20201019 Ver 1_Shoreline Stabilization_20200807

Action History (UTC-05:00) Eastern Time (US & Canada)
Submit by Anonymous User 8/5/2020 4:55:31 PM (Submittal)
Approve by Montalvo, Sheri A 8/7/2020 12:27:34 PM (Non -DOT - Approver)
• The task was assigned to Montalvo, Sheri A 8/5/2020 4:55 PM

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 *
Owner Information:
Name:
*
Email:
*
Phone Number:*
Mailing Address:*
Is there an agent working on the
project?*
Agent/Consultant Information
.................................................................................................................
Name:
Company Affiliation:
Email:*
Phone Number:*
donna. [e-mail]
Rease provide an enail address for payment and requests for pore infornation here.
Michael Handy
[e-mail]
[phone]
(xxx)xxx-xxxx
Street Address
109 Staunton Drive
Address Line 2
city
Greensboro
Fbstal / Zip Code
27410
r Yes
r No
Donna P Hrko
State / Frovince / Region
NC
Country
United States
Lancaster Custom Dock and Lift Systems, Inc.
[e-mail]
[phone]
(xxx)xxx-xxxx

Mailing Address:*
Street Address
1156 Perth Road
Address Line 2
city
Troutman
Fbstal / Zip Code
28166-8640
Asigned and dated copyof the Agent Authorization letter:*
Handy Signed Agent Authorization Form.pdf 145.4KB
Link to: Sample Agent Authorization Form
Project Information [15A NCAC 02H .0502(a) & (b)]
.................................................................................................................................................................................................
Project Name:* Handy Shoreline Stabilization and Refresh
State / Province / Fegion
NC
Country
US
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.
r Upload File
r Look up address
Property Address Lookup:*
Latitude:* 35.657771
Street Address
1300 Roundstone Road
Address Line 2
City
Sherrillh Ford
Fbstal / Zip Code
28673
State / Province / Region
NC
Country
US
Longitude:*-80.962994
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*
Handy Site Survey Work Sketches and
2.83MB
Engineering Plans for New Dock.pdf
Please use the diagram at the link below:
https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.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.)*
Handy Shoreline and Google Earth Photos.pdf 776.3KB
4. Location of the property (where work is to be conducted)
Nearest Town:* Sherrills Ford
County: * Catawba

Lake/ river/ ocean adjacent to Norman
property:
Subdivisions name or site address:* 1300 Roundstone Lane, Sherrills Ford, NC Crescent Land & Timber
Corp. Section 25, Lot 122
Include phasellot nunber
Directions to site:*
From NC-150 WB into Catawba County, Right onto Sherrills Ford Road,
Right onto Molly's Backbone Road, Right onto Azelea Road, Left onto
Dog Leg Road, Left onto Roundstone Road, Keep right on Roundstone
Road at ' 1"' in road. Continue straight on Roundstone Road. Property is at
the end of cul-de-sac.
Rease include road narres and nunbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application:*
Residential
Residential, undeveloped, etc.
6. Property Size 3.20 Acres
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary):
Remove dilapidated/crumbling boathouse ramp and stabilize shoreline in
that area in preparation for new fixed pier and dock construction.
Additionally refresh/repair shoreline in various locations along extensive
shoreline. Please note this is not a complete shoreline refresh of entire
shoreline. The amount of refresh is a rough estimate.
8. How will the work be done?* W From Land
17 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.)
4960 sf
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.)
6750 sf
square feet
11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet
landward to be impacted:*
(nunber of trees, for instance)
Small shrubs and bushes immediately adjacent to boat house and ramp
area.
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):
a $240.00 for impacts to lake (below normal water level) of less than 1 acre
$570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre
By digitally signing below, I certifythat:

• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• 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');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit this form.
Full Name:* Donna P Hrko
Signature:

Initial Review
Is this accepted into the review
process?*
Project Number:* 20201019
Select Reviewer:*
Select Reviewing Office
Has payment been received?*
What amount is owed?*
rYes allo
Version:* 1
Alan Johnsomeads\adjohnsonl
Mooresville Regional Office - [phone]
r No Payment Needed
r Fee Received
r Need Fee - send electronic notification
r $240.00
f $570.00

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO: 122 PLAN NO: Crescent Land PARCEL ID: 461902697965
and Timber
Corp. Sect 25
STREET ADDRESS:
1300 Roundstone Road
Sherrills Ford, NC 28673
Please print:
Property Owner: Michael Handy
Property Owner:
The undersigned, registered property owners of the above noted property, do herebyauthorize
Donna P. Hrko , of Lancaster Custom Dock and Lift Systems, Inc.
(Contractor/Agent) (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 Owners Address (if different than property above):
109 Staunton Drive
Greensboro, NC 27410
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate tothe
best of our knowledge.
Authorized Signature
Date
Authorized Signature
07-29-2020
Date
Michael Handy
Shoreline Refresh and Boat Ramp Demo
Legend
1300 Roundstone Rd
1300 Roundstoned
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2 ft, 150 ft.
additional clearing
• if necessary
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Plan View
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Water Resources
ENVIRONMEN f AL QUALITY
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 02-2017
Please approximately sketch the following information on this plan and provide dimensions for
each item:
a. All proposed vegetation clearing
b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
d. Location of any proposed structures such as buildings, retaining walls, docks, etc.
e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
Lake
(At Full Pond/ Normal Water Level)
Full Pond/ Normal Water Level
EOM NM
Shoreline
Plan View
FORM: SSGP 02-2017

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3ftx 150 ft
Below full pond/ NM
4 ft s 150 ft
Above full pond/ NWL
Page 1 of 3
3 ft. below full pond water level 4 ft. above full pond water level
Existing bank
2 ft. additional clearing
*if necessary
10 ft. bank
height
AMPLE
Page 2 of 2
Side Vi
FORM: SSGP 02-2017
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(At Full Pond/ Norm W ter L
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catawba county Geospatial Real Estate Search
MAKING. LIVING. BETTER. Information Services
1 in=200ft
W E
Parcel: 461902697965, 1300 ROUNDSTONE RD SHERRILLS FORD, 28673
Owners: HANDY MICHAEL H MD,
Owner Address: 109 STAUNTON DR
Values - Building(s): $184,300, Land: $1,064,100, Total: $1,248,400
This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location and labeling information contained on this map or data on this report. Catawba County promotes and recommends
the independent verification of any data contained on this map/report product by the user. The County of Catawba, its employees, agents, and
personnel, disclaim, and shall not be held liable for any and all damages, loss or liability, whether direct, indirect or consequential which arises or may
arise from this map/report product or the use thereof by any person or entity.
Copyright 2020 Catawba County NC
08/05/2020
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He = HEIGHT OF CEILING JO STS OR RAFTER TIES
MEASURED VERTICALLY ABOVE THE TOP OF THE
RAFTER SUPPORT BEAMNVALL
Hr = HEIGHT OF ROOF RIDGE MEASURED VERTICALLY
ABOVE THE TOP OF THE RAFTER SUPPORT BEAMNVALL
1. STRUCTURES WITH CROSSHEADS LENGTH
LONGER THAN 6' PILES MUST BE NOTCHED 1 VT
2. DESIGN LOADS ARE BASED ON 40 LBS/FP FOR
LIVE LOAD AND 10 LBSIFT' FOR DEAD LOAD.
3. ALLOWABLE WOOD STRESSES FOR SOUTHERN
YELLOW PINE PER THE NATIONAL DESIGN
SPECIFICATIONS FOR WOOD
CONSTRUCTION IS AS FOLLOWS:
4. THE SECTION MODULUS S FOR DIMENSIONAL LUMBER PER THE
GENERAL NOTES FLOOR JOIST ALLOWABLE SPANS
1. DESIGN LOADS ARE BASED ON 40 LBSIFT FOR LIVE LOAD AND 10 LBSIFT
FOR DEAD LOAD.
2. MOST VINYL OR COMPOSITE DECKING REQUIRE A MAXIMUM JOIST
SPACING OF 16" O.C. CHECK WITH DECKING MANUFACTURER FOR
PROPER SPACING.
3. ALLOWABLE SPAN SOUTHERN YELLOW PINE PER
THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD
CONSTRUCTION IS AS FOLLOWS:
, I" IJIIEilIJF I 14;r0 ,
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-ALL FRAMING EXPOSED TO THE WEATHER SHALL BE IN ACCORDANCE TO CHAPTER 3605 OF THE
IORTH CAROLINA BUILDING CODE AND SHALL BE PRESSURE TREATED PER THE AWPA HANDBOOK
:ALL PILES AND VERTICAL TIMBERS SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA
IANDBOOK.
ALL EXPOSED FRAMING LUMBER TO BE SYP NO. 1 OR BETTER. ROOF FRAMING LUMBER TO BE NO.
SPF OR BETTER.
- ALL METAL CONNECTORS SHALL BE:
10T-DIP GALVANIZED .
'ASTENER AND HARDWARE MANUFACTURERS HAVE SUGGESTED THE MINIMUM HOT-DIP GALVANIZED
tEQUIREMENTS FOR USE WITH TREATED WOOD SHOULD CONFORM TO THE FOLLOWING ASTM
;TANDARDS: ASTM-A153 (FOR HOT-DIP FASTENER PRODUCTS) AND ASTM-A653 (COATING DESIGNATION
)-185 FOR HOT-DIP CONNECTOR AND SHEET PRODUCTS).
STAINLESS STEEL
(TAINLESS STEEL FASTENERS AND CONNECTORS ARE REQUIRED FOR PERMANENT WOOD
EOUNDATONS BELOW GRADE AND ARE RECOMMENDED FOR USE WITH TREATED WOOD IN OTHER
;EVERE EXTERIOR APPLICATIONS SUCH AS SWIMMING POOLS, SALT WATER EXPOSURE, ETC. -TYPE 304
ND 316 ARE THE RECOMMENDED GRADES TO USE.
OTHER FASTENERS AND HARDWARE AS RECOMMENDED BY THE MANUFACTURER
-HERE MAY BE ADDITIONAL PRODUCTS (OTHER THAN STAINLESS STEEL OR HOT-DIP GALVANIZED)
ARCH ARE SUITABLE FOR USE WITH ACQ PRESERVED WOOD. PLEASE CONSULT WITH THE INDIVIDUAL
FASTENER OR HARDWARE MANUFACTURER FOR RECOMMENDATIONS FOR USE OF THEIR PRODUCTS
VITA ACO PRESERVED WOOD.
DRY USE APPLICATIONS
WHEN ACQ PRESERVED WOOD IS USED FOR INTERIOR APPLICATORS WITH CONTINUOUS DRY
ONOMONS. WHERE THE WOOD IN SERVICE WILL REMAIN BELOW 19% EQUILIBRIUM MOISTURE
;ORIENT, THE PERFORMANCE OF FASTENERS. HARDWARE AND OTHER METAL PRODUCTS IN CONTACT
VITA THE TREATED WOOD SHOULD BE SIMILAR TO THAT EXPERIENCED WITH UNTREATED WOOD.
ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH ACQ PRESERVED WOOD
PACER MATERIALS OR OTHER PHYSICAL BARRIERS ARE RECOMMENDED TO PREVENT DIRECT
;ONTACT OF ACO PRESERVED WOOD AND ALUMINUM PRODUCTS.
-HESE FASTENER RECOMMENDATIONS ARE COMPARABLE TO FASTENER RECOMMENDATIONS FROM
OTHER WOOD PRESERVATIVE MANUFACTURERS OF ACQ AND COPPER AZOLE.
ELECTROPLATED GALVANIZED FASTENER AND METAL PRODUCTS ARE TYPICALLY NOT ACCEPTED BY
'HE BUILDING CODES FOR USE IN EXTERIOR APPLICATIONS. REGARDLESS OF THE TYPE OF WOOD USED
WASHERS SHALL BE USED WITH EVERY CONNECTION BOLT WHICH COMES IN CONTACT WITH
TOOD. PILOT HOLES SHALL NOT EXCEED THE DIAMETER OF THE BOLT MORE THAN 1/16".
BOLTS SHALL BE TIGHTENED TO THE POINT THE WASHER BEGINS TO COMPRESS THE WOOD FIBERS
W NO MORE THAN Ur
PILES SHALL BE AT LEAST 6' IN DIAMETER.
F PIERS OR PILES SHALL BE INSTALLED IN SUCH A MANNER AND SEQUENCE AS TO PREVENT
)ISTORTION OR DAMAGE TO PILES BEING INSTALLED OR ALREADY IN PLACE TO THE EXTENT THAT SUCH
IISTORTION OR DAMAGE AFFECTS THE STRUCTURAL INTEGRITY OF THE PILES.
I. THE ALLOWABLE COMPRESSIVE LOAD ON ANY PILE SHALL BE DETERMINED BY THE APPLICATION OF
04 APPROVED DRIVING FORMULA. THE PILE SHOULD BE DRIVEN TO REFUSAL OR A MINIMUM DROVE
'ENETRATION NOT EXCEED 2 1/2' PER BLOW BASED ON A HAMMER WEIGHT OF 800LB AND DROP
XSTANCE OF AT LEAST 8 FT. DRIVE
ZWH
4)1
0-ALL FRAMING CHANNELS SHALL CONFORM TO THE AISI DESIGN FOR COLD- FORMED STEEL
ITRUCTURAL MEMBERS, 19136 WITH 1989 ADDENDUM.
THE PER AND DOCK SHALL HAVE TWO WHITE REFLECTORS, A MINIMUM OF 6" ABOVE FULL POND
ELEVATION. ON EACH SIDE OF THE FURTHERMOST CORNER OF THE EXTENSION OF THE PER INTO THE
VATER, REFLECTING LIGHT PARALLEL TO THE SHORE IN EACH DIRECTION AND DIRECTLY ACROSS THE
VATERLINE WITH THE SHORE FROM EACH CORNER. WHITE REFLECTORS SHALL BE PLACED ON EACH
ODE OF THE PIER AT INTERVALS OF 15' OR LESS A MINIMUM OF 6' ABOVE FULL POND ELEVATION,
IEGINNING AT THE OUTERMOST EXTENSION AND EXTENDING TO THE 760 CONTOUR LINE.
2- DESIGN LOADS:
LOALING SLIPS:20 PSF OR 300 CONCENTRATED LOAD
IOARDWALKS AND PIERS; 40 PSF OR 300 LB
KIND LOAD: 116 MPH EXPOSURE B
HANDRAIL NOTES

DRIP PAN NOTES
rFtWATE WATERFRONT PIERS AND DOCKS. BETCO PANS SHOULD NOT COME IN DIRECT
MARDRAILS OR OTHER SAFETY PROVISIONS SHALL BE
CONTACT WITH ACO PRESSURE TREATED
MOVIDED ALONG THE EDGES WHERE THE VERTICAL

LUMBER ACRYZICH PANS WITH A BARRIER
MOP TO THE LESSER OF THE MEAN LOW
SUCH AS ICE AND WATER SHIELD. POLYMER
VATER LEVEL, NORMAL LOW WATER LEVEL(SOUNDS), TAPES. MASKING AND WATER PROOF LINING
FORMAL POOL(LAKES AND RIVERS) OR MUD LINE MATERIAL.
EXCEEDS 8 FEET GUARDRAILS SHALL BE A MINIMUM OF
B INCHES HIGH AND SHALL PREVENT THE PASSAGE OF

BARRIER MATERIAL SUCH AS PAPER OR FELT
4-INCH SPHERE.EDGE PROTECTION SHALL BE

ARE NOT RECOMMENDED. BARE GALVALUME
,ROVIDED AS REQUIRED BY OTHER RULE

PANS ARE NOT RECOMMENDED.
'ER AVERAGES FROM THE DUKE ENERGY LAKE LEVEL
:HARTS THE ESTIMATED AVERAGE LOW LEVEL IS 98.3
CONTRACTOR MUST INSTALL PANS PER
VHICH IS 2,31/2' BELOW FULL POND. MANUFACTURE SPECS AND
RECOMMENDATIONS.
PENETRATION THROUGH THE BOTTOM OF THE
PANS ARE NOT RECOMMENDED.
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PI . F
11'
4" 7 - C"
: - I'
12' 4 -/
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ROOF RAFTER ALLOWABLE SPANS
NATIONAL DESIGN SPECIF CATIONS FOR WOOD CONSTRUCTION AS
FOLLOWS:
.2X44 3.063 IN ,
1564 7.563 RP
•X8= 13.14 IN'
5X10= 21.39 IN'
2512= 31.64 IN' 1. DESIGN LOADS ARE BASED ON 20 LBS/FT , FOR LIVE
LOAD AND 10 LBSIFT' FOR DEAD LOAD.
2. SPRUCE PINE FIR ROOF PURLINS TO BE 24' O.C. MAX. Approved for Code
3. ALLOWABLE SPAN SPRUCE PINE FUR PER Compliance
THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD NLM
CONSTRUCTION IS AS FOLLOWS: 07/01/2020
Catawba County
MICHAEL HANDY
1300 RROUNOSTONE RD
SHERRILLS.FORD. NC 28673
Site n
a. THE TABULATED RAFTER SPANS ASSUME THAT
CEILING JOIST ARE LOCATED AT THE BOTTOM OF THE
ATTIC SPACE OR THAT SOME OTHER METHOD OF
RESISTING THE OUTWARD PUSH OF THE RAFTERS ON THE
BEARING WALLS, SUCH AS RAFTER TIES. IS PROVIDED AT
THAT LOCATION. WHEN CEILING JOIST OR RAFTER TIES
ARE LOCATED HIGHER IN THE ATTIC SPACE, THE RAFTER
SPAN SHALL BE MULTIPLIED BY FACTORS GIVEN BELOW.
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VOTE: ANY DEVIATION FROM THE PLAN MUST BE APPROVED BY DARDEN ENGINEERING SERVICES, LLC
DISCLAIMER
SURVEY PROVIDE BY CLENT. ALL PROJECTION LINES ARE i
ESTIMATED AND WOULD REQUIRE A LICENSED SURVEYOR
TO ACCURATELY LOCATE PER ON PROPERTY TO ENSURE
THAT IT MEETS ALL DUKE LAKE SHORE MANAGEMENT AND
COUNTY REGULATIONS
ALL PROPERITY PROJECTION LINES ARE ESTIMATED
OWNER IS RESPONSIBLE FOR 1/3 THE COVE, 20 OFF ANY
OTHER STRUCTURE AND EXACT LOCATION OF PROJECTION
LINE TO COMPLY WITH ALL DUKE POWER AND COUNTY
REGULATIONS. OWNER IS TO USE SURVEYOR TO PROPERLY
LOCATE PIER TO MEET DUKE ENERGY AND COUNTY
REGULATIONS.
10 SETBACK
ESTIMATED PRpERTY
PROJECTION LINE
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