20060813 Ver 2_Shoreline Stabilization_20190814

State of North Carolina
Department of Environment and Natural Resources
DWR Division of WataLResources
15A NCAC 02H .0500 — Water Quality Certification, ShoreliWtatj*on
Division of Water Resources FORM: SSGP 1e
The Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent
to:
Division of Water Resources
401 & Buffer Permitting Unit _
1617 Mail Service Center � 2@20Y
Raleigh, NC 27699-1617 DE
AUG .1 4 P019
Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information
Name: Theresa & Joseph Baich
Mailing Address: 12030 Mountain Lake Cove Charlotte NC 28216
Telephone Number: 704-408-1878/704-399-4540 Fax Number:
E-mail Address: [e-mail]
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter (a form can be downloaded here:
http://www.saw.usace.army.miI/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTH
ORIZATION FORM.pdf) must be attached if the Agent has signed this application form.
Name: Cindv Safrit
Company Affiliation: NC Dept of Ag & Consumer Services/Division of Soil & Water
Mailing Address: NCDA & CS Division of Soil & Water Conservation
PO Box 845
Mocksville, NC 27028
Telephone Number: 704-754-0566 Fax Number:
E-mail Address: [e-mail]
Person to receive the Certification Approval: Cindy Safrit, Theresa Baich
II. Project Information [15A NCAC 02H .0502(a) & (b)]
1. Attach 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.
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,
FORM: SSGP 10-2013 Page 1 of 3

and construction access corridors. You may use the diagram provided at the end of this
application form.
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)
County: Mecklenburg Nearest Town: Charlotte
Subdivision name or site address (include phase/lot number): Mountain Point
Directions to site - please include road names and numbers, landmarks, etc.:
From Charlotte, drive north on Brookshire Blvd/Hwy 16; Turn right onto Mt Hollv
Huntersville Rd; Turn left onto Abernathy Rd (large rock at intersection); Turn right onto
Mountain Point Ln: Make first left onto Mountain Lake Cove; Property is at the end of the
cul-de-sac
Latitude (in decimal degrees)35.346488 Longitude (decimal degrees) -80.934043
5. Describe the existing land use or condition of the site at the time of this application
(residential, undeveloped, etc.): Residential
6. Property size (acres): 2.85
7. Lake/ river/ ocean adjacent to property: Mountain Island Lake
8. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): New retaining walls and backfill along 350 LF to stabilize
bank; rebuild existing rip rap (no rip rap exists where retaining wall will be built)
9. Will work be conducted from land? ® From water?
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal pool lake level/ Normal Water Level in square feet or acres:
919 ft2
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: 7289 ft2
12. 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): Approximately 8 trees
>/= 8 in. diameter and underbrush vegetation
Owner/Agent's Signature` [15A NCAC 02H .0502(f)]
FORM: SSGP 10-2013
V/3/2-0/4)
Date
Page 2 of 3

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: ©�� �-
STREET ADDRESS: 1 ZK 10 unity I n LoAn Oy--
Chrw- l N -e , VQ C 2'x'2-11.
Please print:
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
clirv(A v - , of CS piyi5'►on
(Contractor / Agent) (Name of consulting firm) \ t � � C.0y-j5-VVC4-' 1 OVA
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 (if different than property above):
WIA
Telephone: —I uy —LA 0 8^ k i s
`1011- -�>qc1- H540
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature KihgO& Signatur
Date:%J l 3 % 2� 1 �I Date: 3 /�/

Parcel: 02316326
Owner: BATCH JOSEPH RJR
W,
114 pI*,.muWvf j7,
1,17. �e�y
Al A
q911,111, �*, 0 A

•2?i`111
lob ft of rip rap repair.
Toe trench Installation,
y
Above and below normal pool
r M
JVN
105 ft retalning wall
`~ with rip rap toe,
jBelow and above normal pool
2r �.
2 •1 $� q�
~; STATE OF NORTH CAR❑LINA
2 DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
�j DIVISION OF SOIL AND WATER CONSERVATION
WESTERN -PIEDMONT -TECHNICAL -SERVICES -OFFICE
PO Box 845, 191 S Mule St Ph— N 704-754-0566
M—k—KL., NC 27028
155 ft of retaining wall above
normal pool
Clearing limits
Theresa Baich
Mecklenburg Co., North Carolina
Site Plan
;;, 1�
Construction Access
®\�4
ICI
EAL
1984 —
IFIv�•�;` \\
DRAWN BY: CM Safrit
SCALE: NTS
DWG. NO.
DATE: 8/14/2019

i 07 �71

SPECIFICATIONS FOR CONSTRUCTION
FOR
THERESA BAICH SHORELINE STABILIZATION
MECKLENBURG COUNTY, NORTH CAROLINA
These specifications are to be made a part of detailed engineering plans of the
proposed shoreline stabilization. No changes or deviations from these plans and
specifications shall be allowed without a written amendment, in advance of the
change, from the DSWC design engineer.
CLEARING AND FOUNDATION PREPARATION: Limits of construction as flagged and discussed
during pre construction conference shall be cleared and grubbed of trees, logs, stumps, roots, brush,
boulders, sod, and debris. Satisfactory disposal will be made of all debris. All stumps and all roots
exceeding one (1) inch in diameter shall be removed to a minimum depth of one (1) foot. The foundation
area shall be roughly shaped and compacted before the placement of any fill material. The contact
surface shall be thoroughly scarified so that the first layer of fill material will be properly bonded to the
foundation when compacted. If they are suitable, excavated materials shall be used in the permanent fill.
Foundation areas shall be kept free of standing water when fill is being placed on them.
CUT ROCK (BUNKER BLOCKS) AND NON WOVEN GEOTEXTILE INSTALLATION:
Excavate the back of the stable foundation (closest to the slope) slightly deeper than the front to add
stability to the structure. Install geotextiles so that they lie smoothly on the prepared foundation with a
minimum of 3 inches of sand -gravel bedding material over the geotextile to prevent movement.. Place
the blocks so that the vertical joints are staggered between the blocks of adjacent rows and layers by at
least one-half of a cell length. A tieback into the bank and bed will be required to protect the structure
from undermining or scour.
FILL MATERIALS AND PLACEMENT: The fill and any other required excavations shall be to the
lines and grades shown on the plans or as staked in the field. The material placed in the fill shall be free
of sod, roots, frozen soil, stones more than six (6) inches in diameter (except for rock fills), and other
objectionable material. Borrow areas shall be from an approved site with all necessary permits. The
placing and spreading of fill materials shall be started at the lowest point of the foundation and the fill
brought up in horizontal layers not to exceed eight (8) inches in thickness prior to compaction. The fill
shall be constructed in continuous horizontal layers. The slope of the bonding surfaces shall not be
steeper than 3 horizontal to 1 vertical. The bonding surface shall be treated the same as that specified for
the foundation so as to insure a good bond with the new fill. The distribution and gradation of materials
shall be such that no lenses, pockets, streaks, or layers of material differ substantially in texture or
gradation from the surrounding material. The moisture content of the fill material shall be adequate for
obtaining the required compaction. Material that is too wet shall be dried to meet the requirements, and
material that is too dry shall have water added and be mixed until the requirement is met. It is generally
preferred to use material slightly wetter than optimum than dryer than optimum. Construction equipment
shall be operated over all areas of each layer of fill to insure that the required compaction is obtained. If a
minimum required density is specified, each layer of fill shall be compacted as necessary to obtain that
density. A sheeps-foot roller or a mechanical roller -compactor shall be used as needed to obtain the
required compaction. Areas that cannot be compacted by the above shall be carefully compacted to a
density equivalent to that of the surrounding fill by manually directed power tampers or plate vibrators.
Fill materials compacted with manually directed power tampers or plate vibrators shall be placed in
horizontal layers not to exceed four (4) inches in thickness prior to compaction.

SEEDING, MATTING AND CRITICAL AREA PLANTING: A protective cover of vegetation shall
be established on all exposed surfaces, native vegetation is required on all shoreline stabilization projects.
See construction details and seeding specification sheet for seed bed preparation, lime and fertilizer
requirements and rates of seeding mixture. Temporary vegetation may be used until conditions permit
establishment of permanent vegetation. An erosion control blanket, North American Green Bio -net
SC 150 BN or an equivalent shall be installed from the top of the cut block to the top of the slope. If an
equivalent blanket is selected specification sheet must be submitted and approved by the design engineer.
See seeding specification sheet for details on soil amendments, seed mixture and rates. Critical area
planting plan will be provided by the local soil and water conservation district office. Depending on time
of construction it may be necessary to make arrangements for plantings months after construction is
complete.
GENERAL: Construction operations shall be carried out in such a manner and sequence that erosion and
air and water pollution are minimized and held within legal limits. All work shall be conducted in a
skillful and professional manner and the completed job shall present a workmanlike appearance.
SPECIFICATION NOTE CONCERNING PUBLIC UTILITIES: An appropriate utility
representative should be contacted prior to starting the construction work. The fact that utilities may not
be shown on the drawings cannot be taken as assurance that utilities are not present at the site. The
information pertaining to utilities (if any) which is shown on the drawings is primarily based upon data
provided by the owner, and neither the Division nor the Soil and Water Conservation District make any
representation concerning the existence or nonexistence of any utility at the site. The contractor should
personally closely inspect the site to determine the existence or nonexistence of utilities within the
construction area and also discuss utility locations with the owner. All parties should understand that any
liability for damages resulting from the disruption of utility service caused by the construction activities
rest between the owner, contractor, and the affected utility.
N

RESPONSIBILITIES OF:
LANDOWNERS
All shoreline stabilization projects require a twenty foot (20ft ) undisturbed native vegetative
buffer adjacent to the practice for the duration of the contract period. The landowner shall
maintain the fill slope including making repairs of washes and gullies, reestablishment of
vegetation and removal of debris until adequate vegetation has been established. The
landowner will acquaint himself with the provisions of these plans and specifications to
determine that the completed project will fulfill his/her intentions.
Where benefits are to be received from Government agencies, a preconstruction
conference, inspection and approval by the design engineer or appointed representative
with appropriate job approval authority is mandatory.
It is the landowner's responsibility to obtain all permits required for construction of this project.
Staging area for this project will be located in cul -da -sac and front portion of landowners natural
area. It is the landowners responsibility to make sure the home owner association is notified
and if necessary and any requirements are made know to the contractor.
CONTRACTORS
The contractor will acquaint himself with the provisions of these plans and specifications,
conditions at the site that may affect his schedule of operation, and the location and meaning of
all stakes on the site. Failure to do so will not relieve him of the difficulties and costs pursuant to
satisfactorily completing the work in compliance with these plans and specifications and any
written or verbal contract with the landowner. All benchmarks, grade and line stakes will be left
undisturbed and protected by the contractor to facilitate construction and inspection.
The contractor, weather permitting, will schedule his work so that he will start on the agreed
date, and work will be a continuous operation until satisfactorily completed. All damages
occurring to completed works or materials, by the elements or otherwise, during construction will
be the responsibility of the contractor. The contractor will pay for partial or damaged work
and/or replaced materials damaged from any cause. Absence of inspections during
construction will not relieve the contractor form completing the work in strict compliance with
these plans and specifications.
Upon completion of the work, before moving his equipment, the contractor will request a final
inspection by the landowner and the design engineer or appointed person with appropriate job
approval authority. The contractor will then receive approval that all work had been completed
satisfactorily and/or he may complete those items that vary from the plans and specifications in
order that a final inspection will result in approval.
3

DIVISION OF SOIL AND WATER CONSERVATION
The DSWC and its employees are in no manner a party to any verbal or written contract
between the landowner and the contractor. DSWC employees, with the limit of personnel
available, will inspect and advise on technique during construction to assure satisfactory
compliance with the plans and specifications.
DSWC employees will, upon reasonable notice, conduct a final inspection for strict compliance
with all plans and specifications concerning this project. Inspection will determine the
satisfactory completion of work so that (1) approval may be given for the eligibility of the
landowner to receive benefits from any Government agency concerned with this structure, (2)
final payment may be made to the contractor.
4

Steve Troxler North Carolina Department of Agriculture
Commissioner and Consumer Services
Division of Soil and Water Conservation
Date: August 13, 2019
To: Permitting Agencies
From: Cindy M. Safrit, PE
Subject: Baich Shoreline Stabilization
CCAP #
Vernon N. Cox
Director
Existing site conditions of the Baich Shoreline is an existing sandy beach 10 foot wide for approximately
150 feet. The landowner would like to preserve the existing condition of the shoreline to the extent
possible while still stabilizing the eroding banks. To design a stable slope, trees at the top of the slope
will have to be removed, a retaining wall will be installed.
The toe of the wall along the sandy beach will be 2.8 feet higher than normal water level. It is customary
to place rip rap at the toe of seawalls or retaining walls that go below normal pool for fish habitat.
However, as this section of the retaining wall the toe will very seldom be under water, therefore rip rap
should not be necessary. Thank you so much for help.
Sincerely,
Cindy M. Safrit, PE
Engineer
MAILING ADDRESS LOCATION
Division of Soil and Water Conservation Telephone: [phone] Archdale Building
1614 Mail Service Center Fax Number: 919-733-3559 512 N. Salisbury Street, Suite 504
Raleigh, NC 27699-1614 Raleigh, NC 27604
An Equal Opportunity Employer

Steve Troxier North Carolina Department of Agriculture
Commissioner and Consumer Services
Division of Soil and Water Conservation
Section Labeled 2 on Plan Sheets
Vernon N. Cox
Director
MAILING ADDRESS
Division of Soil and Water Conservation
1614 Mail Service Center
Raleigh, NC 27699-1614
Telephone: [phone]
Fax Number: 919-733-3559
An Equal Opportunity Employer
LOCATION
Archdale Building
512 N. Salisbury Street, Suite 504
Raleigh, NC 27604
T
Steve Troxier North Carolina Department of Agriculture
Commissioner and Consumer Services
Division of Soil and Water Conservation
Section Labeled 2 on Plan Sheets
Vernon N. Cox
Director
MAILING ADDRESS
Division of Soil and Water Conservation
1614 Mail Service Center
Raleigh, NC 27699-1614
Telephone: [phone]
Fax Number: 919-733-3559
An Equal Opportunity Employer
LOCATION
Archdale Building
512 N. Salisbury Street, Suite 504
Raleigh, NC 27604

Section Labeled 3 on Plan Sheets
Section Labeled 4 on Plan Sheets

S) 90
0
Occupied Point
Black Dot on Bridge
Elevation 578,27
�4 /
Occupied Point t
Nail
Elevation 581,24 0
SSS
Sg
Maintenance
Survey was done with an assured elevation of 600,
Water elvation at date of survey was 567,8
Recorded water elevation from Duke Energy for that
89 day was 96,6, Adjusted elevations are below,
Mountain Island lake has target elevation of 96 = 567.2
88 minimum water elev, of 94,3 = 565.5
�4 87 rax water elev. of 100 = 571.2
4 86
\ 85
105 foot of wall
will be lined with
Class B Rip Rap
and extend a minimum
of 6 foot
SOS
A minimum set back of 20 feet of undisturbed
native vegetation adjacent to the installed
practice is mandatory. Consult Leslie Vanden Herik
Mecklenburg Soil and Water Conservation
District Manager if you have any questions
reguarding this buffer requirement.
Until vegetation is established, fill slope
will likely call for maintenance such as
repairing washes or gullies and reestablishment
of vegetation.
LA
w� STATE OF NORTH CAROLINA
i DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES
DIVISION OF SOIL AND WATER CONSERVATION
' Western Piedmont Technical Services
P.O. Box 845 Mocksville, NC 27028 PHONE, 704-754-0566
600
6O
600
Occupied Point
Nail
Elevation 600
w what's below.
C811 before you
52
0
—30 0 30 60 90
Scale 1" = 30'
Theresa Baich Shoreline Stabilization
Plan View
Mecklenburg County, North Carolina
REVISIONS
NIL BY DATE DESCRIPTIIN
L
2
3
4
5
PROJECT M
DRAFT
ROR A14"A �TTING
0N
:cL SEAL
0319&4
SCALE V = 30'
DRAVN BY- CM Safrit DATE- 6/5/2019
CHECKED BY- DATE -
SHEET NO. I OF I I FILENAME- Terri Balch
Construction Sequence
1.
Contact DSWC engineer for pre -construction
conference prior to begining work.
2.
Consturct ramp to access work area.
3.
Clear and grub all fill and cut areas. Removing
logs, stumps, roots, brush, boulders, sod,
top soil and debris,
4.
The slope of the bonding surface shall not
be steeper than 3:1 to insure a good bond
wilth the new fill. See Spec. Sheet
5.
Foundation area shall be kept free of standing
water when fill is being placed. See Spec Sheets.
6.
Fill shall be placed in no more than 8 inch lifts
prior to compaction. See Spec, Sheet
7.
Foundation area for cut stone and fill placement
shall be shaped and compacted. Excavate a
minimum of 18 inches for rock placement. More or
less may be required by the onsite engineer based
on on-site conditions.
8.
Cut block with geotextite fabric underlayment
placement will start approximately .5 ft beyond the
existing toe. Placement will be flagged prior to
construction by engineer.
9.
Class II Rip Rap will be repaired from the point on the west
side to the bridge,
10,
Erosion Control Matting NAG Roll Max SC 150 BN Bio -Net or
equivalent shall be installed on entire slope.
11.
All matted area shall be seeded and critical area planting
5
installed. See construction detail sheet for seeding
6�
planting plan provided by other.
12.
All other disturbed area shall be seeded and mulch.
52
0
—30 0 30 60 90
Scale 1" = 30'
Theresa Baich Shoreline Stabilization
Plan View
Mecklenburg County, North Carolina
REVISIONS
NIL BY DATE DESCRIPTIIN
L
2
3
4
5
PROJECT M
DRAFT
ROR A14"A �TTING
0N
:cL SEAL
0319&4
SCALE V = 30'
DRAVN BY- CM Safrit DATE- 6/5/2019
CHECKED BY- DATE -
SHEET NO. I OF I I FILENAME- Terri Balch