20190189 Ver 2_NWP3 App Signed_20190730

Office Use Only:
Corps action 1D 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:
❑ Section 404 PermitXQ Section 10 Permit
1 b. Specify Nationwide Permit (N WP) number. 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular Q Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
Forth e record only for DWQ
401 Certification:
❑ Yes XL 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 Q No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ YesX❑ No
2. Project Information
2a. Name of project:
Lance Road Subdivision
2b. County:
Buncombe
2c. Nearest municipality 1 town:
Asheville
2d. Subdivision name:
Lance Road Subdivision
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Lance Road Holdings, LLC
3b. Deed Book and Page No.
5628/285
3c. Responsible Party (for LLC if
applicable):
Viktor Matuiychuk
3d. Street address:
10 Woodberry Lane
3e. City, state, zip.
Asheville, NC 28806
3f. Telephone no.:
[phone]
3g. Fax no.:
3h. Email address:
[e-mail] (Agent)
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:
Michael D. Lovoy
5b.
Business name
(if applicable):
Advantage Civil Engineering, PA
5c.
Street address:
34 Big Bear Trail
5d.
City, state, zip:
Asheville, North Carolina 28805
5e.
Telephone no.:
828-545-5393
5f.
Fax no.:
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):
9633-98-0985
1b.
Site coordinates (in decimal degrees):
Latitude: 35.456289 Longitude: -82.568463
1c.
Prop" size:
29.79 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Avery Creek
2b.
Water Quality Classification of nearest receiving water:
B
2c.
River basin:
French Broad
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:
Currently the project area includes an existing triple culvert concrete bride crossing through Avery Creek that is below the 100 -yr BFE. The crossing
serves a large residential area with multiple property owners off Lance Road. The entry road to the crossing is paved with a gravel road on the
opposite side. The surrounding parcels in the area are currently residential homes and farmland with wooded areas and meadows.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.58
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,773
3d. Explain the purpose of the proposed project:
Please see Attachment A enclosed in this submittal.
3e. Describe the overall project in detail, including the type of equipment to be used:
Please see Attachment A enclosed in this submittal.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property 1
project(including all priorphases) in thepast?
❑ Yes ❑ No ❑X Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Joel Lenk P.G.
Agency/Consultant Company: Quible & Associates, P.C.
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?
M Yes ❑ No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6,
Future Project Plans
6a.
Is this a phased project?
Q 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):
❑ 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.
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
YeslNo
-
W2
Choose one
Choose one
YeslNo
W3
Choose one
Choose one
YeslNo
W4
Choose one
Choose one
YeslNo
W5
Choose one
Choose one
YeslNo
W6
Choose one
Choose one
YeslNo
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
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)
31 P
New Bridge
Avery Creek
PER
Corps
50
22
S2 T
Excavation
Avery Creek
PER
Corps
50
24
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
46
3i. Comments:
ThE temporary excavation impact is to account for both the installation of the new bridge and removal of the existing bridge. This includes a working
area buffer.
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 individually list all open water impacts below_
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02 -
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
Sc. 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:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pend 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 miti ation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ 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)
BI
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
YeslNo
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

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.
Please see Attachment A enclosed in this submittal.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see Attachment A enclosed in this submittal.
2. Com ensato 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
projects
❑ 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 ©WQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes OX No
fib. 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 (requires! by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
[J Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
31
2b. Does this project require a Stormwater Management Plan?
Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Local (Buncombe County) regulations require a stormwater management plan. Water Quality and Detention of the storm water runoff will be provided
through Bioretention and StormTech systems.
2e. Who will be responsible for the review of the Stormwater Management Plan? Buncombe County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Buncombe County
0 Phase 11
3b. Which of the following locally -implemented stormwater management programs
D NSW
❑ 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
DHOW
4a. Which of the following state -implemented stormwater management programs apply
nORW
(check all that apply):
❑Session Law 2005-246
❑ 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 [l 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 (federallstate/local) funds or the
❑ Yes ❑X 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
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
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
leiter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. 1s 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?
El Yes 0 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
❑YesXQ 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.
This NWP 3 will improve access to existing neighborhood and allow access to the proposed 92 lot subdivision that is proposed off of Lance Road. This
project will not result in any additional development in the surrounding area.
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.
Wastewa
er rom the project will be collected in a public sewer extension to be owned and operated by the Metropolitan Sewerage District of
Buncombe County,
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 Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
ElYes 0 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?
US Fish & Wildlife Online Mapping
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?
NC DENR Mapping
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?
The NC Historic Preservation Office website
8. Flood Zone Designation (Corps Requirement)
-F-
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
X❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Floodplain permits will be applied for through local floodplain manager, in this case Buncombe County.
8c. What source(s) did you use to make the floodplain determination?
Flood Risk Information System website.
`
3 -1r -I9
Applicant/Agent's Printed Name
Date
1 v Applican l nfs SigAature
(Agent's signat is valid only J an authorization
letter fro e a isprovided.)
Page 10 of 10

Attachement A
Pre-Constrcution Notification (PCN ) Form
B. Project Information and Prior Project History
3d. Explain the purpose of the project:
To construct a new bridge in accordance with NCDOT and Buncombe County standards and specifications that
will serve a proposed 92 lot residential subdivision and the surrounding neighbor properties. The new bridge
deck will be designed above the 100 -yr BFE in order to allow vehicular ingress/egress during large storm
events. This will create a safer situation for the surrounding neighbors and the proposed future property owners
of the new subdivision during times of substantial flooding in the surrounding area.
3e. Describe the overall project in detail, including the type of equipment to be used:
The new bridge construction will include constructing 2 bridge abutments on each side of the creek. The
abutment foundations will be constructed outside the high-water mark of the creels in order to minimize
disturbance inside the creek. There will be 2 thirty (30) foot spans that will reach from the exterior bridge
abutments to a series of 3 center concrete columns on a single concrete foundation that will be constructed in
the center of the creek. The foundations for the abutments and the center columns will sit on top of multiple
micro piles that will be drilled into bedrock. A DTH hammer will be used to drive the micro piles into the
bedrock. The hammer will be on a track mounted excavator that will be positioned outside the creek bank to
minimize disturbance in the creek. The center column foundation will be reinforced concrete and will be cast in
place. Hand labor will be used during construction of the center foundation forms to minimize creek bed
disturbance. Concrete trucks and hose, track hoe, and crane will all be used during construction and will be
used outside the creek banks at all times posisble. Bypass pumping will be used to dry the creek bed in the
area of construction using impervious dikes and a dewatering device. The impervious dike will be placed up
stream of the existing culverted crossing abd one dowstream of the new bridge if needed. The dikes will be
constructed inside the creek banks using hand labor inside the creek and a track hoe outside the creek. The
stream banks on the upstream will be stabilized using biodegradable turf reinforcement mat (TRM), rip -rap, and
native vegetation. The existing culverted crossing will be removed from the creek after the new bridge is
completed and approved for use. The existing crossing will be removed using a track hoe from outside the
creek banks where possible, and hand labor will be used for anything needed inside the creek banks.
Conventional construction equipment will be used during the entire project, including but not limited to a track
mounted excavator, dump truck, concrete truck, crane, and assorted hand tools. The contractor will be required
to use only well maintained and functioning equipment, and perform daily checks for leaks of any fluids. An
emergency spill plan will also be used.

Attachement A
Pre-Constrcution Notification (PCN ) Form
D. Impact Justification and Mitigation
1a. Avoidance and Minimization
There is no way to avoid the proposed impact because the crossing is required to reach the subject property.
Per Buncombe County standards they require a crossing above the base flood elevation. The new bridge
design accomplishes this and minimizes the impact by spanning the creek, unlike the existing crossing that will
be removed. During design it was determined that a full span is not feasible, therefore we are proposing the
center column to have the smallest foundation footprint feasible to support the bridge span. The only
permanent impact to Avery Creek will be the ±80 SF due to the aforementioned center column. Construction
phase best management practices will be used to help minimize the short-term impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques.
The use of a mini excavator will be used outside the creek banks where possible to minimize the impact. A
larger excavator will be needed in order to install larger segments of the proposed bridge and to remove the
existing bridge that spans Avery Creek once the construction of the new bridge is complete. The larger
excavator will be used strategically and carefully in order to minimize the disturbance in and near Avery Creek
by working from outside the top of bank where possible. A crane will be used outside creek banks to set steel
for spans on the bridge. Hand labor will be utilized for the center column foundation construction where
possible. Avoiding the removal of natural vegitation where possible in and around the unimpacted area of Avery
creek, and minimizing the creation of bare soils in and around the area of Avery Creek will minimize the
impacts. The contractor will be required to use only well maintained and functioning equipment and preform
daily checks for leaks of any fluids. An emergency spill plan will also be used.