20230817 Ver 1_Shoreline Stabilization_20230610

Submission Form
I. Applicant Information [15A NCAC 02H .0502(a)]
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Primary Contact Email* [e-mail]
Please provide an email address for payment and requests for more information here.
Pre -Filing Meeting Date Request was 6/5/2023
submitted on: *
Owner Information:
Name: *
Email: *
Phone Number:
Mailing Address: *
Dave and Regina Harris
[e-mail]
[phone]
(xxx)xxx-xxxx
Street Address
272 Canoe Drive
Address Line 2
City
Kitty Hawk
Postal / Zip Code
27949
Is there an agent working on the project?* Yes
No
Agent/Consultant Information
...............................................................................................................................................................................
Name: * Warren Eadus
Company Affiliation: *
Quible & Associates, P.C.
Email: * [e-mail]
State / Province / Region
NC
Country
United States

Phone Number:*
[phone]
(xxx)xxx-xxxx
Mailing Address: *
Street Address
90 Church St Ste B
Address Line 2
City
Black Mountain
Postal / Zip Code
28711
A signed and dated copy of the Agent Authorization letter:
scan_20230603175554.pdf
Link to: Sample Agent Authorization Form
Project Information [15A NCAC 02H .0502(a) & (b)]
Project Name: * 272 Canoe Drive Shoreline Stabilization
State / Province / Region
NC
Country
United States
231.14KB
If your project has a formal name please use this. If your project does not have a formal name, please identify your project
by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses
any other names that have been used to identify the project in the past.
1. Provide a vicinity map (i.e. street map) clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads.*
Upload File
Look up address
Upload Map:
Latitude: * 35.337527
Longitude: * 82.210004
2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing,
structures (buildings, retaining walls, docks, impervious surfaces, etc.), rip rap, excavation or dredging below
Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram under
section 12.normal pool lake level/normal water level*
Please use the diagram at the link below:
https:Hedocs.deq.nc.gov/WaterResources/o/edoc/616616/Shoreli ne%2OLayout.docx
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard
stick, shovel handle, etc.)
4. Location of the property (where work is to be conducted)
Nearest Town: * Mill Spring

County: * Polk
Lake/ river/ ocean adjacent to Lake Adger
property:
Subdivisions name or site address: * 272 Canoe Drive Mill Spring NC
Include phase/lot number
Directions to site: *
From Highway 9 turn west onto Garrett Road. Proceed approximately 0.3 miles and turn right onto Green Hills Road. Turn left
onto Lake Adger Parkway and follow Lake Adger Parkway for 2.8 miles. Turn right onto Canoe Drive and the house is on the
right approximately .28 miles from the intersection of Canoe and Lake Adger Parkway.
Please include road names and numbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application:
Single family lake front residential home with garage and driveway access. Most of the lot is undeveloped and wooded.
Residential, undeveloped, etc.
6. Property Size 1.41
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or
why it is necessary):
Shoreline revetment (approx. 38 If) proposed along shoreline to stabilize an erosion "hotspot" at location of existing dock.
8. How will the work be done?* From Land
From Water
9. Total amount of disturbance below the normal pool lake level/ normal water level:
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
75
square feet
10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land-
ward: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
70
square feet
11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to
be impacted:*
(number of trees, for instance)
No trees to be impacted, cut or removed. No percussive activities proposed. Existing native ground cover will be preserved where
possible. Any disturbed soils will be graded to match existing ground surface and planted with a native riparian buffer seed mix as
specified on the attached site plans.
Sketch:
Application Fee:
Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The
application fee is as follows (pursuant to G.S. 143-215.3D):
d $240.00 for impacts to lake (below normal water level) of less than 1 acre
o $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre
By digitally signing below, I certify that:
o I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief
o I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.

d I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of
the NC General Statutes (the "Uniform Electronic Transactions Act');
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
0 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
d 1 intend to electronically sign and submit the Shoreline Stabilization online form.
Full Name:* Warren Eadus
Signature:
Vr%!t mw 65,�Wlezv
Submittal Date: 6/5/2023

Initial Review
Is this accepted into the review process?* > Yes O No
Project Number: * 20230917 Version:*
Select Reviewer: *
Select Reviewing Office
Has payment been received?*
What amount is owed?*
Andrew Moore:[e-mail]
Asheville Regional Office - [phone]
No Payment Needed
Fee Received
Need Fee - send electronic notification
$240.00
$570.00

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CVRRENT C'INNER: DAVE AND RE6/NA HARR/5 P 1°^r"�'" U z z 272 CANOE DR m z 3-t w -
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HILL 5PRIN6,NG 25755
1. FROPERTY INFORMATION: W
ZONING DISTRICT.• F>7LK GOUIJTY UNZONED
P/N(5): P-55-345
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ACREA6E 1.42 ACRES(6/5) o
ADDRESS: 272 CANOE DR
2 5'/9.ECT REFERENCES:PLAT D/330,DB/P6 377/537 'S� • m z w w
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3.TOTAL PARCEL AREA:1.42 ACRE5(PER 6,15)
4.EXISTING FEATI/RES,IMPROVEME�,TOPOGRAPHIC,AND PARCEL LINE/NFJRMAT/ON BASED ON FOLK COUNTY 6/5. NOIOON 5HORELINE PER AERIAL IMAGERY �.� 0�W w° m a HE
5 PROPERTY 15 LOCATED/N NF/P FLOOD ZONE X'AND 56-ECT TO CHANGES.BA5ED ON CONt dM/TY CID NO..3701%
PANEL 0.549,•SUFFIX J.(MAP M14BER 37/00549OC.D EFFECTIVE DATE:09/03/2006.
6.RRO,ECT SITE LATITUDE 3533764,LON6/7VD5-6220978 '�y� o
7. THIS PLAN SUB.EGT TO ANY FACT5,INCLUD/N6 BUILD/NO,SETBACK RESTRICTIONS,E45EMENTS,COVENANTS,ETC., PRELIMINARY a
THAT MAYBE REVEALED BY A FILL AND ACCIMATF T177 E SEARCH NOT FOR LL
e PRO.EGT SCOFF TH15 PLAN RROP05E5 CON57RXTION L A+/-36 LF ROCK REVETMENT ALONG THE EX/5TIN5, 2015 SHORELINE PER AERIAL IMAGERY \ �,t A CONSTRUCTION
SHORELINE A5 INDICATED TO HALT BANK ER05ION THAT 15 GGGI/RRING AT LOCATION OF DOCK AND PIER. NG ONE MAPS VICINITY P (Mill SPilIIg) cA
CONTRACTOR HILL ACCESS SHORELINE BY BOAT AND BARGE AND/N57ALL 6EOTEX77LE FABRIC AND STONE MA
(E5TI14ATED 35 CM9lC YARD5)A5 S�EC/F/ED ON THESE PLAN6). TREE REMOVAL 15 NOT ANTICIPATED. AN EX15T/N6 N.T.S.
EX/5T/N55 PIER HILL BE RECONNECTED FROM THE SHORELINE TO THE DOCK 51ED/NG AND FYANTING 5PE61FIGAT/ON5
ARE PROVIDED/F ANY NEAR SHORE AREA5 WILL BE PLANTED. NO TREE OR 5HRl/B PLANT/N6 REQUIRED. ANY
9/571IRBED 50/L5 WILL BE 5TAB/L/ZED FOLLCHING SEED/TUG 5PEG/FIGATION5
L E 6 E N D 7
2019 5HORELINE PER AERIAL IMAGERY tK-a
NG ONE MAPS 5/.B.ccrPRa�RrruMMErpa.K calm GIST
b'F1A.XJR LOFIipM2-FER LIDAR DATA "' -
2'14NW CaWTCLR-PER LIDAR DATA �'�^
6P5 5HORELINE 3/20/2023
I
PROPOSED +/-35 CU. YDS (145 SF) NCDOT CLASS 2 RIP RAP
REVETMENT INSTALLED WITH EXTERIOR ROUGHNESS TO DISSIPATE BOAT WAKE ENERGY.
SELECT LARGE BOULDERS MAY BE INSTALLED TO ACHIEVE DESIRED AESTHETIC AND ENERGY
DISSIPATION. o
E AD E
F
EXISTING DOCK
PERMANENT VEGETATION TEMPO R Z
SEEDING DATES: APRIL 1 -AUGUST 31: SEEDING DATES: SEP 1-APR 31:
/ SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
' / I NC PIEDMONT RIPARIAN/POLLINATOR MIX* 20 LBS GRAIN RYE&OATS 30 LBS
*ERNST SEEDS PRODUCT OR APPROVED EQUIVALENT SEEDING DATES: MAY 1 -AUG 31: ILy
SEED MIXTURE APPLICATION RATES/ACRE 0
Z
., 272 CANOE DRIVE LIVE WHIPS 1.4
/ I ELDERBERRY,SILKY DOGWOOD,
/ I &NINE-BARK 660 WHIPS L
/ CONTAINER PLANTS � nN
/ I SEDGES,RUSHES,& w
EMERGENT NATIVES 220 QUART SIZE
EDBED PREPARATION:
LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER,HARROW OR CHISEL PLOW.BREAK UP CLODS.REMOVE UNACCEPTABLE GROWTH(STICKS,ROOTS).STONES(W),AND L, O `•I�
/ I OTHER MATERIALS,AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED.THE AREA TO BE SEEDED SHALL BE RE-COMPACTED UTILIZING A DLTIPACKER ROLLER AND A C._`� 1 I
/ I SMOOTH EVEN SOIL SURFACE NTH A LOOSE,UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
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O
DISTURBED AREAS WITHIN THE WETLAND BASIN MILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NO PIEDMONT WETLAND MIX AND AN ANNUAL COVER CROP MIX AT w `*�1
MANUFAC RER SPECIFIED RATES. / I 0
I DISTURBED AREAS OUTSIDE OF THE WETLAND BASIN WILL BE SEEDED FOR PERMANENT GROUND COVER MTH A NON-CLUMPING TURFGRASS MIX,SUCH AS HYBRID BERMUDA OR W ` J
'V2V-l'l7vEN B' FlLIERFAVRZ 5TAKW� CENTIPEDE,AT MANUFACTURER SPECIFIED RATES. 0
N1N.FACn.1�5Y/PICATia6. TR545N / L AMENDMENTS: 1,(TOP OF FABRIC 6EWRALL Y AS SIM�YN. Z
STA IL12E D5TdRB SM FCULWNS I OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS.WHEN A SOIL TEST IS NOT POSSIBLE,APPLY 3,OD LB/ACRE GROUND R
RECC+PBGID` DR6 S`ECIFICATla6. AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
FX5Ri56RAVE MTALL B OZ / I AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE WETLAND SEED MIX,NO PORTION OF THE WETLAND BASIN NULL BE FURTHER FERTIUZED.
ULCHING
I'
F ,`/`-1•
AC DDT CLASS 2 RP RAP SITE STONE OR LARGER FROM APl�tOVEp STONE
LSTAS R.9LIS'®IN LAKE AD,.B"S`.I�.IIE REI EDIATION AAm / _ APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.ANCHOR STRAW BY NETTING•ROVING OR BY CRIMPING MTH A MULCH ANCHORING N
92IRB1AL TRACT 6WISOOES CONMACT�5I(Ll_ F-_4 w
/LWI.12VE0 flLTER FA6RIL AIO TIE INTO T�CF BANK AND I TOOL STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER(APPROX.75%COVERAGE).
. M47F60BRALLYA55f0Yl FfAXUM+SLa E2:l. AINTENANCE: 1.4
/ BEFORE WATER CAN BE ALLOWED IN THE WETLAND BASIN,SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER.EVEN SMALL BREACHES W
/ IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,IF LEFT UNATTENDED,CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHER'MSE STABLE SURFACE.A SINGLE HEAVY RAIN IS OFTEN III I SUFFICIENT TO GREATLY ENLARGE BARE SPOTS,AND THE LONGER REPAIRS ARE DELAYED,THE MORE COSTLY THEY BECOME.PROMPT ACTION WILL KEEP SEDIMENT LOSS AND 1:4 x 0
III- O CONTRACTOR TO SHOW STONE TLt4SE AA®FACECaR;FJ AND FABRIC / I REPAIR COST DOWN.NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED.IF RILLS AND GULLIES DEVELOP,THEY MUST BE FILLED IN, 3
_ (IF Y{G/FIED)s/-2"B8pY EX/SnN5 LAKE BW�TO DffM IWERE RE-SEEDED,AND MULCHED AS SOON AS POSSIBLE.DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. cc) 0
- REIMA ON N20kRIFPABLE NATIVE RLGK MATERIAL 5 HICaMIFId<D. I R-
/ AINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED) x
- WEAK OR DAMAGED SPOTS MUST BE RESEEDED AS PROMPTLY AS POSSIBLE. i/� Z
CONTANER HERBACEOUS
Y BE
IN
IN AT A SPACING OF
MATELY
FEET ON CENTER.
_ N^.R•LLL PCL1 EEVATkW 9/1.6' I OTHERI REVEGETATION METHODS,PLANTINGS UCH A S WLDFLOWERDSOD TMOR PL GSN MAY SBE CONSIDERED TO ESTABLISH I THE REQU
IRED RED VEGETATION AND PROTECT AGAINST EROSION v, C_
III- \O BEFORE WATER IS ALLOWED TO ENTER THE WETLAND BASIN.
-III- I DISTURBED AREAS WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABUSHED NTH A HEIGHT OF AT LEAST J
SIX INCHES. m
EDIMENT REMOVAL:
EwsnNS I SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM STORMWATER WETLANDS,PRIMARILY FORM THE FOREBAY. SEDIMENT REMOVAL DISTURBS STABLE VEGETATION COVER
`-eS A� AND DISRUPTS FLOW PATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER THE SURFACE OF PROJECT NO.
BASE ca,Ft:E(OPTIaWJ I THE WETLAND AFTER THE COMPLETION OF SEDIMENT REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS OWN SEED BANK. ACCUMULATED SEDIMENT SHOULD BE P23039
OREMOVED FROM AROUND INLET AND OUTLET STRUCTURES. DESIGNED BY
— p EXISM5 LAKE B`DrBOTCW I DESIGNER
- DRAWN BY
I = — — — I I M ING SPECIFICATIONS CHECKED BY csc
I NAME
ISSUE DATE
TYPICAL ROCK REVETMENT NOTE: THIS DOCUMENT IS ONVEYMA6 I • 04103123
RECORDATION, SALES OR CONVEYANC-
CROSS SECTION DISCUSSION PURPOSES ONLY! EXISTINe I , NOTE: SHEET NO.
DOCUMENT IS BASED ON BEST AVAILABLE DATA AN, ® THE DATA GIVEN ON THESE PUNS IS BELIEVED
NM ALL INFORMATION SHOWN ON THIS DOCUMENT IS See TO BE ACCURATE, BUT THE ACCURACY IS NOT GRAPHIC SCALE
By ANY REGULATORY AGENCY, ENTITY OR AurIHORIrr I GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, Eo' o 5' Eo' 20'
/ GO BLE&ASSOCIATES, P.C. DOES NOT GUARA' AND DIMENSIONS OF THE EXISTING UTILITIES
COMPLETENESS OF ANY INFORMATION IN THIS _ PRIOR TO CONSTRUCTION. IF A DISCREPANCY
FOR ANY ERROR OR OMISSION OR ANY LOOSE I Know whaPs below. ,5 FOUND, WORK SHALL CEASE AND THE ENGINEER
USE OF THIS INFORMATION. I Call before you dig. NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS (
inch=IN FE
NOTICE TO PROCEED. ft
ETIO)
/ 1
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ti% 272 CANOE DR SHORELINE STABILIZATION
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0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Kilometers
Name: MILL SPRING Location: 035.337527' N, 082.210004'W
Date: 06/02/23 272 CANOE DRIVE MILL SPRING NC
Scale: 1 inch = 1,000 ft. SITE VICINITY/PROJECT LOCATION MAP
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