to
provide this service to our customers. Don't hesitate to contact me if you have any questions. Information
about DMS programs can be found on the DMS Website.
Sincerely,
Kelly
Kelly Williams
In -Lieu Fee Program Coordinator
Division of Mitigation Services
Department of Environmental Quality

919 707 8915 office
Kelly.williamsAmcdenn gov
US Postal Service Address:
1652 Mail Service Center
Raleigh, NC 27699-1652
NC."Nothing Compares.,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Mitigation Services
ENV IF? ON MLNTAL OU At IT
December 4, 2017
Don Greeley
City of Durham
101 City Hall Plaza
Durham, NC 27701
ROY COOPER
MICHAEL. S. REGAN
Project: Emergency Action Plan- New Hope Creek Parallel Interceptor
County: Durham Expiration of Acceptance: 5/4/2018
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by
an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
Impact Type
Impact Quantity
8 -digit HUC
56
_
Cape Fear
Jordan- Upper New
_
Zone 2
Hope
03030002
Cape Fear
Zone1
385
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and
15A NCAC 02B.0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
Ja es. Stanfill
Ass anagement Supervisor
cc: Christopher Burkhardt, agent
State of North Carolina I Environmental Quality I Mitigation Services
1652 Mail Service Center I Raleigh, NC 27699-1652 1 217 W. Tones Street, Suite 3000
919 707 8976 T