20181463 Ver 1_401 Application_20181026

1
T.E. ALLEN ENGINEERING, PC
TERRY E. ALLEN, PE, MSE
CONSULTING ENGINEER
Post Office Box 103
Rosman, North Carolina 28772
Phone [phone] Email: [e-mail] Mobile [phone] Firm # C-1997
October 18, 2018
SUBJECT: Pre -Construction Notification (PCN) Application Form for 401/404 Permits
for New Boulder Seawall and Sediment Removal at Greg Holcomb Residence, 338
Cardinal Drive West, Lake Toxaway, Transylvania County, North Carolina, PIN: 8513-
52-2554-000 & 8513-52-3432-000, Property Owner of Record - Gimmelwald LLC, 208
S Lasalle St. Ste 1650, Chicago IL 60604 PAID
NC DWQ, 401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear DWQ:
20181463
Enclosed, please find five (5) copies of the 401/404 application (PCN form). A
check for the application review fee is also enclosed. This PCN to address the
construction of a new granite boulder Seawall, sedimental removal, and light residential
bridge & replacement of an existing Boathouse & Seawall at Greg Holcomb Residence,
338 Cardinal Drive West, Lake Toxaway, Transylvania County, North Carolina. The
work shall be in accordance with attached Sheets C-1 through C-5. Lake Toxaway has a
water quality classification of B; Tr. The Trout Buffer disturbance is not expected to
exceed 10 percent of the stream and lake frontage.
All disturbed areas not to be filled or flooded will be vegetated pursuant to the
seeding schedule in the Erosion and Sediment Control Planning and Design Manual. If
you have any questions or require any additional information, please do not hesitate to
contact me at [phone] or email [e-mail].
Sincerely,
Terry . Allen, P.E.
Consulting Engineer
Enclosures 5 copies of 401/404 PCN Application Form
Check for application review fee

Copy Furnish w/ attachment:
401 PERMITTING
Mr. Kevin Mitchell
NCDEQ — Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, NC 28711
828-296-4500
NC FISH & WILDLIFE PERMITTING
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Bldg B
Marion, NC 28752
828-400-4223
[e-mail]
USACE 404 PERMITTING
Mr. David Brown, PG
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Ave, Room 208
Asheville, NC 28801-5006

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 13 - New Seawall & 18 - Sediment Removal or General Permit (GP)
number:
1 c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d. 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
1 e. 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
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
New Boulder Retaining Wall (Seawall) & Sediment Removal
2b. County:
Transylvania
2c. Nearest municipality / town:
Brevard
2d. Subdivision name:
Lake Toxaway Estates
2e. NCDOT only, T.I.P. or state
project no:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3.
Owner Information
3a.
Name(s) on Recorded Deed:
Cyndi P. Trostin, Trustee
3b.
Deed Book and Page No.
PIN: 8513-52-3863-000; Date: 02/2015 Book: 00716 Page: 0161
Plat Book: F16 Page: 320
PIN: 8513-52-1627-000; Date: 02/2015 Book: 00716 Page: 0168
Plat Book: F16 Page: 320
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
338 Cardinal Drive West
3e. City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
954-547-2905 (Greg Holcomb)
3g.
Fax no.:
3h.
Email address:
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:
Terry Allen, PE
5b.
Business name
(if applicable):
T.E. ALLEN ENGINEERING, PC
5c.
Street address:
P.O. Box 103
5d.
City, state, zip:
Rosman, NC 28772
5e.
Telephone no.:
828-877-4883
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
PIN: 8513-52-3863-000 and 8513-52-1627-000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.148998 Longitude: - 82.96413
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
PIN: 8513-52-3863-000; 1.39 acres
PIN: 8513-52-1627-000; 0.95 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Lake Cardinal
2b.
Water Quality Classification of nearest receiving water:
B, Trout
2c.
River basin:
Savannah
Page 3 of 12
PCN Form —Version 1.3 December 10, 2008 Version

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:
This home site located in Toxaway Estates, a private residential development in western Transylvania County, NC. The
lot borders Lake Cardinal which has a classification of B: Trout. The general land use is residential.
3b.
List the total estimated acreage of all existing wetlands on the property:
none
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
none
3d.
Explain the purpose of the proposed project:
Furnish and install 235 LF of new Boulder Retaining Wall (Seawall) for shoreline stabilization. Perform incidental
dredging to remove accumulated sediment. Estimated incidental dredging to remove approximately 25 cubic yards of
accumulated sediment. No dredging to be performed below the elevation of the natural lake bottom or the natural strsam
bottom.
3e.
Describe the overall project in detail, including the type of equipment to be used:
NEW WORK
1. Furnish and install 235 LF of new Boulder Retaining Wall (Seawall) at the locations shown on attached Sheets C-2 &
C-3. All Boulder Retaining Wall (Seawall) work will be performed "IN THE DRY" using a coffer dam to isolate the work
area. All pump -out water and site drainage shall compliance with Water Quality Standards. Where a coffer dam is used,
the work area will be dewatered by pumping. All dewatering discharge shall have a turbidity of not more than 10 NTUs
above background or as otherwise specified in DWQ's Turbidity Standards (15A NCAC 02B.0211(3.)(k.)). To satisfy the
required turbidity limit, the dewatering pump discharge shall be filtered through a Bag Filtration Unit equal to Model BF -
400 from Rain -for -Rent, or equal, with a 100 to 1 micron nominal rating. The turbidity level of all discharge shall be
monitored with calibrated turbidity meters and the filtration equipment shall be adjusted as necessary to insure
compliance with Water Quality Standards. The water around the dredging areas shall likewise be monitored with
calibrated turbidity meters and the turbidity curtains shall be adjusted as necessary to insure compliance with Water
Quality Standards.
Uncured concrete shall not be allowed to come into direct contact with surface waters. This will be accomplished by
establishing a "dry work area" as described above. "High Early" cementious material shall be in the stone work to
minimize curing time.
The existing creek shall be "PIPED AROUND" where necessary.
2. Perform incidental Dredging to remove 25 +/- cubic yards of sediment at locations shown on attached Sheet C-2 & C -
Dredge spoils to be disposed of in an uplands disposal pit with no stormwater outlet(s). All drainage to be contained
within pit. Disposal Pit shall be excavated and graded to contain all drainage and stormwater within pit, with not
discharge. Location and permitting (where required) of Dredge Spoil disposal Pit to be by others. Work to be performed
using hand labor & small equipment.
At the Contractor's option, the dredging may be performed "IN THE WET" with turbidity control measures (turbidity
curtins), or "IN THE DRY" within the limits of the coffer. Only minimual incidental fall back shall be allowed during
dredging "IN THE WET". Upland disposal site with no return water and no loss of wetlands. The water around the
dredging areas shall be monitored with calibrated turbidity meters. The turbidity curtains shall be adjusted as necessary
to insure compliance with Water Quality Standards.
3. See attacheed Sheets C-1, C-2, C-3, C-4, and C-5.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
❑ Yes ® No ❑ Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
El Preliminary El Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
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 Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
❑ Yes
❑ Corps
W1 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W6 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
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.
3b.
3c.
3d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
feet)
Temporary (T)
(INT)?
other)
(feet)
S1 ❑ P ®T
Temporary Pipe
Unnamed Trib to
® PER
® Corps
3
140
Around 100 LF
Lake Cardinal
❑ INT
❑ DWQ
❑ PER
❑ Corps
S2 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S4 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
140
3i. Comments: This is a temporary impact to pipe the unnamed tributary around the work area. Contractor shall size the pipe
to carry the stream flow and runoff from the 25 -Yr / 24 Hr storm.
Page 6of12
PCN Form — Version 1.3 December 10, 2008 Version

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.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑ P ®T
Lake Cardinal
25 CY of Dredging/ Sediment
Lake
0.01 Acres
Removal
02 ❑ P ®T
Lake Cardinal
Temporary Co3ff r Dam (100 Ft x
Lake
0.01 Acres
03 ®P ❑ T
Lake Cardinal
Boulder Retaining Wall (Seawall)
Lake
0.04 Acres
(235'x8')
04 ❑ PEI T
4f. Total open water impacts
0.06 Acres
4g. Comments: At the Contractor's option, the dredging may be performed "IN THE WET" with turbidity control measures
(turbidity curtins), or "IN THE DRY" within the limits of the coffer dam. Only minimual incidental fall back shall be allowed
during dredging "IN THE WET". Upland disposal site with no return water and no loss of wetlands. The water around the
dredging areas shall be monitored with calibrated turbidity meters. The turbidity curtains shall be adjusted as necessary to
insure compliance with Water Quality Standards. Dredging with small excavator with minimual incidental fall back. Turbidity
curtains will be used to isolate the work areas and curtains will remain in place until the turbidity in the work area is less than
10 NTUs above background. Upland disposal site with have no return water and no wetlands will be impacted.
Seawall work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area. The
dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
number
of pond
P1
P2
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:
Page 7of12
PCN Form — Version 1.3 December 10, 2008 Version

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.
❑ Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required.
131 ❑P❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
At the Contractor's option, the dredging may be performed "IN THE WET" with turbidity control measures (turbidity curtins), or
"IN THE DRY" within the limits of the coffer dam. Only minimual incidental fall back shall be allowed during dredging "IN THE
WET". Upland disposal site with no return water and no loss of wetlands. The water around the dredging areas shall be
monitored with calibrated turbidity meters. The turbidity curtains shall be adjusted as necessary to insure compliance with
Water Quality Standards. Dredging with small excavator with minimual incidental fall back. Turbidity curtains will be used to
isolate the work areas and curtains will remain in place until the turbidity in the work area is less than 10 NTUs above
background. Upland disposal site with have no return water and no wetlands will be impacted.
Seawall work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area. The
dewatering discharge will be filtered to DWQ Water Quality Standards prior to release. The Seawall construction is the
minimual necessary for bank stabilization. A dry work area will be created to comply with Water Quality Standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
To minimize disturbance during construction, the work will be accomplished with the smallest mechanical equipment
practicable. Turbidity curtains will be used around the dredging areas. The upland disposal areas for the dredge spoils will
have no return water and there will be no wetlands impacted.
Seawall work will be accomplished "in the dry" by installing a temporary coffer dam around the proposed work area. The
dewatering discharge will be filtered to DWQ Water Quality Standards prior to release.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
4g. 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.
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: All trout buffer disturbance that may occur as a result of installing the new Boulder Retaining Wall (Seawall)
shall be repaired. Trout Buffer Restoration shall be in accordance with the NCDEQ-DLR Trout Buffer and Riparian Area
planting requirements.
Should project exceed 10% or 100' in 1000', a trout buffer waiver will be sought from NCDENR - Div of Land Resources
Page 9 of 12
PCN Form —Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
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?
%
2b.
Does this project require a Stormwater Management 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:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ 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 Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
S.
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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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)?
1 c.
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):
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 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.
N.A.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ® No
impacts?
❑ 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?
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?
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?
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?
Cyndi P. Trostin, Trustee
Applicant/Agent's Printed Name
Applic r�t�Agent's Signature
(Agent's signature s valid an) it an authorization letter from the applicant
Date
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

HEM SEAMALL o SEDOM ENE REMOVAL VAL s� GREQ HOLCOM p RENDEHC E Property Owner of Record:
Trostin, Cyndi P Trustee
338 Cardinal Drive West, B M L036 Cardinal Dr., Lake Toxaway, NC 208 S LaSalle St Ste 1650
Chicago, IL 60604
1.0 This Project is for sediment removal, construction on a
new boulder seawall, and construction of an 8'x20' Bridge
over the existing unnamed tributary to Lake Toxaway. Ne
Bridge shall be designed by thers. Comply with the latest
edition of the Lake Toxaway Community Association
Architectural Review Standards and NC Building Code
Requirements. The existing property lines and the Side Yard
Setback shall be located, marked and flagged by a
Professional Land Surveyor prior to beginning work. Verify
actual setback requirement with the most current Lake
Toxaway Community Association Architectural Review Standards
2.0 As a result of the site investigation, a number of
observations have been made and recommendations provided.
It should be noted that the observations and conclusions
stated herein are based on information available as of this
writing. It is conceivable that additional information may be
forthcoming which bears on these observations, conclusions
and the overall design. The right is reserved, therefore, to
review and modify all observations, conclusions, and design
features at any future point in time should, in fact, additional
information become available. The comments,
recommendations, and design features provided herein are
applicable only to the new Boathouse.
3.0 All work shall be in accordance with North Carolina
State Building Code, OSHA Safety and Health Requirements,
US Army Corps of Engineers 404 permit requirements, NCDEQ
Division of Water Quality 401 permit requirements, NC
Sedimentation Pollution Control Act, and all other applicable
codes, ordinances, and regulations. The Contractor shall
coordinate all work with the Lake Toxaway Operations Manager,
16801 Rosman Hwy, Lake Toxaway, NC 28747.
4.0 PERMITS. The Owner and/or Contractor shall obtain all
required permits, rights—of—entry & authorization Lake
Toxaway Community Association prior to beginning work.
Locate, flag and protect all underground utilities. Do not
locate any portion of the work within and easement,
set—back, or R/W.
5.0 All construction materials and debris shall be removed
from the site upon completion of the project and the area
shall be graded such that all surfaces drain naturally, blend
with the natural terrain, and are left in a condition that
facilitate sown ground covers and natural revegetation.
6.0 The Contractor's activities shall be performed by methods
that will prevent entrance, or accidental spillage, of solid
matter, contaminants, debris, or other pollutants and wastes
into streams, flowing or dry watercourses, lakes or
underground water sources.
7.0 Runoff and discharge shall be monitored to insure that
no sediment is discharged to the downstream watercourse.
8.0 TURBIDITY CONTROL. The Contractor shall not violated
water quality stream standards during the performance of this
work. The Turbidity Level in the lake waters shall not exceed
10 NTUs at any time during performance of this work
pursuant to 15A NCAC 02B.0211 (3)(k). The Contractor shall
employ any and all methods necessary to prevent a violation
of the Turbidity Standards. These measures include, but are
not limited to; turbidity curtains around the work, haybails,
silt fence, stone check dams, etc. Where turbidity curtain are
necessary, curtains shall remain in place until the turbidity in
the work areas return to original
background levels.
9.0 All other work that may be required, but not shown
herein, shall be designed by the Contractor.
10.0 Limitation of Liability. By
accepting this engineering document,
the Owner, Contractor and any
others to whom it is distributed,
agree to a strict limitation of
liability for Terry E. Allen PE, T.E.
ALLEN ENGINEERING, P.C., and its
employees to an amount not to
exceed $25,000.00 or one—half the
total amount of paid invoices,
whichever is less.
PRELIMINARY — NOT
FOR CONSTRUCTION
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© Copyright 2018 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide. DO NOT SCALE DRAWINGS SHEET I OF 5

roperTy owner or Kecora:
Trostin, Cyndi P Trustee
N
NEW
Boulder Retaining Wall
(Seawall). 75—Ft
208 S LaSalle St Ste 1650
(+/—).
Height of Seawall
varies. Field adjust
Chicago, IL 60604
W-11111 ® 0—E
Wall
Height to fit existing
rade and contour.
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of
8
37 '42
P"° SW -62-3W
g
Accumulated Sediment to be removed
'
578.96'
N0°`N°1MQ1°o^0
R
by Shovel & Bucket
only. 25 CY
W
J
.....
max.
Q
LOT 36 20'x8'Bridge Over Creek. Bridge shall in accordance with
Section R327 of the 2018 NC Residentiall Building Code, and
X���Chapter 36 of the 2018 NC Buildinq Code.
NEW Boulder Retaining Wall (Seawall).
Height of Seawall varies. Field adjust
LOT as
"'"' Wall Height to fit existing grade and
...� ..................... contour.
LAKE CARDINAL
(WATER UNE IS PROPERTY UNE PER PLAT)
LOT 34WR
Property Owner may field adjust length
and alignment of Seawalls for best fit.
LOT aa -R The total length of Seawall shall not
Ole' exceed 235 LF.
89�
NOTES.
1.0 RESTORE TROUT BUFFER. All trout buffer disturbance that may occur as
a result of installing the new Boulder Retaining Wall (Seawall) shall be
repaired. Trout Buffer Restoration shall be in accordance with the
NCDEQ—DLR Trout Buffer and Riparian Area planting requirements. All existing
structures to remain.
a arl� survey data shown
3.0 The bound
on this sheet was provided by MICHAEL A.
PFOUTZ Sr., PROFESSIONAL LAND SURVEYOR,
CAROLINA MOUNTAIN SURVEYING, Brevard, NC
This sheet shall not be considered a Land
S u rvey.
2.0 All other work that may be required, but not
shown herein, shall be designed by the Contractor.
By accepting this engineering document, the
Owner, Contractor and any others to whom it is
distributed, agree to a strict limitation of liability
for Terry E. Allen PE, T.E. ALLEN ENGINEERING,
P.C., and its employees to an amount not to
exceed $25,000.00 or one—half the total amount
of paid invoices, whichever is less.
OVERALL SITE PLAN — SHORELINE STABILIZATION
NOT TO SCALE
DO NOT SCALE DRAWINGS
2018 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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C-2
SHEET 2 OF 5

Property Owner of Record:
Trostin, Cyndi P Trustee
208 S LaSalle St Ste 1650
Chicaqo, IL 60604
FIP
NEW Boulder Retaining Wall (Seawall). 75 LF
Max. Height of Seawall varies. Field adjust
Wall Height to fit existing grade and contour
ccumulated Sediment to be removed
y Shovel & Bucket only. 25 CY
ax.
20x8" Bridge Over Creek. Bridge shall be
in accordance with Section R327 of the
2018 NC Residential Building Code, and
Chapter 36 of the 2018 NC Building Code.
Bridge shall clear—span over channel.
Bridge structure shall be elevated 2—Ft
above the BFE. All Bridge Structure shall
meet the flood resistant construction
requirements of the 2018 NC BuildingCode.
Lsta
MBER STRUCTURES.
wood pilin
e i Ings shall have
water immersion
treatment per NC Building Code.
All posts shall be driven or
auger embedded into the lake
bottom without concrete fill.
Embedment depth shall be
8—Ft min or as necessary to
develop the required skin
friction and point bearing
load—bearing structure above.
BOULDER RETAINING WALL (SEAWALL) & SEDIMENT REMOVAL PLAN
NOT TO SCALE
NOTES.
1.0 Property Owner may field adjust
length and alignment of Seawalls
segments for best fit. The total
ro
length of all Seawalls shall not
3 N E
exceed 235 LF.o
> V U
2.0 RESTORE TROUT BUFFER. All
o Z LO 'o
trout buffer disturbance that may
L o o N
3
occur as a result of installing the
—0-02--s
o
new Boulder Retaining Wall (Seawall)
r o
=
shall be repaired. Trout Buffer
W v F°— L a
Restoration shall be in accordance
o � t s
the
with NCDEO—DLR Trout Buffer
Wa7
a) L ro o Lo E
and Riparian Area planting
a 0 n J a' 0'
requirements. All existing structures
to remain.
3.0 All other work that may be
required, but not shown herein, shall
be designed by the Contractor. By
accepting this engineering
document, the Owner, Contractor
and any others to whom it is
distributed, agree to a strict
limitation of liability for Terry E.
Allen PE, T.E. ALLEN ENGINEERING,
P.C., and its employees to an
amount not to exceed $25,000.00
or one—half the total amount of
paid invoices, whichever is less.
4.0 The boundary and survey data
shown on this sheet was provided by
MICHAEL A. PFOUTZ Sr.,
PROFESSIONAL LAND SURVEYOR,
CAROLINA MOUNTAIN SURVEYING,
Brevard, NC. This sheet shall not be
considered a Land Survey.
5.0 See Boulder Retaining Wall
(Seawall) Detail and Notes on Sheets
C-4 & C-5 for additional
requirements.
PRELIMINARY — NOT
FOR CONSTRUCTION
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09-24-2018 1
C-3
DO NOT SCALE DRAWINGS © Copyright 2018 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide. SHEET 3 of 5

NEW BOULDER RETAINING WALL (SEAWALL)
EXTEND GEOTEXTILE FABRIC ANCHOR TIE—BACK
TO FRONT FACE OF BOULDER WALL.
BOULDER WALL TO TILT 5—DEGREES
OR MORE FROM HORIZONTAL. ---
v1 BOULDER e
BK
okko
BOULDER
Satisfactory & stable insitu earth—
with 3500 PSF bearing capacity or
18" Thick compacted stone
aggregate footer (NCDOT Type
ABC Stone), w/ Mirafi 50OX lining.
RETAIN EXPOSED FACE OF FILL WITH NON—WOVEN NEEDLE PUNCHED
GEOTEXT1LE FABRIC BETWEEN SOIL ANCHOR FABRIC
CHIMNEY DRAIN, 1—FT HORIZONTAL THICKNESS, WRAPPED IN NON—WOVEN
NEEDLE PUNCHED GEOTEXTILE FABRIC, SEE BOULDER WALL NOTE 12.
SELECT ENGINEERED FILL ABOVE NORMAL POOL ELEV., PLACED
IN 6—INCH THICK HORIZONTAL LIFTS AND COMPACTED TO 98%
OF THE MATERIALS MAX DRY DENSITY ___7
1
See Boulder Wall Note 3
See Boulder Wall Note 3
GEOTEX11LE FABRIC ANCHOR
Existing Undistu
Residuum
Boulder Wall Note
BLANKET DRAIN, BACKFILL BELOW NORMAL—
POOL ELEVATION W/ #54 CLEAN WASHED
STONE WRAPPED IN NON—WOVEN NEEDLE
PUNCHED GEOTEXTILE FABRIC, SEE BOULDER
WALL NOTE 13.
BOULDER RETAINING WALL (SEAWALL) DETAIL
NOT TO SCALE
Existing
Undisturbed
Residuum
SELECT ENGINEERED FILL
ABOVE NORMAL POOL
ELEV.
#57 CLEAN STONE FILL
BELOW NORMAL POOL
ELEV.
GEOTEXTILE FABRIC ANCHOR.
TYPICAL EACH BOULDER
COURSE. SEE BOULDER WALL
NOTE 6. TIE—BACK LENGTH
SHALL BE 3 X WALL HT.
NON—WOVEN NEEDLE PUNCHED
GEOTEXTILE FABRIC
PRELIMINARY — NOT
FOR CONSTRUCTION
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(2) 6" HDPE
PERFORATED DRAIN
PIPES, ROUTED TO
BOULDER
xa DAYLIGHT AND
SLOPED TO DRAIN.
5'
PROVIDE RODENT
SCREEN AT END.
I
1/4 BOULDER
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BOULDER
ER
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RIPRAP Toe Apron to
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Q provide compensatory
3 habitat. NCDOT Class
2 Riprap.
BOULDER
v1 BOULDER e
BK
okko
BOULDER
Satisfactory & stable insitu earth—
with 3500 PSF bearing capacity or
18" Thick compacted stone
aggregate footer (NCDOT Type
ABC Stone), w/ Mirafi 50OX lining.
RETAIN EXPOSED FACE OF FILL WITH NON—WOVEN NEEDLE PUNCHED
GEOTEXT1LE FABRIC BETWEEN SOIL ANCHOR FABRIC
CHIMNEY DRAIN, 1—FT HORIZONTAL THICKNESS, WRAPPED IN NON—WOVEN
NEEDLE PUNCHED GEOTEXTILE FABRIC, SEE BOULDER WALL NOTE 12.
SELECT ENGINEERED FILL ABOVE NORMAL POOL ELEV., PLACED
IN 6—INCH THICK HORIZONTAL LIFTS AND COMPACTED TO 98%
OF THE MATERIALS MAX DRY DENSITY ___7
1
See Boulder Wall Note 3
See Boulder Wall Note 3
GEOTEX11LE FABRIC ANCHOR
Existing Undistu
Residuum
Boulder Wall Note
BLANKET DRAIN, BACKFILL BELOW NORMAL—
POOL ELEVATION W/ #54 CLEAN WASHED
STONE WRAPPED IN NON—WOVEN NEEDLE
PUNCHED GEOTEXTILE FABRIC, SEE BOULDER
WALL NOTE 13.
BOULDER RETAINING WALL (SEAWALL) DETAIL
NOT TO SCALE
Existing
Undisturbed
Residuum
SELECT ENGINEERED FILL
ABOVE NORMAL POOL
ELEV.
#57 CLEAN STONE FILL
BELOW NORMAL POOL
ELEV.
GEOTEXTILE FABRIC ANCHOR.
TYPICAL EACH BOULDER
COURSE. SEE BOULDER WALL
NOTE 6. TIE—BACK LENGTH
SHALL BE 3 X WALL HT.
NON—WOVEN NEEDLE PUNCHED
GEOTEXTILE FABRIC
PRELIMINARY — NOT
FOR CONSTRUCTION
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DO NOT SCALE DRAWINGS C Copyright 2018 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide. C-4
9 SHEET 4 OF 5

BOULDER REARM MALL QSEAMALQ MOTES
BOULDER WALL NOTES:
1. These Notes apply to the Boulder Retaining
Wall (Seawall) shown in the Detail entitled
"BOULDER RETAINING WALL (SEAWALL)DETAIL". All
work shall be in accordance with the latest edition
of the NC State Residential Building Code and all
other applicable codes, ordinances and
requirements. See Detail on Sheet C-2 for
addition requirements.
2. Coordinate all work with the 401 /404 NWP
and Water Quality Permit(s). Verify all dimensions
prior to beginning work. Locate, verify and protect
all underground utilities.
3. Satisfactory material for fill or backfill behind
retaining walls and other structures shall be limited
to materials classified in ASTM D 2487 as SW, SP,
SM, SW—SM, SC, SW, SC, SP—SM, and SP—SC.
Satisfactory materials shall be placed in 6"
compacted lifts. Material shall be compacted to
98% of the maximum dry density. Classification of
backfill materials shall be determined in accordance
with ASTM D 2487 and the moisture—density
relations of soils shall be determined in accordance
with ASTM D 1557.
4. BOULDERS. Maintain minimum boulder wall
thickness of 1.5Ft. x 3Ft x 6Ft All boulders used
in retaining walls shall be sound durable granite
with a 1.5—ft minimum dimension. Provide chinking
stories to reduce gaps between boulders to less
than 1 inch. Securely stack boulders to ensure
that boulders have a positive angle of 5—degrees
or more with respect to the horizontal.
5. Assumptions:
a. Site is assumed to have stable geotechnical
conditions with no unsatisfactory soil types.
b. Retaining walls are assumed to have passenger
vehicle surcharge only.
c. Soil Bearing Capacity = 3500 psf
d. Down slope embankments and retaining walls
are assumed to be stable and have sufficient
capacity to support the surcharge of the up slope
retaining wall. Contractor shall investigate the
condition and stability of all existing down slope
embankments. Reinforce slopes and embankments
as necessary to support this retaining wall section.
6. GEOTEXTILE FABRIC SOIL ANCHORS. Geotextile
fabric for soil anchors shall be Miragrid 20XT
Geogrid. Geogrid shall be rolled out in horizontal
sheets and cut to lengths, with no field
connections. After rolling out, the geogrid shall be
tensioned by hand until it is taut and free of
wrinkles, and lying flat. Compacted fill shall be
placed over geogrid in 6" compacted lifts, see
Note 3 above.
LENGTH OF GEOTEXTILE ANCHOR = 3 X WALL HT.
7. WALL BATTER. Wall batter shall be 0.25H:1 V
or shallower.
8. HORIZONTAL BENCH. Maintain minimum 5 feet
wide horizontal bench at toe of wall before sloping.
9. EMBEDMENT DEPTH. Embed toe of wall a
minimum of 2—FT into undisturbed residuum.
10. FOUNDATION BEARING AREA. locate boulder
retaining wall foundation on undisturbed residuum
with a minimum bearing capacity of 3,500 PSF.
11. FINISH GRADE BEHIND WALL. Provide 3H:1 V
or shallower for a maximum 7 vertical feet and
horizontal thereafter.
12. CHIMNEY DRAIN. Provide No. 57 clean stone
wrapped in non—woven needle punched geotextile
fabric with a minimum thickens of 1—foot.
13. BLANKET DRAIN. Provide No. 57 clean stone
wrapped in non—woven needle punched geotextile
fabric with a minimum thickens of 1—foot above
normal pool elev. All backfill below normal pool
elevation shall be #57 stone.
14. FOUNDATION LEVELING PAD. Provide
18"x4'xContinuous reinforced concrete footer or
compacted aggregate stone for the boulders to
bear. Concrete Footer to be reinforced with 6 #6
longitudinal bars continuous and #6 transverse bars
at 24' o.c.. Concrete shall have a 28 day
compressive strength of 4000 psi and shall have 5
to 7% entrained air. Rebar shall be grade 60.
Do not allow fresh concrete to contact surface
waters.
15. All stormwater shall be
diverted around and away from
the boulder retaining wall. Do
not allow up slope
stormwater to enter the
chimney drains or blanket
drains.
16. This is a supplemental
retaining wall detail that is
intended to be used for the
Boulder Seawall Repair. The
location and alignment shall
match existing. By accepting
this engineering document,
the Owner, Contractor and
any others to whom it is
distributed, agree to a strict
limitation of liability for Terry
E. Allen PE, T.E. ALLEN
ENGINEERING, P.C., and its
employees to an amount not
to exceed $25,000.00 or
one—half the total amount of
paid invoices, whichever is
less.
17. ROCK PINNING. Where
shallow subgrade rock is
encountered, the bottom
course of all Boulders
Retaining Walls shall be pinned
to competent subgrade rock
with two (2) #8 epoxy coated
rebar per each bottom
boulder. Embedded rebar rock
pins 24" into sound subgrade
rock and secured in place with
5000 psi hydraulic cement.
PRELIMINARY — NOT
FOR CONSTRUCTION
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C Copyright 2018 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide. C-5
j (
DO NOT SCALE DRAWINGSg SHEET 5 O 5