20130941 Ver 1_401 Application_20130813

Michael Lovoy, P.E. 20 1 3 0 9 4 1
34 Big Bear Trail
Asheville NC 28805
Phone: [phone]
[e-mail]
Transmittal Letter
To: NC DWO, WBSCP Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
Date: 8 -21 -13
Protect Name: Haw Branch Restoration
Pro ect: 1309 Banks Bamardsville Prope
cc: David McHenry, US Army Corps of Ennineem
Via Mail X Overnight Hand Delivered Pickup @ ACE Office
��
------ Copies - - - -- -------- ate- - - - - -- ---------------------------------------- Description------------------- - - - - --
5 8 -16 -13 PCN Application Form (executed)
5 6 -15 -13 Agent Authorization Form
5 7 -13 Haw Branch Restoration Project - Banks Property 11 °x17° Design Plans
-----------------------------------------
1 8 -12 -13 $570 Check # 7527 - Application Processing Fee
REMARKS:
By: Mike Lovoy, P.E.
--------------------------- - - - - --
Wig 0.
AUG 302013

201 3094 1
o?ot WA TFA
o Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section f 0 Permit
Now
1 b. Specify Nationwide Permit (NWP) number: 13, 39 or General Permit (GP) number.
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Haw Branch Restoration
2b. County:
Buncombe
2c. Nearest municipality / town:
Bamardsville
2d. Subdivision name:
n/a
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Carolyn Banks, Trustee
3b. Deed Book and Page No.
5033/1114
3c. Responsible Parry (for LLC if
applicable):
3d. Street address:
717 Dillingham Road
3e. City, state, zip:
Bamardsville, NC 28709 Q
3f. Telephone no.:
828 -778 -0187
3g. Fax no.:
n/a A
3h. Email address:
n/a
. rr
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project represents a long -term benefit to the streams by stabilizing eroding banks and reducing fine sediment inputs.
Stream impacts will be temporary and minimal. Construction phase best management practices will help minimize the short-
term impacts, as described in below.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The will begin only after all materials are stockpiled nearby. Equipment will work from the top of the stream banks and access
to the stream bottoms will be limited to designated areas of disturbance. A pump - around flow diversion will be used for work
on UT1. The contractor will be required to use only well maintained and functioning equipment and perform daily checks for
leaks. An emergency spill plan will also be required.
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 iMieu fee program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
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:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
49. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
S. 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 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified
Q 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 No
❑
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
n/a %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project does not constitute development
or an increase in impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certifted local Government Stonnwater Review
3a. In which local government's jurisdiction is this project?
n/a
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
Q Session Law 200 6-246
❑ Other.
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/statellocal) funds or the
❑ Yes ID No
use of public (federallstate) land?
1b. 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): An NOV was
issued by DWQ (2013 -PC -0121) on April 16, 2013 for failure to secure of 401 WQC and removal of best usage.
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.
4. Sewage OWposal (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.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC One Map website
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 One Map website
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?
NC One Map website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com website
Michael D. Lovoy
Applicant/Agents Printed Name
Ap nt's Signature
Date
(Agents signature is an authorization letter from the applicant
is rovided.
Page l l of 11 .
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book 5033 Deed Page 1114 Parcel ID: 975810 -1213
Street Address: Lf 4`1 11: -, - 1 in A � r�
_i�r__e►nrc>,sy.11 L � �, 2�r7c��->t
i
Please print:
Property Owner: Aris rJ -7AA g
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby
authorize
Mike Lovov. P.E. of
(Contractor/ Agent)
Michael D Lovov. P.E.
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and
acceptance of this permit or certification and any and all standard and special
conditions attached.
Property Owner's Address (ifdifferentthan property above): r T)b11irJ,*L%m RA
Telephone: -7 7 %- 0 l YL%
We hereby certify the above information submitted in this Form is true and
accurate to the best of our knowledge.
Authorized Signa re Authorized Signature
Date: J u ale. 15, 7-a 3 Date:

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MIN. VAT 10:1 10.5' MIN. VAT 10:1 —13.0'
2.0'
2.5:1 TYP SEE NOTE 1
3.0' 2:1 TERRACE SLOPE, TYP 2.5:1 TYP
3.0'
1 TYPICAL UT1 RIFFLE 2 TYPICAL UT1 POOL
3 1 ° = 10'
3 in= 10'
LEGEND
EXISTING —
PROPOSED —�
10:1 TYP
2.5:1 TYP
3 TYPICAL HAW BRANCH
3
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2:1 TYP
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NOTES:
1. IF DEPTH OF EXISTING CHANNEL IS GREATER
THAN 3', BED MAY BE RAISED USING ON -SITE
COBBLE AND /OR CLASS 1 STONE. SEE
CONSTRUCTED RIFFLE DETAIL.
H
2. GRADED BANKS SHALL BE ROUGHENED
PERPENDICULAR TO SLOPE, COVERED WITH 3'
LAYER OF TOPSOIL, SEEDED, MULCHED AND
DATE: JULY 2013
MATTED WITH 780 G /SM COIR FIBER MATTING.
SCALE: AS SHOWN
3. TERRACE SLOPES SHALL BE ROUGHENED
PERPENDICULAR TO SLOPE, SEEDED AND
MULCHED.
TYPICAL
4. CREATE SMOOTH TRANSITIONS BETWEEN
SECTIONS
RIFFLES AND POOLS ON UT TO HAW BRANCH.
SHEET 3 OF 5

TOP OF BANK
V MIN. MATTING PLACED FLUSH WITH BANK SURFACE, LAP
OVER DOWN STREAM / DOWN SLOPE SEAMS
12" WOOD STAKE PLACED IN
T O.C. DIAMOND PATTERN
MATTING ANCHORED 1'
BELOW STREAM BED
SMOOTH SURFACE, REMOVE
ALL DEBRIS AND SEED/MULCH
BEFORE PLACING MATTING
SECTION
NOTE:
I. MATTING SHALL BE COIR FIBER, 780 GRAMS /SQ.
METER WITH NOMINAL 0.50 INCH OPENING SIZE.
1 EROSION CONTROL MATTING
�4 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
Rate (lb /1,000 sl)
August 15 to May 1
Rye Grain
1.0
May 1 to August 15
Browntop Millet
0.3
u
LIVE STAKE
2 NODES ABOVE GRADE
IN DIAMOND PATTERN
HARD SOIL OR STONE MAY
BE PRESENT SEE NOTE 1
2' MIN.
2' TO FIRST ROW
BASEFLOW W.S.
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.
2 LIVE STAKING
4 NTS
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PLAN
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DATE: JULY 2013
SCALE: NTS
DETAILS
SHEET 4 OF 5

ROAD /DRIVEWAY
ROAD /DRIVEWAY
1 CONSTRUCTION EXIT
5 NTS
STEEL T -POST
FILTER FABRIC
WITH WIRE BACKING
COMPACTED BACKFILL CREEK 8' MAX. —
RUNOFF SIDE STEEL T -POST
18" MIN.
8" 24" MIN.
a
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STONE PAD SILT RAG �f m c�
GEOTEXTILE AS
NEEDED
4" I.li I 1 W W
FILTER FABRIC WITH
WIRE BACKING
SECTION PROFII F
NOTES:
1. SILT FENCE SHALL BE PLACED ON STREAM
SIDE OF ALL STOCKPILES.
2. SILT FENCE SHALL BE REMOVED UPON
COMPLETION OF EARTHWORK.
3 SILT FENCE
5 NTS
IMPERVIOUS DIKE;
SAND BAG COFFER
DAM W/ PLASTIC
SHEETING OR
APPROVED EQUAL
V DEEP
SETTLING POOL
DIVERSION PUMP
20 GPM CAPACITY FOR UT1
0
DEWATERING PUMP SILT BAG ON STONE PAD,
AS NEEDED F SEE DETAIL ABOVE
X
/I
WORK AREA•
TOE OF BANK (TYP)
TOP OF BANK (TYP)
VARIES
PROTECT EXIST.
BANK VEGETATION
ULASJ t% KIVKAV J
*NOTE: SPLASH PAD
WORK AREA SHALL BE STABILIZED BY
THE END OF EACH WORK DAY.
r2_' PUMP- AROUND SCHEMATIC
5 NTS
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DATE: JULY 2013
SCALE: NTS
DETAILS
SHEET 5 OF 5