20201531 Ver 1_401 Application_20201124

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
November 12, 2020
SUBJECT: Engineering Services for 401/404 Permitting to replace the existing Seawall
& Dock, and Construct New Boathouse Foundation at Goldman Residence, 1133 Cold
Mountain Road, (B E L038 North Shore Dr), Lake Toxaway, Transylvania County, NC
PIN:8523-00-6244-000
wO.—bcy►� T� -9-- 267-01.531
NC DWQ, 401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear DWQ:
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 replace the existing
Seawall & existing Dock, and construct a new 30'x30' Boathouse Foundation at
Goldman Residence, 1133 Cold Mountain Road, (B E L038 North Shore Dr), Lake
Toxaway Transylvania County, North Carolina. The work shall be in accordance with
attached Sheets C-1 through C-4. Lake Toxaway has a water quality classification of B;
Tr.
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, -�
Te y Allen PE, MSE
Consulting Engineer
RECEIVED
Enclosures 5 copies of 401/404 PCN Application Form
Check for application review fee NOV 2 4 2020
NCDEQ/DWR/NPDES

Copy Furnish w/ attachment:
401 PERMITTING
Kaylie Yankura
NCDEQ — Division of Water Resources
2090 U.S. Hwy. 70
Swannanoa, NC 28711
828 296 4685 office
828 2319634 mobile
[e-mail]
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
828-271-7980 x4232
[e-mail]

Contact Name*
Contact Email Address*
Project Owner*
Project Name *
Project County*
Owner Address-*
Is this a transportation project?*
Terry E. Allen
[e-mail]
Joshua N Goldman and Tania 1 Goldman
Replace existing seawall and construct new Boathouse Foundation
Transylvania
greet Address
1133 Cold Mountain Road
Addre3s Line t
Suite 4
Uly
Lake Toxaway
R xstal? Zp Code
28747
r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
I-` Individual Permit I— Modification
f Shoreline Stabilization
Does this project have an existing project ID#?
r Yes 6- No
Stave i Fiavir ice r (�x�icxl
NC
^,cK;rttrp
United States
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
Replace existing timber seawall with new natural boulder (or segmental
block) seawall, and construct new boathouse foundation.
Please give a couple of dates you are available for a meeting.
10/28/2020
Please attach the documentation you would like to have the meeting about.
t J
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature *
T F. ELM,
Submittal Date 10/20/2020

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 3 - Modification to Existing Seawall , 18 - New Boathouse Foundation
or General Permit (GP) number:
1c.
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:
DOCK, SEAWALL & NEW BOATHOUSE FOUNDATION at GOLDMAN RESIDENCE
2b.
County:
Transylvania
2c.
Nearest municipality / town:
Brevard
2d.
Subdivision name:
Lake Toxaway
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Joshua N Goldman and Tania I Goldman
3b.
Deed Book and Page No.
Date: 11 /2019 Book: 00899 Page: 0641
Plat Book: F19 Page: 334
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
1133 Cold Mountain Road
3e.
City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
727-430-4671
3g.
Fax no.:
3h.
Email address:
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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 13
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):
8523-00-6244-000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.141910 Longitude: - 82.94517
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
0.588 (from Transylvania County GIS) acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Lake Toxaway
2b.
Water Quality Classification of nearest receiving water:
B, Trout
2c.
River basin:
Savannah
Page 3 of 13
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 Toxaway which has a classification of B: Trout. The general land use is residential. There is an existing
seawall (Bulkhead) along the shoreline. A portion of the existing seawall will be removed as necessary to install the new
boathouse foundation.
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:
This Project is to replace the existing Dock and existing Seawall. Construct New 30'x30' Boathouse Foundation. The
New Seawall will be natural boulders and will replace the failing timber seawall. The New Dock will be 12'x24'
New work to be in accordance with Sheets C1 through C9.
The boathouse foundation work will be performed "IN THE DRY" using a coffer dam to create a dry work area.
Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with
the latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL. A minimum of
three (3) rows of temporary Silt Fence shall be provided to separate the work area from the dry Lake Bed. All temporary
Erosion Control Measures shall be removed prior to impoudment refill or at the conclusion of Boathouse Foundation work.
All Trout Buffer disturbance shall be repaired in accordance with the NCDEQ-DLR Trout Buffer and Riparian Area
planting requirements.
See attached Sheet C3 for location of work.
Page 4 of 13
PCN Form — Version 1.3 December 10, 2008 Version

3e.
Describe the overall project in detail, including the type of equipment to be used:
SEAWALL. The Seawall work shall be performed "IN THE DRY" using a coffer dam to create a dry work area. Three (3)
rows of Turbitidy Curtains shall be used in addition to the Coffer Dam. To comply with Water Quality requirements, the
work will be performed in the dry. 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 with a 100 to 1 micron
nominal rating (P.O.C. at Rain -for -Rent is Jeremy at 704-393-3345). 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.
Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with
the latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
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.
Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity
curtains shall be adjusted as necessary to insure compliance with Water Quality Standards. Furnish and install multiple
layers of turbidity curtains as necessary to insure regulatory compliance.
Permanent Fill (i.e., riprap toe protection) shall not exceed 25 cubic yards meeting the following requirements;
(a) The quantity of discharged material and the volume of area excavated do not exceed 25 cubic yards below the plane
of the ordinary high water mark or the high tide line;
(b) The discharge will not cause the loss of more than 1/10-acre of waters of the United States; and
(c) The discharge is not placed for the purpose of a stream diversion.
No disturbance within existing Vegetated Trout Buffer. Provide Turbidity Curtains around work area to maintian water
quality.
See attached Sheet C3 for location of work.
Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity
curtains shall be adjusted as necessary to insure compliance with Water Quality Standards.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑Yes No Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 5 of 13
PCN Form —Version 1.3 December 10, 2008 Version

S.
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.
TROUT BUFFER. All disturbance within the Trout Buffer shall be restored in accordance with the NCDEQ-DLR Trout
Buffer and Riparian Area planting requirements.
Page 6 of 13
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
W1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ 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
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 7 of 13
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
Temporary Coffer Dam for
01 ❑ P ®T
Lake Toxaway
Boathouse Foundation 112
Lake
0.02 Acres
Linear Ft (+/-)
Temporary Turbidity Curtain to
02 ❑ P ®T
Lake Toxaway
Repair Seawall, 112 Linear Ft (+/-
Lake
0.02 Acres
Permanent Riprap Toe Protection
03 ®P ❑ T
Lake Toxaway
(112 Linear Ft x 3 Ft horizontal
Lake
0.02 Acres
projection)
04 ®P ❑ T
Lake Toxaway
Permanent Boathouse
Foundation
Lake
0.04 Acres
4f. Total open water impacts
0.10 Acres
4g. Comments: The work may be performed while the lake is at normal pool elevation, or during the upcoming Lake Draw -
down.
1.0 Work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed work area. Three (3)
rows of Turbidity Curtains shall be installed in addition to the Coffer Dam. The dewatering discharge will be filtered to DWQ
Water Quality Standards prior to release. Turbidity Curtains to remain in place untll work is complete and the turbidity in the
work area is less than 10 NTUs above background.
2.0 Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with the
latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5L 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 8 of 13
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 ❑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
re uired?
131 ®P❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
❑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.
The work will be performed while the lake is at normal pool elevation.
1.0 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.
2.0 Work will be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed work area. Three (3)
rows of Turbidity Curtains shall be installed in addition to the Coffer Dam. The dewatering discharge will be filtered to DWQ
Water Quality Standards prior to release. Turbidity Curtains to remain in place until work is complete and the turbidity in the
work area is less than 10 NTUs above background.
3.0 Where the work is performed during the upcoming Lake draw -down, temporary Silt Fence and Stone Check Dams shall
be used for erosion control around the work area. All temporary Erosion Control Measures shall be in accordance with the
latest edition of the NC EROSION and SEDIMENT CONTROL PLANNING and DESIGN MANUAL.
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.
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 9 of 13
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:
5. 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: Should project exceed 10% or 100' in 1000', a trout buffer waiver will be sought from NCDENR - Div of Land
Resources
Page 10 of 13
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
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
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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
El Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 11 of 13
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
El 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 12 of 13
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
[I Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑Yes No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
❑ 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?
Joshua N Goldman
IZZjZo2�
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agern' signature is valid only if an authorization letter from the applicant
isprovided.)
Page 13 of 13
PCN Form —Version 1.3 December 10, 2008 Version

NEW o OAUNOUSE o SEAWALL �MPR SEMENUS a� GOLDMAN REMENCE
1133 Cold Mountain Road, Lake Toxaway, NC
1.0 This Project is to replace the existing Dock & Seawall,
and to construct a New Boathouse Fouindation. The New
Seawall will be natural boulders. All structures shall comply
with the latest edition of the Lake Toxaway Community
Association Architectural Review Standards. 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 Residential Building Code, OSHA Safety and Health
Requirements, US Army Corps of Engineers 404 permit
requirements, NCDENR 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 The Contractor shall exercise care to preserve the natural
landscape and waterways and shall conduct the work so as to
prevent any unnecessary destruction, scaring, or defacing of
the natural surroundings in the vicinity of the work. All
unnecessary destruction, scarring, damage or defacing of the
natural landscape shall be corrected at the contractor's
expense.
6.0 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.
7.0 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.
8.0 Runoff and discharge shall be monitored to insure that no
sediment is discharged to the downstream watercourse.
9.0 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.
10.0 All other work that may be
© Copyright 2020 Terry
required, but not shown herein, shall be
Allen PE, T.E. ALLEN
designed by the Contractor. By
ENGINEERING PC, Terry
accepting this engineering document, you
E. Allen Engineer. All
and any others to whom the Engineer's
Rights Reserved
plans, reports, and work products are
Worldwide.
distributed, agree to a strict limitation
of liability for Terry E. Allen PE, TERRY
E. ALLEN ENGINEER, T.E. ALLEN
ENGINEERING, P.C., and its employees to
an amount not to exceed $25,000.00 or
PRELIMINARY — NOT
one—half the total amount of paid
FOR CONSTRUCTION
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GENERAL NOTES AND SPECIFICATIONS.
1.0 All work shall be in accordance with the latest edition of
the North Carolina Building Code, ACI 301 — Specifications for
Structural Concrete for Buildings, ACI 318 & 318R — Building
Code Requirements for Structural Concrete, ACI 548.1R Guide
for Use of Polymers in Concrete, ACI 546R Concrete Repair
Guide, AISC Steel Construction Manual, OSHA Safety and
Health requirements, and all other applicable codes,
ordinances, and regulations.
2.0 Contractor shall field verify all dimensions and elevations
prior to beginning work or ordering materials. Do not perform
any work or disturbance within any set —back, easement,
right—of—way, floodway or flood fringe. Contractor shall
obtain all required permits prior to beginning work.
3.0 Contractor shall verify and establish all Finish Floor
Elevations (FFE) prior to beginning work. Do not locate any
part of the structure within any set —back, easement,
right—of—way, floodway or flood fringe, NCDENR regulated
set —back, trout stream buffer zone (or other buffer zone or
set back). Contractor shall obtain all required permits prior to
beginning work. Contractor shall locate all property
boundaries prior to beginning work. Contractor shall locate,
flag and protect all underground utilities prior to beginning
work.
4.0 Design criteria and assumptions:
Design Method = ASCE-7, Minimum Design Loads for Buildings
and other Structures
Soil Bearing Capacity = 2000 psf, assumed
Floor Live Load = 40 psf
Floor Dead Load = 15 psf
5.0 FOOTINGS. The bottom of footings shall be located
below the frost line. Footings shall be stepped where it is
necessary to change the elevation of the top surface of the
footings or where the slope of the bottom surface of the
footings will exceed 0.1 unit vertical in ten units horizontal
(1% slope). All individual pier footings shall be restrained
from sliding with anti —slide keys, helical piers, etc).
6.0 CONCRETE. Concrete shall have a minimum compressive
strength of 4000 psi at 28 days and shall have 5 to 7%
entrained air. Do not allow fresh concrete to contact Lake
Waters.
7.0 REINFORCING STEEL. All reinforcing steel and anchor
dowels shall conform to ASTM A 615, Grade 60 and shall
have standard deformations. All footer reinforcing bars shall
have a minimum of 3" of concrete cover. All rebar lap
splices shall be 60 bar diameters unless otherwise noted. All
footer steel shall be bonded and grounded per the NEC.
6.0 WOOD FRAMING. All wood framing materials shall be #1
Southern Yellow Pine or better and shall be pressure treated.
All floor joists shall be attached to the girders and beams
with galvanized joist hangers.Provide triple (3) floor joists
beneath all parallel partition walls and beneath all bathroom
tubs.
8.0 STRUCTURAL STEEL: All steel shapes shall conform to
ASTM A-992-50. All steel plates & rods shall conform to
ASTM A36. All steel members except bolts shall receive one
shop coat of inhibitive primer and two field coats of paint,
color specified by Owner.
9.0 BOLTS: High strength bolts and their installation shall
conform to ASTM Specification A-325. Tightening of these
bolts is recommended by the turn —of —the —nut method per
AISC Specifications for Structural Joints.
10.0 MULTI —PLY WOOD BEAMS. All individual plys of multi —ply
beams must be fully adhered to insure uniform transfer of
load. Connect plys together with 5/8" dia galv bolts at 12"
o.c. staggered pattern. Do not locate bolts closer than
2-1/2" to the top or bottom edge of beam.
11.0 At the Owner's option, the work
may be performed at normal pool
elevation using Coffer Dam(s) to
create a dry work area; or the work
may be performed during the up
coming lake draw down period which
will create a dry work space for the
construction area. Provide all required
erosion control features prevent
sediment form entering surface waters
or increase turbidity. When the work
is performed during the lake draw
down, the minimum erosion control
feathers shall include; three (3) rows
of silt fence, stone check dams,
temporary stone construction entrance,
sediment traps, hay bails, etc. All
temporary erosion control measures
shall be removed prior to lake refill.
C Copyright 2019 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
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PRELIMINARY — NOT II C-2
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SHEET 2 OF 5

SEA WALL. Replace existing Timber Seawall with NEW Natural
Boulder Seawall, 111.5 FT (+/—). SEE SHEET C-4. New Boulder
Wall shall be located in the same footprint as the Timber Wall.
The Front Face of the NEW Boulder Wall shall match the location
& alignment of the Front Face of the existing Timber Wall. The
NEW Boulder Wall shall not extend into the Lake beyond the P/L.
DOCK. All framing to be Fresh Water
Immersion Pressure Treatment
PL
KAYAK DOCK. Lower Dock FFE to
0.1—FT above Normal Pool Elev foi
Kayak launch & recovery_, __ "�
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50—FT Set —Back
to Septic System.
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Corner of Footer located at 15—FT
from P/L. To be located by Land
Surveyor prior to construction.
NEW BOATHOUSE FOUNDATION.
See Note 3.0 this Sheet and
Sheets C—X.
1 PARTIAL SITE PLAN for DOCK & SEAWALL
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4.0 The Base Layer
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Survey data shown
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herein was p
provided by
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overhang and footer projections,
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topography information.
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ENGINEERING PC, Terry
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3.0 Contractor's Land Surveyor
Worldwide.
shall field locate the existing
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on —site septic system. Adjust
NOW
I- Dd.:
the Boathouse Dimension as
necessary to ensure the 50—Ft
"-0'-2=
C-3
Septic set —back is maintained. PRELIMINARY — NOT
FOR CONSTRUCTION
SI ILL
T' 3 OF 9

1. All work shall be in accordance with the latest
edition of the NC State Residential Building Code
Section R327 and all other applicable codes,
ordinances and requirements.
2. The Detail & Specifications shown herein are
for a Natural Boulder Retaining Wall.
3. Satisfactory material for fill or backfill behind
retaining walls and other structures shall be limited
to materials classified in ASTM D 2487 as GW, GP,
GM, GP —GM, GC, GP —GC, SW, SP, SM, SW—SM, SC,
SW, SC, SP—SM, SP—SC, CL, ML and CL—ML.
Satisfactory materials shall be placed in 6"
compacted lifts. Material shall be compacted to
95% 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.
RIPRAP Toe Apron to
provide compensatory.
habitat. NCDOT Class
2 Riprop.
STONE FOUNDATION PAD. Provide-
3'x16"xContinuous stone foundation
pad consisting of #57 clean stone
wrapped in Mirafi 50OX geotextile
fabric or equal.
4. BOULDERS. Boulders shall be sound natural
granite. Maintain minimum boulder wall thickness
of 2—ft. All boulders used in retaining walls shall
be sound durable granite. Provide chinking stones
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. WALL BATTER. Wall batter shall be 0.25H:1V
or shallower.
6. HORIZONTAL SCOUR SHOULDER. Maintain
minimum 3 feet wide horizontal shoulder at toe of
wall to prevent scour and undercut.
7. EMBEDMENT DEPTH. Embed toe of wall a
minimum of 1—FT into undisturbed residuum.
8. FOUNDATION BEARING AREA. locate boulder
retaining wall foundation on undisturbed residuum
with a minimum bearing capacity of 2,000 PSF.
Retaining
Wall
See Note 2
3N•
9. FINISH GRADE BEHIND WALL. Provide
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12. BLANKET DRAIN. Provide No. 57 clean
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13. STONE FOUNDATION PAD. Provide
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3'x16"xContinuous stone foundation pad
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consisting of #57 clean stone wrapped in
CL
Mirafi 50OX geotextile fabric or equal.
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14. This is a Conceptual Retaining Wall Detail.
F
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The location, alignment, and up slope
embankments & retaining walls were designed
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by others. By accepting this Plan, you and
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any others to whom it is distributed, agree to
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a strict limitation of liability for Terry E. Allen
PE, T.E. ALLEN ENGINEERING, P.C., and its
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Non —woven needle punched geotextile fabric.
Chimney Drain Behind Wall. Provide No. 57
clean stone wrapped in non —woven needle
punched geotextile fabric with a minimum
thickens of 1—foot.
Mirafi 50OX geotextile
fabric or equal. C Copyright 2019 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
Existing Undisturbed Residuum with minimum E. Allen Engineer. All
bearing capacity of 2000 PSF. Do not bear Rights Reserved
retaining wall on unsatisfactory of unstable Worldwide.
material.
THIS DETAIL SHALL NOT BE USED
FOR BOULDER SITE RETAINING WALLS. BOULDER SEAWALL DETAIL
C-4 Not to Scale
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SHLLT 4 OF 5

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BACKFILL SIDE OF WALL
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NEW BOATHOUSE & SEAWALL
IMPROVEMENTS
T.E. ALLEN ENGINEERING, PC
Prepared for:
Dr. & Mrs. Josh Goldman
958 Bayshore Dr.
Tarpon Springs, FL 34689
FIRM / C-1997
PO BOX 103
b
Goldman Residence
I
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1133 Cold Mountain Road, Lake Toxaway
ROSMAN, NORTH CAROLINA 28772
727-430-4671
Transylvania County, NC
(828)
[e-mail]
MOBILE [phone]
PIN: 8523-00-6244-000
email : teallenengOcomporium.net

SPECIAL NOTE 1.
ADDITIONAL
STRUCTURE
REQUIRED TO
SUPPORT BOAT LIF
AND BOAT. ALL
ADDITIONAL
STRUCTURE TO BE
DESIGNED BY THE
BOAT LIFT
MANUFACTURER.
New Dock in
accordance with
SECTION R327 of
2018 NC Residential
Code, and LTCA
Architectural Review
Standards.
PT JST ® 16" O.C.
BOAT SUPPORT BEAMS; Two (2) W14x43 Steel Beams spaced to
accommodate Boat Lift. Max Dry Wt of Boat not to exceed 6,000 LBS.
Do not support Boat(s) or Boat Lift from Floor Joists.
2x12 PT ripped at Structural roof
diagonal and attached decking & sleeper
to top of each Joist.
Waterproof Membrane
with 30—Year Warranty
Floor Joists; 5.25"x14'1_ Level 1 Wolmariized Parallam W
'2x12 PT Blocking
between Joists at
L4x4xj" x 4"—Long
4—Ft on center.
Galy Steel Clip
Angle with J" Galy
3
Floor Joists; 5.25"x14" Level 1
Bolt each leg.
z
Wolmanized Parallam (Pressure
Typical each end of
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Treated) at 16" on center.
each Joist.
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OPTIONAL ROOF / SUN —DECK
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24" (+/—) Freeboard
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Normal Pool Elev.
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3010 + —
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CONCRETE FOOTERII
SEE DETAIL &
SPECIFICATIONS ON
SHEETS C-7, C-8,
C-9 & C-10.
Foundation undercut
may be required if
unsatisfactory or
unstable material is
encountered. See
requirements of Sheet
1 BOATHOUSE FOUNDATION WALL SECTION
C-6 Not to Scale
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Provide Handrails &
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Guardrails per Code
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(2) 1.75"x24" PT
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pipe at 8—Ft on
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Provide Foundation
Waterproofing forCL
below —grade portion
of FND Wall.
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Backfill Foundation
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Allen PE, T.E. ALLEN
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ENGINEERING PC, Terry
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Rights Reserved
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Worldwide.
DO NOT SCALE DRAWING
I 11-01-2MO 1
PRELIMINARY — NOT II C_6
FOR CONSTRUCTION Jl
SHLL 16 OF 9

#4 Bars @ —
12" 0. C.
each way,
compression
face steel
010
SITE ------
RETAINING
WALL BEHIND
THE BOAT
DOCK TO
HAVE STONE
VENEER. SEE
SHEETS C-3
& C-4.
L
© Copyright 2017 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
2" CL
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REINFORCED CONCRETE FOUNDATION RETAINING WALL
2" CL
Vertical Wall Reinforcing, Tension Face, See Table W1
Horizontal Wall Reinforcing, Tension Face, See Table W1
Backfill wall w/ #57 clean washed stone. Stone fill to extend to
within 2—ft of grade. Top 2—ft of fill to be satisfactory top soil.
Provide Non —woven needle —punched geotextile fabric between stone
and soil backfill.
Vertical Dowel Bar, size and spacing to match Tension Face Vertical
Wall Bar, See Table W1. Lap Splice to be 60 bar diameters.
4" Dia HDPE perforated drain pipe, routed to daylight.
2" Dia Sch 40 PVC thru—wall drain pipe @ 5—ft on center. Cover
fill side of pipe with galvanized hardware cloth to prevent loss of
stone fill thru pipe.
CONCRETE FOOTER
/-All footers shall bear on satisfactory &stable
insitu material having a minimum bearing
A C
capacity of 2000 PSF
I I
Anti —Slide Key required where footer bears on
1, r� soil. #5 Vertical Keyway Dowel Bar @ 12" O.C.
& #5 bottom bar continuous. Anti —Slide keyway
B may be omitted where footer is pinned to rock.
CONCRETE RETAINING WALL — MULLETT RESIDENCE
Not to Scale
PRELIMINARY — NOT
FOR CONSTRUCTION
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C-7
SHLLT 7 OF 9

N DOVES o SPEUHCAU NS �w CONCREUE REUAJHJHD MALL
M GOLDMAH INENDDC E
1. All work shall be in accordance with the 2018 edition 5. REINFORCING STEEL
of the North Carolina State Residential Building Code, ACI
301 — Specifications for Structural Concrete for Buildings, 5.1 Reinforcing steel shall conform to ASTM A615, grade
ACI 318 — Building Code Requirements for Structural 60 (fy=60,000 psi) and shall have standard deformations.
Concrete, AC1 306 — Cold Weather Concreting and all All lap splices shall be 60 bar diameters unless otherwise
other applicable codes, ordinances, and regulations. noted.
2. Assumptions:
Weight of assumed backfill = 115 pcf
Soil Bearing Capacity = 2000 psf
3. EXCAVATION, FILL AND BACKFILL FOR Retaining Walls
— Only satisfactory material shall be used for fill or
backfill behind retaining wall. Satisfactory material for fill
or backfill supporting building foundations and/or slabs
shall be limited to materials classified in ASTM D 2487 as
GW, GP, GP —GM, GW—GM, GC, GP —GC, SW, SP, SM,
SW—SM, SC, SW —SC, SP—SM, or SP—SC.
4.0 CAST —IN —PLACE CONCRETE — Concrete shall have a
28 day compressive strength of 4000 psi and shall have
5 to 7% entrained air. No water shall be added to fresh
concrete on site. A super —plasticizer add mixture,
specified by the concrete mix designer, may be added on
site to increase slump; directions shall be printed on
each trip ticket. All trip tickets shall be maintained by
the Contractor as part of the project record. NO WATER
SHALL BE ADDED TO THE FRESH CONCRETE ON SITE.
4.1 COLD WEATHER CONCRETE REQUIREMENTS — See ACI
306.
4.1.1 Adequate equipment shall be provided for heating
concrete materials and protecting concrete during freezing
or near —freezing weather.
4.1.2 All concrete materials and all reinforcement, forms,
fillers, and ground with which the concrete is to come
into contact shall be free from frost.
4.1.3 Frozen materials or materials containing ice shall
not be used.
4.1.4 The ambient temperature shall be 40 degrees F
and rising before concrete beginning concrete placement.
5.2 All reinforcing steel shall be accurately and securely
tied and anchored in place to prevent dislocation during
the placement operation.
5.3 Provide corner bars, 48 bar diameters x 48 bar
diameters, at each continuous footing and foundation wall
corner.
5.4 Provide 2" clearance for all wall steel. All footer
reinforcing bars shall have a minimum of 3" of concrete
cover.
5.5 Size & spacing of Vertical Hook Dowels shall match
the Vertical Wall Steel.
6.0 CONTROL JOINTS — Provide control joists in retaining
wall at intervals not exceeding 20 feet.
7.0. STEEL HARDWARE — Steel connectors on exterior
applications shall be hot dipped galvanized or stainless
steel. Steel connectors on interior applications shall be
primed or power coated.
8.0 FOOTERS — All footers shall bear on satisfactory
insitu material. No portions of the foundation shall bear
of fill dirt or fill soil. Contractor shall verify that the site
has stable geotechnical conditions. Top of footings shall
be located below the frost line. Footings shall be
stepped where it is necessary to change the elevation of
the top surface of the footings or where the slope of the
bottom surface of the footings will exceed 0.1 unit
vertical in ten units horizontal (1% slope).
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© Copyright 2020 Terry Allen PE, T.E.
ALLEN ENGINEERING PC, Terry E. Allen PRELIMINARY — NOT C-9
Engineer. All Rights Reserved Worldwide. FOR CONSTRUCTION s�1EF 9OF9