20190565 Ver 1_401 Application_20190426

. M
T.E. ALLEN ENGINEERING, P PAID
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
20190565
April 15, 2019
SUBJECT: PCN Application for New Boathouse Foundation at Patrick R McCarter &
Amy R McCarter Residence, 282 Windward Point, Lake Toxaway, Transylvania County,
North Carolina, PIN: 8522-44-7165-000
C
NC DWQ, 401/Wetlands Unit �� 1
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 address the removal of
the existing seawall as necessary to install a new Boathouse Foundation at Patrick R
McCarter & Amy R McCarter Residence, 282 Windward Point, Lake Toxaway,
Transylvania County, North Carolina. Please note that the Boathouse is oriented such
that the boat entry door is perpendicular to the shoreline (i.e., the Boathouse is rotated
90 -degrees from a front opening boathouse). This orientation was necessary due to the
on-site septic setback. The work shall be in accordance with attached Sheets C-1 through
C-5. 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,
Terry E. Allen, PE, MSE
Consulting Engineer
Enclosures 5 copies of 401/404 PCN Application Form
Check for application review fee

'o
a
Copy Furnish w/ attachment:
401 PERMITTING
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
r

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form —Version 1.3 December 10, 2008 Version
Pre -Construction Notification PC Form
A. Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps: I
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 - New Boathouse 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 BOATHOUSE at McCARTER 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:
Patrick R McCarter & Amy R McCarter Trustees
3b.
Deed Book and Page No.
Date: 09/2017 Book: 00816 Page: 0493
Plat Book: 15 Page: 207
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
B F L043 WINDWOOD PT .62 (282 Windward Point)
3e. City, state, zip:
Lake Toxaway, NC 28747
3f.
Telephone no.:
828-606-7931, Bob Dylewski - Bronco Construction Inc
3g.
Fax no.:
3h.
Email address:
Page 1 of 12
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 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):
8522-44-7165-000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.12673 Longitude: - 82.93113
(DD.DDDDDD) (-DD.DDDDDD)
1c.
Property size:
1.00 LT (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:
I Savannah
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

& 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.
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:
Construct new 16'x24' Boathouse Foundation & Retaining Wall Structure meeting side yard setback rules.. All work to be
in accordance with the engineered plans.
The boathouse foundation work will be performed "IN THE DRY" using a coffer dam to create a dry work area.
Minimual disturbance within existing Vegetated Trout Buffer.
See attached drawings.
3e. Describe the overall project in detail, including the type of equipment to be used:
BOATHOUSE FOUNDATION. The Boathouse Foundation will be precast concrete segmental block equal to Toxaway
block. To ensure compliance with Water Quality requirements, the work shall be performed "IN THE DRY" using a coffer
dam to create a dry work area. In addition to the coffer dam, a minimum of two (2) turbidity curtains shall be used around
the outside (wet side) of the coffer dam. The work area isolated by the coffer dam may 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 dewatering flow from the flirtation bag shall be
discharged in front of (on the work side of) the two (2) turbidity curtains for additional filtration. 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 work 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.
TURBIDITY CURTAINS. In addition to the Coffer Dam, a minimum of two (2) rows of Turbidity Curtains shall be installed
and maintained around the work area.
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.
Minimal disturbance within existing Vegetated Trout Buffer.
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.
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?
❑ preliminary ❑ 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
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ 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
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 6 of 12
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 100
Lake
0.04 Acres
Linear Ft (+/-)
Temporary Turbidity Curtain to
02 ❑ P ®T
Lake Toxaway
Repair Seawall, 100 Linear Ft (+/-
Lake
0.04 Acres
Permanent Boathouse
03 ®P ❑ T
Lake Toxaway
Foundation (88 Linear Ft x 3 Ft
Lake
0.02 Acres
horizontal projection)
04 ❑P❑T
4f. Total open water impacts
0.10 Acres
4g. Comments: The work will be performed while the lake is at normal pool elevation.
1.0 NEW BOATHOUSE FOUNDATION. New presast concrete- block foundation to support new boathouse structure.
2.0 Boathouse foundation 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. Two (2) rows of
Turbidity Curtains will also be used.
5. 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 7 of 12
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.
B1 ®P❑T
El 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
1a. 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 Boathouse foundation 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 Turbidity Curtains will also be used to isolate the work area from Lake waters. Turbidity curtains to remain in place until
work is complete and the turbidity in the work area is less than 10 NTUs above background. Turbidity curtains shall be used
outboard of the coffer dam to isolate the work area. Turbidity curtains to remain in place until work is complete and the
turbidity in the work area is less than 10 NTUs above background.
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
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 1 00'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
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
E-1 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 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
El 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
❑ ® No
habitat?
Yes
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ ®
impacts?
Yes No
E] 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
'designation
Yes No
status (e.g., National Historic Trustor 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?
l
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?
Patrick R McCarter &
Amy R McCarter Trustees
�
Zat:
Applicant/Agent's Ignature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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RR EMOV o REPLACE o OG° MOUSE and SEA ALL W MMC AR7ER REMBENCE
282 Windward Point, Lake Toxaway, NC
1.0 This Project is to remove and replace the existing
boathouse and the existing seawall. The Architectural and
Structural features of the new Boathouse above the
top—of—Toxaway Block foundation shall be designed by others
Comply with the latest edition of the Lake Toxaway
Community Association Architectural Review Standards.
2.0 CONDITIONS FOR USE OF THIS PLAN. These conditions
apply to all sheets and all engineering provided herein. By
accepting this Plan, you and any others to whom it is
distributed, agree to the following conditions;
2.1 As a result of this design, a number of observations
have been made and recommendations provided, including
plan(s), details and specifications. It should be noted that
the plon(s), detail and specifications provided herein are
based on information provided as of this writing. It is
conceivable that additional information may be forthcoming
which bears on these details and specifications. The right
is reserved, therefore, to review and modify all observations,
conclusions, details and specifications at any future point in
time should, in fact,- additional information become available.
2.2 Limitation of Liability. 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
ENGINEER, 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.
2.3 Indemnification. The Owner and the Contractor shall
indemnify and hold harmless T.E. Allen Engineering, PC
(hereinafter the `Engineer), and its officers, agents,
employees and assigns, to the fullest extent permitted by
law, for any loss, cost expenses or damages incurred by the
Engineer as a result of the Owner's and/or Contractor's
breach of this Agreement or for any act or omission caused
solely by the negligence of the Owner and/or Contractor, its
employees and its other consultants and subcontractors.
This requirement to indemnify and hold harmless shall
include compensation for the Engineer's reasonable
attorney's fees.
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, NCDEQ Division of Water Quality 401 permit
requirements, NC Sedimentation Pollution Control Act, Lake
Toxaway Community Assoc requirements, 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 TURBIDITY CONTROL. The Contractor shall not violate
water quality stream standards during the performance of this
work. The Turbidity Level in the lake waters shall not exceed
10 NTUs above background levels at any time during
performance of this work pursuant to 15A NCAC 026.0211
(3)(k). The Contractor shall employ any and all methods
necessary to prevent a violation of the Turbidity Standards.
As a minimum, the following turbidity control measures shall
be employed. These methods shall be modified and improved
as necessary to prevent violation of water quality standards;
4.1 To ensure compliance with Water Quality requirements,
the work shall be performed "IN THE DRY" using a coffer dam
to create a dry work area. In addition to the coffer dam, a
minimum of two (2) turbidity curtains shall be used around
the outside (wet side) of the coffer dam. The work area
isolated by the coffer dam may 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 dewatering flow from the flirtation bag
shall be discharged in front of (on the work side of) the two
(2) turbidity curtains for additional filtration. 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 work 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.
Copyright 2019 T.E. ALLEN ENGINEERING PC. All Rights Reserved Worldwide.
PRELIMINARY — NOT
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C-1
SHEET I OF 5

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 548AR 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. Contractor shall obtain all
required permits prior to beginning work
2.0 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.
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, NCDEQ 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 rebor lap
splices shall be 60 bar diameters unless otherwise noted. All
footer steel shall be bonded and grounded per the NEC.
8.0 TROUT BUFFER REQUIREMENTS. Where the "on shore"
work is within 25—ft of the top—of—bank, and exceeds 10% of
the shoreline frontage, the Contractor shall obtain a Trout
Buffer Variance from the NCDEQ—DLR Asheville Regional Office
(P.O.C. Stan Akin, 828-296-4500).,
15A NCAC 04B .0125 BUFFER ZONE REQUIREMENTS.
(a) Unless otherwise provided, the width of a buffer zone is
measured from the edge of the water to the nearest edge of
the disturbed area, with the 25 percent of the strip nearer
the land—disturbing activity containing natural or artificial
means of confining visible siltation.
(b) The 25 foot minimum width for an undisturbed buffer
zone adjacent to designated trout waters shall be measured
horizontally from the top of the bank.
(c) Where a temporary and minimal disturbance is permitted
as an exception by G.S. 113A-57(1), land—disturbing activities
ih the buffer zone adjacent to designated trout waters shall
be limited to a maximum of ten .percent of the total length
of the buffer zone within the tract to be distributed such
that there is not more than 100 linear feet of disturbance in
each 1000 linear feet of buffer zone. Larger areas may be
disturbed with the written- approval of the Director.
(d) No land—disturbing activity shall be undertaken within a
buffer zone adjacent to designated trout waters that will
cause adverse temperature fluctuations, as set forth in 15A
NCAC 2B .0211 "Fresh Surface Water Classification and
Standards", in these waters.
PROPERTY OWNER OF RECORD:
Patrick R McCarter &
Amy R McCarter Trustees
2275 Amherst St.
Palo Alto, CA 94306
© Copyright 2019 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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C-2
SHEET 2 OF 5

TOXAWAY BLOCK, precast concrete
segmental block, 24"W x 18"H x L
8'—On
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Block Foundation
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Furnish and install #8 epoxy coated
vertical dowel bar w/ 16' top hook,
continuous through all segmental
blocks cells. All cells in segmental
blocks to be grouted solid w/ 4000
psi hydraulic cementious grout
suitable for underwater application.
See Detail on Sheet C-5.
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BOATHOUSE FOUNDATION - ODD NUMBERED COURSES
Not to Scale
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 ENGINEER, 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.
© Copyright 2019 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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04-01-2019 1
C-3
SHEET 3 OF 5

"Toxaway Block"
Concrete Segmental
Block Foundation
Wall. See Detail
on Sheet C-5. r
TOXAWAY BLOCK, precast concrete
segmental block, 24"W x 18"H x L
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Furnish and install #8 epoxy coated
vertical dowel bar w/ 16" top hook,
continuous through all segmental
blocks cells. All cells in segmental
blocks to be grouted solid w/ 4000
psi hydraulic cementious grout
suitable for underwater application.
See Detail on Sheet C-5.
J2'2' I_-
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G
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B�HOUSE FOUNDATION - EVEN NUMBERED COURSES
C-4 Not to Scale
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 ENGINEER, 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 poi(
invoices, whichever is
less.
© Copyright 2019 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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04-01-7019
C-4
SHEET 4 OF 5

Furnish and install #8 epoxy coated vertical
dowel bar w/ 16" top hook, continuous
through all segmental blocks cells. All cells
in segmental blocks to be grouted solid w/
4000 psi hydraulic cementious grout All structure abo
suitable for underwater application. Toxaway Blo
Foundation to
Reinforced Concrete Foundation designed by other
Wall, designed by others. See Architectural Plan
structural Drawings Structural Plans d
by others.
Reinforced Concrete Grade Beam
12'-0"
all around, designed by others. I Clear Insid
See Structural Drawings.
See Note 1.
Backfill w/ #57 clean.
washed stone.
Provide non–woven needle \
punched geotextile fabric —
between stone and earth.
18" Min—f-r
18" Min. Increase depth /
as required to insure L
foundation bears on
satisfactory insitu material
having a minimum
bearing capacity of 2,000
PSF Minimum bridging
depth 10–FT.
NOTES.
1
6'-0"
Cover subgrade and
wrap footer stone
with Mirafi 50OX
geotextile fabric
1.0 Furnish and install riprap toe apron
for habitat. Riprap apron shall be installed
at 2H:1 V and shall be equal to NCDOT
Class 2.
DO NOT SCALE DRAWINGS
Furnish and install #8 epoxy coated "vertical
dowel bar w/ 16" top hook, continuous
through all segmental blocks cells. All cells
in segmental blocks to be grouted solid w/
ve the 4000 psi hydraulic cementious grout
ck suitable for underwater application.
be
s. See
s and
esigned Reinforced Concrete Grade Beam
all around, designed by others.
See Retaining Wall
e
Water Level
"Toxaway-
Block"
Concrete
Segmental
Block
Foundation
Wall.
�-- 6'-0"
Cover subgrade and -A
wrap footer stone
with Mirafi 50OX
geotextile fabric —
1 BOATHOUSE FOUNDATION SECTION
C-5 Not to Scale
w/ #57 clean
stone.
non–woven needle
geotextile fabric
stone and earth.
1b Min. Increase depth
as required to insure
foundation bears on
satisfactory insitu material
having a minimum
bearing capacity of 2,000
PSF Minimum bridging
depth 10–FT.
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 ENGINEER, Teri
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.
© Copyright 2019 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY – NOT
FOR CONSTRUCTION
ad E
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CO
Provide
punched
between
118"
Min
Cover subgrade and -A
wrap footer stone
with Mirafi 50OX
geotextile fabric —
1 BOATHOUSE FOUNDATION SECTION
C-5 Not to Scale
w/ #57 clean
stone.
non–woven needle
geotextile fabric
stone and earth.
1b Min. Increase depth
as required to insure
foundation bears on
satisfactory insitu material
having a minimum
bearing capacity of 2,000
PSF Minimum bridging
depth 10–FT.
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 ENGINEER, Teri
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.
© Copyright 2019 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY – NOT
FOR CONSTRUCTION
ad E
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rn 1
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1 04-01-2019 1
C-5
SHEET 5 OF 5