20190189 Ver 1_401 Application_20190208

Transmittal Letter
34 Big Bear Trail
heville NC 28805
one: 828-545-5393
www�aceasheville.co m
Date: January 30, 2019
Project Name: Lance Road Subdivision 2 10 1 90 18 8
1617 Mail Service Center, Raleigh, North Carolina 27699-1650
Attn: Andrew Moore
cc:
Via Mail
Overnight Hand Delivered X Pickup @ ACE Office
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Description -----------------------------------------
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PNC Form
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01-30-19
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11x17 PCN Exhibit
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01-30-19
11x17 PCN Exhibit Details
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01-30-19
24x36 Stormwater Plan Set
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REMARKS:
C I ()I
By: Mike Lovoy, PE
- --------------------------------------------------------

Op WATFo
` o <
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:
❑ Section 404 Permit ❑X
Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 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 ❑X 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 ❑X No
For the record
❑ Yes
only for Corps Permit:
❑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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
❑X No
2.
Project Information
2a.
Name of project:
Lance Road Subdivision
2b.
County:
Buncombe
2c.
Nearest municipality / 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]
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.:
59. Email address:
[e-mail]
Page 2 of 10

B. Project information and Prior Project History
1. Properly Identification
la. Property identification no. (tax PIN or parcel ID):
9633-98-0985
1b. Site coordinates (in decimal degrees):
Latitude: 35.456289 Longitude: -82.668463
1c. Property sire: 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:
Parcel is currently undeveloped with wooded areas and meadows, with sail rad beds.
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:
Property is to be developed for a 92 lot subdivision.
3e. Describe the overall project in detail, Including the type of equipment to be used:
Remove and replace 50 LF of 18" CMP with 50 LF of 24" HDPE hippo barrel at "UT -1". InVAMm of 36 LF of 24' HDPE w4 approximately 598 SF of permaraftetland impact at "UT -2".
WW Installation of 20 LF of 15' HDPE d StormTech system, and 11 LF of 24" HDPE wah apprwww sly 3525 SF of permanent wetland impact tr awAtion of 105 LF of 8- DIP sewer one
readfirlp in 219 SF of temporary weftxu impad.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream detemvnations by the
Corps or State been requested or obtained for this property i
act (including all prior phases)in the
❑ Yes ❑ No ® Unknown
Comments:
4b. If the Corps made the jurisdictional deternination, what type
of determination was made?
® Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name rd known): Joel Lenk P.G.
Agency/Consultant Company: Qubb &•Associates, P.C.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or Stale determinations and attach documentation.
6. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
[:]Yes ®No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Pians
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
This project will be completed in two phases_
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
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 P
Culvert
Floodplain Pool
Yes
Corps
0.013
W2 T
Excavation
Floodplain Pool
Yes
Corps
0.005
W3 P
StormTech 8 Cul -De -Sac
Floodplain Pool
Yes
Corps
0.081
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:
0.099
2h. Comments:
Temporary wetland impact is from installation of 8" DIP sewer line, as shown on PCN Exibit C.
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)
SI P
Replacement of Culvert
Unnamed Tributary UTI
PER
Corps
1
so
S2 P
Culvert
Unnamed Tributary UT2
PER
Corps
5
49
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
99
3i. Comments:
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
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
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:
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. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other.
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
131 -
Yoallo
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts!
6i. Comments:
Page 5 of 10

0. Impact Justification and Mitigation
I. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Proposed impacts are designed to repair and replaoe existing storm infrast ucture and reconcile existing stream bank erosion.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The impact to UT-1 consists of removal of an etdserig tri" CMP culvert in order to fit with the alignment of ft Wasting road. Triple 24" HDPE pipes are proposed to replace the e>os" 18" cutvert
The ebsfing ci~ will be removed with appropriate erosion control devices and the mrM of ttte triple HDPE pipes are appropma" 29 LF furtner from the Avery Creek stream bank. The net
resuk is a reduction in the length of piped stream. The proposed crossing of UT-2 consists of approArnately 41 LF of permanent stream impact. The impact consists of a 24" HDPE caber.
two segmental block retaining watts at each ON of the culvert to minimize impacts. and silt tenee for erosion control.
2. Compensatory Witt ation 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 M'id ation 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 N Making a Payment to inAeu Fee`Proaram
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
49. Coastal.(tidalj wetland mitigation requested: acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
Sa. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
I. 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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes 0 No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
31%
2b. Does this project require a Stormwater Mana ement 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 local overnment's jurisdiction is this r 'ect?
Buncombe County
® Phase II
3b. Which of the following locally -implemented stormwater management programs
NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
[]Yes ® No
attached?
4. DWQ Stormwater Program Review
0Coastal counties
❑HOW
4a. Which of the following state -implemented stormwater management programs apply
ORW
(check all that apply):
BSessionLaw 2006-246
QOther.
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
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
letter.)
❑ Yes ❑ No
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 213 .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.
This project will allow the proposed 924ot residential development. 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.
Wastewater ftorn the prosect will be collected in a pubic sewer extension to be awned and operated by the Metropoiltan 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 ❑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?
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 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 © 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)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes X❑ 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.
Applicant/ enIs Printed Name
PP 9
Date
A icant/A rgnature
(Agent's signatur valid my if an authorization
letter fro he a cant is provided.
Page 10 of 10

Department of the Army
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Box 1890
Wilmington, NC 28402-1890
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
L01W. PE to act on my behalf as my agent during the processing of
jurisdictional determination requests and permits to impact Wetlands and Water of the US subject
to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers
and Harbors Act of 1899. Lamy. PE is authorized to provide supplemental
information as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899. One property owner of record must accompany any said representative when the onsite
investigation is conducted.
Property owner of Record: Lance Road Holdings, LLC
Property Owner Address: 1 G. Weedbelry-LaAe `,f,t e ,Q� '0!Wws,
i
CV J 14 �, �c 283L Is
Phone Number: [phone]
Email ads: urchosen530yahoo.com
Property Location: Lance Road, Buncombe County, NC
Owner/Managing partner Signature: (// • ��/
Owner/Managing printed name:y � 7�� t��V i x c k"K
Date: l j- — 0 6 —;-C) 1A

200
PROPOSED LANCE RD
TO LEDBETTER RD
PCN EXHIBIT A
GRAPHIC SCALE
200 400
( IN FEET )
I inch = 200 ft.
800
PCN OVERALL EXHIBIT FOR:
DATE: JANUARY 7, 2019
,I 1
l �
f '
PCN EXHIBIT B
- CT
n
VICINITY MAP
(NOT TO SCALE)
PCN EXHIBIT C
LANCE ROAD
SUBDIVISION
BUNCOMBE COUNTY, NORTH CAROLINA
+,
NORTH CAROLINA FIRM NUMBER C-2849
K..w sbelow.
MICHAEL LOVOY, P.E.
Call Mo. y.. dig-
34 BIG BEAR TRAIL (828)
ASHEVILLE, NC 28805 mlovoy@aceashi

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FINISHED GRADE (TYP.)
EXISTING GRADE (TYP.)
PIPE SHALL BE 2060—
EMBEDDED 0.40' (20% OF
PIPE DIAMETER) PER
USACE REQUIRMENT
EXISTING TOP OF BANK (TYP)
PROPOSED STONE HEADWALL
0 I EXISTING FLOOD
NON -ENCROACHMENT
LINE (TYP)
CAR0""
2030
AL
8 =
LINE G
��rrrrrr1111111���
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
—2030
�r
0
80
IMPACTS TABLE
UNNAMED TRIBUTARY (UT1): ±24 LF
UNNAMED TRIBUTARY TO AVERY CREEK (UT2) ±49 LF
CMP REMOVAL ±50 LF
TOTAL UT1/UT2, CMP REMOVAL IMPACT: ±123 LF
PERMANENT WETLANDS IMPACT: ±4122 SF
TEMPORARY WETLANDS IMPACT: ±219 SF
TOTAL TEMP. do PERM. WETLANDS IMPACT: ±4341 SF
\ \ EXISTING AVER
CENTERLINE
\ \
EXISTING 50 LF 18"
rA', A ��
\�
CMP TO BE REMOVED
&REPLACED
PF *Y0,
jC� \ -
J � \
2058S&, 2056
2060 SQ
EXISTING 30' STREAM BUFFER (TYP)
2058
VICINITY MAP
(NOT TO SCALE) j
PROPOSED EDGE OF
AVEMENT (TYP)
2058
PROPOSED CONTOUR (TYP)
PROPOSED R/W
LINE (TYP)
PCN EXHIBIT A FOR:
DATE: JANUARY 23, 2019
PROPOSEDSTONE
HEADWALL
SEE BY-PASS PUMPING
AND DIKE DETAILS FOR
PIPE INSTALLATION
APPROXIMATE LOCATION OF
±27 LF UT1 CENTERLINE TO
REMAIN UNDISTURBED
LANCE ROAD
SUBDIVISION
BUNCOMBE COUNTY, NORTH CAROLINA
2058
2060
PROPOSED 24" HDPE STORM
DRAINAGE PIPE
APPROXIMATE LOCATION OF
±25 LF UT1 CENTERLINE TO
BE IMPACTED
100 -YEAR FLOODPLAIN
NORTH CAROLINA FIRM NUMBER C-2849
F'
O: I�
resm
000
Know h.vsbelow. MICHAEL LOVOY, P.E.
Call before you dig- 34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)
-"
Ci
\ 41.�
m
Q
TRWLE 24
PE
6
0
1.00'
® 2.41 %
v
U
^ m
0°
2050—
---2050
N
_Q
z
Uj v
PROPOSED
`� rn
Z �
8" DIP WATER
`q
J
Cl
o�
00
't N
ON
--
OZ
+
OQ
O
H
Z
N
�z
2040--
- 2040
CAR0""
2030
AL
8 =
LINE G
��rrrrrr1111111���
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
—2030
�r
0
80
IMPACTS TABLE
UNNAMED TRIBUTARY (UT1): ±24 LF
UNNAMED TRIBUTARY TO AVERY CREEK (UT2) ±49 LF
CMP REMOVAL ±50 LF
TOTAL UT1/UT2, CMP REMOVAL IMPACT: ±123 LF
PERMANENT WETLANDS IMPACT: ±4122 SF
TEMPORARY WETLANDS IMPACT: ±219 SF
TOTAL TEMP. do PERM. WETLANDS IMPACT: ±4341 SF
\ \ EXISTING AVER
CENTERLINE
\ \
EXISTING 50 LF 18"
rA', A ��
\�
CMP TO BE REMOVED
&REPLACED
PF *Y0,
jC� \ -
J � \
2058S&, 2056
2060 SQ
EXISTING 30' STREAM BUFFER (TYP)
2058
VICINITY MAP
(NOT TO SCALE) j
PROPOSED EDGE OF
AVEMENT (TYP)
2058
PROPOSED CONTOUR (TYP)
PROPOSED R/W
LINE (TYP)
PCN EXHIBIT A FOR:
DATE: JANUARY 23, 2019
PROPOSEDSTONE
HEADWALL
SEE BY-PASS PUMPING
AND DIKE DETAILS FOR
PIPE INSTALLATION
APPROXIMATE LOCATION OF
±27 LF UT1 CENTERLINE TO
REMAIN UNDISTURBED
LANCE ROAD
SUBDIVISION
BUNCOMBE COUNTY, NORTH CAROLINA
2058
2060
PROPOSED 24" HDPE STORM
DRAINAGE PIPE
APPROXIMATE LOCATION OF
±25 LF UT1 CENTERLINE TO
BE IMPACTED
100 -YEAR FLOODPLAIN
NORTH CAROLINA FIRM NUMBER C-2849
F'
O: I�
resm
000
Know h.vsbelow. MICHAEL LOVOY, P.E.
Call before you dig- 34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)

IMPACTS TABLE
PIPE SHALL BE
UNNAMED TRIBUTARY (UT1):
±24
LF
UNNAMED TRIBUTARY TO AVERY CREEK (UT2)
±49
LF
CMP REMOVAL
±50
LF
TOTAL UT1/ JT2. CMP REMOVAL IMPACT:
±123
LF
PERMANENT WETLANDS IMPACT:
±4122
SF
TEMPORARY WETLANDS IMPACT:
±219
SF
TOTAL TEMP. do PERM. WETLANDS IMPACT:
±4341
SF
FINISHED GRADE (TYP.)
EXISTING GRADE (TYP.)
2060— - 2060
PROPOSED PROPOSED
HEADWALL HEADWALL
PROPOSED4.17
8" DIP WATER
205 — — 2050
36 � N�ptr
S
LINE II
ii9'114itA�l+\
PCN EXHIBIT B FOR: , NORTH CAROLINA FIRM NUMBER C-2849
GRAPHIC SCALE
20 0 10 20 40 80 1b
LANCE ROAD 'Y
( om
IN FEET) SUBDIVISION
•
1 inch = 20 ft. Know what's below. MICHAEL LOVOY, P.E.
Call batoreyou dig. 34 BIG BEAR TRAIL [phone]
DATE: JANUARY 23, 201 9 BUNCOMBE COUNTY, NORTH CAROLINA ASHEVILLE, NC 28805 mlovoy(alaceasheville.com
PIPE SHALL BE
®
= T
EMBEDDED 0.40' (20% OF
PIPE DIAMETER) PER
T
z
USACE REQUIRMENT
= `�
"to
Lai
zrn
LO
�o
v
M N
204
o 0
2040
o Z
`+l`,� lifly�tlii�l(�7� %
t+A tri`
p N
o
�
Q >
z
I r
CP
+
+
S
LINE II
ii9'114itA�l+\
PCN EXHIBIT B FOR: , NORTH CAROLINA FIRM NUMBER C-2849
GRAPHIC SCALE
20 0 10 20 40 80 1b
LANCE ROAD 'Y
( om
IN FEET) SUBDIVISION
•
1 inch = 20 ft. Know what's below. MICHAEL LOVOY, P.E.
Call batoreyou dig. 34 BIG BEAR TRAIL [phone]
DATE: JANUARY 23, 201 9 BUNCOMBE COUNTY, NORTH CAROLINA ASHEVILLE, NC 28805 mlovoy(alaceasheville.com

FINISHED GRADE (TYP.)
2060—
2060— —2060
FINISHED GRADE (TYP.)
20.30LF— 11.01 LF— 18" MIN
15" HDPE 24" HDPE - - 12'' WASHED
®0.54% NO. 57 STONE
J--------------
205 - 05 30 STORMTECH
205 2050 CHAMBER (SC -740)
EXISTING GRADE (TYP.)
PROPOSED 6" MIN. WASHED
0 STORMTECH No. 57 STONE
CARO/
S 104'
AL
8 =
G I
IMPACTS TABLE
Q
UNNAMED TRIBUTARY (UT1):
±24
LF
UNNAMED TRIBUTARY TO AVERY CREEK (UT2)
SYSTEM (SEE
LF
CMP REMOVAL
�j
0ui
�I
LF
I
±123
LF
PERMANENT WETLANDS IMPACT:
DETAIL)
SF
TEMPORARY WETLANDS IMPACT:
o I N
0 ,7 .- o
SF
w
w ui
±4341
^N
0 02040-
00
2040
Lu 0 w" 2040- -
--2040
z N
w
Z ..� O
J
J N
Oi
Z
�
-H Opo 0 00
� CO Co rn o
M c0 O1*
to 0
`-' r`
p d
Z y
O
N�M0O
N —
-- �INLO
pN
_ w
(n
a+0NN
D
1-
+O
w0ND
U0
LL-
�
0p
ONZZ 0
0
U+
O U
�
1-- 0
O:HO�
�
� � ?
�p0
0
�
d�~_-
z
2030-
-2030
< >2030--
z
2030
U'
rw
U-)o�
Nm
J 0 o In
EXISTING GRADE (TYP.)
-
— 0�00Nr,:0"
+l 0 'n r-
O O d' N J
LINE
NT"'JN
U
��J Q
EE
U
0+03 j o
za
2020—
a
2020 0
� o � > > w
2020—
2020
0
? ?
O
O
N
+
+
+
CARO/
S 104'
AL
8 =
G I
IMPACTS TABLE
UNNAMED TRIBUTARY (UT1):
±24
LF
UNNAMED TRIBUTARY TO AVERY CREEK (UT2)
±49
LF
CMP REMOVAL
±50
LF
TOTAL UT1/UT2, CMP REMOVAL IMPACT:
±123
LF
PERMANENT WETLANDS IMPACT:
±4122
SF
TEMPORARY WETLANDS IMPACT:
±219
SF
TOTAL TEMP. & PERM. WETLANDS IMPACT:
±4341
SF
PROPOSED 24" HDPE
STORM DRAINAGE PIPE
PROPOSED ±3525 SF
OF WETLANDS IMPACT
PROPOSED STORMTECH
SYSTEM
VICINITY MAP
(NOT TO SCALE)
EXISTING 30' STREAM BUFFER (TYP)
W W W W W W
` PROPOSED 8" GRAVITY
W W W W W W W .. V i W W W,W W W �]. �._ PUBLIC SEWER MAIN
(TYP)
.(y-� W. 9S W W W W W W W V• W W W W L]
es _—. W e W W et W W W W W W V W W W W V V W W
PROPOSED ±219 SF OF
TEMPORARY WETLANDS
IMPACT
- _-_ 2a
EXISTING WETLAND
TO REMAIN (TYP)
2054 . _
_ W W \ EXISTING FLOOD = NON -ENCROACHMENT
1� —2050 - �// ° �._ LINE (TYP)
0 0 PROPOSED CONTOUR TVP
PROPOSED EDGE OF
LINE C C PAVEMENT (TYP)
PROPOSED R/W
LINE (TYP)
PCN EXHIBIT C FOR:
GRAPHIC SCALE
30 ° 15 30 so 120 LANCE ROAD
( IN FEET) SUBDIVISION
1 inch = 30 ft.
DATE: JANUARY 23, 2019
PROPOSED 15" HDPE
STORM DRAINAGE PIPE
100—YEAR FLOODPLAIN
500—YEAR FLOODPLAIN
NORTH CAROLINA FIRM NUMBER C-2849
°z Ig
•
iiii
Know what's below . MICHAEL LOVOY, P.E.
Call before you dig. 34 BIG BEAR TRAIL
BUNCOMBE COUNTY, NORTH CAROLINA ASHEVILLE, NC 28805
(828)
mlovoy(a,aceashc

OF BANK
MIN. [MATTING PLACED FLUSH WITH BANK SURFACE, LAP
OVER DOWN STREAM / DOWN SLOPE SEAMS
F12" WOOD STAKE PLACED IN
T O.C. DIAMOND PATTERN
SMOOTH SURFACE, REMOVE
ALL DEBRIS AND SEED/MULCH
BEFORE PLACING MATTING
30
MATTING ANCHORED 1'
BELOW STREAM BED
CCf`TInA1
NOTE:
1. MATTING SHALL BE COIR FIBER, 780 GRAMS/SQ.
METER WITH NOMINAL 0.50 INCH OPENING SIZE.
EROSION CONTROL MATTING
NTS
PERMANENT SEED MIX
APPLIED AT 0.5 LB/1,000 SF TO ALL DISTURBED AREAS
Common Name
Scientific Name
Percentage
Switchgrass
Panicum virgatum
30
Virginia Wild Rye
Elymus virginicus
30
Deer Tongue
Panicum clandestinum
20
Fox Sedge
Carex vulpinoidea
20
TOTAL
100
TEMPORARY SEED MIX
APPLIED WITH PERMANENT MIX
Application Dates Common Name I Rate (lb/1,000 150
August 15 to May 1 Rye Grain 1.0
May 1 to August 15 Browntop Millet 0.3
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
LIVE
2 NODES ABOVE GRADE
F3' IN DIAMOND PATTERN
HARD SOIL OR STONE MAY
BE PRESENT SEE NOTE 1
" f 2' TO FIRST ROW
77; I BASEFLOW
MIN.
SECTION
NOTES:
1. FORM PILOT HOLE THROUGH HARD SOIL OR STONE TO
PREVENT DAMAGE TO STAKE.
2. LIVE STAKE MIX TO INCLUDE AT LEAST TWO OF THE
FOLLOWING SPECIES: SILKY DOGWOOD, SILKY WILLOW,
ELDERBERRY,BUTTONBUSH.
3. LIVE STAKING TO BE DONE DURING THE DORMANT SEASON.
TOP CUT AT 15°
BUDS POINTED
UPWARD
ANCHOR FABRIC 6"
INTO EARTH FILL
24" 30"
1 /2' TO 2"
BASE CUT
AT 45 DEG.
LIVE STAKE DETAIL
12" - 18" CLASS B RIPRAP
FILTER FABRIC (MIRAFI
140N OR EQUAL)
RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
NORMAL STREAM LEVEL
2' MAX.
VARIES 6" - 12"
i
i
EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
LIVE STAKING
NTS
STREAM BANK PROTECTION
STEEL POST
VARIABLE AS DIRECTED 9v ni FNCIN R
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
MIN. 12-1/2 GA.
INTERMEDIATE
{ IUtlUlIW11 WIRES
MIN. 10 GA.
LINE WIRES
FINISHED GRADE FILL MATERIAL INSTALLED IN MAX. 12" LIFTS
GRADE
AND COMPACTED TO 95% STANDARD PROCTOR
DESIGNATED SIZE CMP CULVERT
FRONT VIFw
III -I I — INSTALLED IN STREAM CHANNEL
— — — — TO SPECIFIED BEDDING DEPTH
I=1 I=III=ll III
NOTE-
NOTE:
STEEL POST BUFFER RESTORATION IN THE
AREAS OF BURIED CONCRETE,
I --
I I=I I I=I I I=III I—III=III—III= I _ _ _ III—
WOVEN WIRE FABRIC
I I=1 I=1 I=1 -III-III-I I I�-III III -III -III -III== _
-USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NEXCOT
1/4 ACRE TED
SILT FENCE FABRIC DEBRIS AND RIP–RAP
STABILIZATION SHALL CONSIST
FILLi Flu
—III -I I (-III—III III -III -III -I
-�
—I I I�—I I I�-7I I I— —I I I—I� I I I
AREAS OF CONCENTRAFLOW
OF THE FOLLOWING ACTIVITIES:
.. SLOPE 1. REMOVE UNAUTHORIZED
RADE RIP–RAP FROM THE STREAM
AND STREAM BUFFER.
III I I-
12' MIN. COVER OVER 2. ADD MINIMUM 2" OF TOPSOIL
\`1W111CA1111//
ji �i FOR REPAIR OF SILT
\` O // FENCE FAILURES, USE
/i/ No. 57 WASHED STONE.
ANCHIRT
OR SKIRT AS TO EACH AREA WHERE
DIRECTED BY ENGINEER • UNAUTHORIZED RIP–RAP WAS
0�' .oFE'ssioy.Lj
.' AS AN ANCHOR WHEN SILT 510E NEW
,•Q'` FENCE IS PROTECTING
CATCH BASIN.
REMOVED.
3. INSTALL EROSION CONTROL
MATTING AND LIVE STAKES
_
PER DETAILS.
= AL = SILT FENCE
-
- NOT TO SCALE
4. ANY OTHER EXISTING BURIED
MINIMUM BEDDING DEPTH = 12"
– –
8
CONCRETE AND DEBRIS
20% OF PIPE DIAMETER <= 48"
THAT IS REMOVED WILL
12" FOR PIPE DIAMETER > 48"
/
INCLUDE STABIZATION OF THE
BUFFER BY THE ACTIVITIES
STREAM CULVERT CROSS-SECTION
/
'7/j///lIIIIII111V`
DESCRIBED ABOVE.
NOT TO SCALE
PCN DETAILS EXHIBIT FOR:
la'•J
NORTH CAROLINA FIRM NUMBERC-2149
120
LANCE ROAD
F
SUBDIVISION
Know where beloW.
MICHAEL LOVOY, P.E.
Call before you dig.
34 BIG BEAR TRAIL (828)'
DATE: JANUARY 23, 2019
BUNCOMBE COUNTY, NORTH
CAROLINA
ASHEVILLE, NC 28805 mlovoy@aceashe�

MANAGING THE WATERCOURSE:
BYPASS PUMPING
ENERGY DISSIPATION
IMPE OUS DIKE
CEVO RW4 DEVICE
NOTB'
ENSURE TO ANCHOR ALL
PUMPS AND P031ES SECURELY.
fs_FLow
-- TOP OF BANK
IMPERWOUS OWE
WORK AREA
NORTH CAROUNA DEPARTMENT OF TRANSPORTATION SUPS FOR CONSTRUCTION AND MAINTIENANCE ACTWMES
AUGUST 2003
CAI?p
ESS1pN�lj''��
AL
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
PCN DETAILS EXHIBIT FOR:
WATER LEVEL
(FIELD VERIFY)
SANDBAGS
AT ANY
OPENINGS
o 1.`
PRECAST
CONCRETE
BARRIER
,— PLASTIC LINER
STREAM
BED
IMPERVIOUS DIKE
(N. T. S.)
BYPASS PUMPING NOTES
(FROM: BEST MANAGEMENT PRACTICES FOR CONSTRUCTION AND
MAINTENANCE ACTIVITIES, NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, AUGUST 2003)
CONSTRUCTION:
1. SET UP BYPASS PUMP AND TEMPORARY PIPING. PLACE OUTLET OF TEMPORARY
PIPE TO MINIMIZE EROSION AT DISCHARGE SITE OR PROVIDE TEMPORARY ENERGY
DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND PIPING.
2. CONSTRUCT OUTLET PROTECTION IF NEEDED.
3. CONSTRUCT IMPERVIOUS DIKE UPSTREAM OF WORK AREA TO IMPOUND WATER
FOR BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR PUMPS WHERE
POSSIBLE.
4. CONSTRUCT AN IMPERVIOUS DIKE DOWNSTREAM, IF NECESSARY, TO ISOLATE
WORK AREA.
5. CHECK OPERATION OF PUMP AND PIPING SYSTEM.
6. UPON COMPLETION OF CONSTRUCTION, REMOVE IMPERVIOUS DIKE, BYPASS PUMP,
AND TEMPORARY PIPE.
MAINTENANCE:
1. ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER
OPERATION.
2. INSPECT IMPERVIOUS DIKE FOR LEAKS AND REPAIR ANY DAMAGE.
3. INSPECT DISCHARGE POINT FOR EROSION.
4. ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
LANCE ROAD
SUBDIVISION
DATE: JANUARY 23, 2019 BUNCOMBE COUNTY, NORTH CAROLINA
NORTH CAROLINA FIRM NUMBER C-2949
o
-- Y
(828)545-53
mlovov(a aceasheville.a
Know what's below.
MICHAEL LOVOY, P.E.
Call before you dig.
34 BIG BEAR TRAIL
ASHEVILLE, NC 28805
(828)545-53
mlovov(a aceasheville.a