20202032 Ver 1_401 Application_20210130

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20202032
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Kaylie Yankura:eads\kyankura
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
Stream or Buffer Appeal
Pre -Filing Meeting Information
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not
be able to accept your application without this important first step. The Pre -Filing Meeting Request Form is used in
accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project
proponent shall request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section
121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -filing meeting request was
submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here to read
more information on when this form is needed prior to application submission or here to view the form.
Attach documentation of Pre -Filing Meeting Request here:
DWR Pre -Filing Meeting Request Form Acknowledgement.pdf 147.08KB
Date for Meeting Request 1/29/2021
ID# 20202032 Version 1
Project Contact Information
Name: Terry Allen
who is subnitting the inforrration?
Email Address: [e-mail]
Project Information
Project Name: Buttigieg Residence - Replace existing Timber Seawall with New Concrete
Segmental Block Seawall
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Transylvania
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
C1. pdf
363.73KB
C2. pdf
339.86KB
C3.pdf
268.18KB
C4. pdf
305.34KB
C5.pdf
279.27KB
C6.pdf
306.12KB
PCN - NWP 3 -- Buttigieg.pdf
471.89KB
Only pdf or Iv17 files are accepted.
Describe the attachments
or comments:
This Project is to replace the existing Timber Seawall with a new Precast Concrete Segmental Block Seawall
with stone veneer and riprap toe apron.
Sign and Submit
W By checking the box and signing box below, I certify that:
■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ I intend to electronically sign and submit the online form.
Signature:
T"t.fffa
Submittal Date: Is filled in automatically.

1/30/2021
Resume Submission
DWR
DSvlslon of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
October 26, 2020 Ver 3.3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.govMlaterResources/0/edocl6247041PCN%20Help%20File%202018-1-30.pdf (https://edocs.deq.nc.gov/WaterResources/0/doc/603610/Pagel.aspx)
A. Processing Information
County (or Counties) where the project is located:*
Transylvania v
Add additional county
Is this a NCDMS Project*
p Yes QQ No
Click Yes, only if NCDMS is the applicant or co -applicant.
Is this project a public transportation project?*
Yes QQ No
This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project.
1 a. Type(s) of approval sought from the Corps:*
Q Section 404 Permit (wetlands, streams and waters, Clean Water Act)
[ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
p Yes
Q No
1 b. What type(s) of permit(s) do you wish to seek authorization?*
Q Nationwide Permit (NWP)
❑ Regional General Permit (RGP)
❑ Standard (IP)
This form may be used to initiate the standard/individual permit process with the Corps. Please contact your Corps representative concerning submittals for standard permits. All
required items that are not provided in the E-PCN can be added to the miscellaneous upload area located at the bottom of this form.
1c. Has the NWP or GP number been verified by the Corps?*
„ Yes V No
Nationwide Permit (NWP) Number: 03 - Maintenance v
Add additional NWP
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NWP Numbers (for multiple NWPS):
List all NW numbers you are applying for not on the drop down list.
1d. Type(s) of approval sought from the DWR:
check all that apply
Q 401 Water Quality Certification - Regular
❑ Non-404 Jurisdictional General Permit
❑ Individual Permit
Pre -Filing Meeting Information
❑ 401 Water Quality Certification - Express
❑ Riparian Buffer Authorization
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we will not be able to accept your application without this important first step.
The Pre -Filing Meeting Request Form is used in accordance with 40 C.F.R. Section 121.4(a) "At least 30 days prior to submitting a certification request, the project proponent shall
request a pre -filing meeting with the certifying agency" and in accordance with 40 C.F.R. Section 121.5(b)(7), and (c)(5) all certification requests shall include documentation that a pre -
filing meeting request was submitted to the certifying authority at least 30 days prior to submitting the certification request. Click here (https://www.epa.gov/sites/production/files/2020-
07/documents/clean_water_act_section_401_certification_rule.pdf) to read more information on when this form is needed prior to application submission or here
(https://edocs.deq.nc.gov/Forms/DWR-Pre-Filing-Meeting-Request) to view the form.
ID#
20202032
Pre -fling Meeting or Request Date*
1 /28/2021
Version
1
Attach documentation of Pre -Filing Meeting Request here:*
Upload
DWR Pre -Filing Meeting Request Form Acknowledgement.pdf (/Forms/han d lers/down load attach ment.as... 147.08KB
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification: 0 Yes No
For the record only for Corps Permit: 0 Yes0 No
1f. Is this an after -the -fact permit application?*
0 Yes 0Q No
1g. 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.
0 Yes 0Q No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
Upload
FILE TYPE MUST BE PDF
1 h. Is the project located in any of NC's twenty coastal counties?*
0 Yes
0Q No
1j. Is the project located in a designated trout watershed?*
0 Yes No
You must submit a copy of the appropriate Wildlife Resource Commission Office.
Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx (http://www.saw.usace.army.miI/Missions/Regulatory-
Pe rm it-Prog ram/Age ncy-Coord i nation/Trout.aspx)
X
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B. Applicant Information
1a. Who is the Primary Contact?*
ITerry Allen, PE
1b. Primary Contact Email:*
[e-mail]
1d. Who is applying for the permit?*
Q Owner
(Check all that apply)
1e. Is there an Agent/Consultant for this project?*
p Yes No
2. Owner Information
1c. Primary Contact Phone:*
(xxx)xxx-xxxx
828 553-3004
2a. Name(s) on recorded deed:*
Joseph J Buttigieg III Trustee
2b. Deed book and page no.:
Date: 08/2020 Book: 00934 Page: 0350 Plat Book: 20 Page: 24
2c. Responsible party:
(for Corporations)
Joseph J Buttigieg III Trustee
2d. Address*
Street Address
843 N Club Blvd
Address Line 2
City
Lake Toxaway
Postal / Zip Code
28747
2e. Telephone Number:*
(xxx)xxx-xxxx
[phone]
2f. Fax Number:
(xxx)xxx-xxxx
2g. Email Address:*
[e-mail]
Add another owner
4. Agent/Consultant (if applicable)
4a. Name:*
Terry Allen, PE (Consultant - Not Agent)
r-n Applicant (other than owner)
State / Province / Region
NC
Country
USA
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4b. Business Name:
(if applicable)
T.E. ALLEN ENGINEERING, PC
4c. Address*
Street Address
P.O. Box 103
Address Line 2
City
Rosman
Postal / Zip Code
28772
4d. Telephone Number:*
828 553-3004
(xxx)xxx-xxxx
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Please provide the Agent Authorization Letter if you are submitting this document.
Upload
This is a required field.
FILE TYPE MUST BE PDF
State / Province / Region
NC
Country
USA
4e. Fax Number:
(xxx)xxx-xxxx
C. Project Information and Prior Project History
Project Information
1a. Name of project:*
Re lace existing Timber Seawall with new Concrete Se menta
1b. Subdivision name:
(if appropriate)
Lake Toxawa
1 c. Nearest municipality / town:
Lake Toxawa , NC
2. Project Identification
2a. Property Identification Number:
(tax PIN or parcel ID)
8512-89-0544-000
2b. Property size:
(in acres)
0.885
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2c. Project Address
Street Address
1843 N Club Blvd
Address Line 2
State / Province / Region
City
Lake Toxaway
INC
Postal / Zip Code
Country
28747
usa
2d. Site coordinates in decimal degrees
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how
the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude: *
Longitude:*
35.140 I -82. 555
ex: 34.208504-77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Lake Toxawa
3b. Water Resources Classification of nearest receiving water:*
B, Tr
Surface Water Lookup (https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=6el25ad7628f494694e259c8Odd64265)
3c. What river basin(s) is your project located in?*
Savannah v
Add another river basin
3d. Please provide the 12-digit HUC in which the project is located.*
030601010101
River Basin Lookup (http:Hncdenr.maps.arcgis.com/apps/Publicinformation/index.html?appid=ad3a85aOc6d644aOb97cdO69db238ac3)
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
his home site located in Toxaway Estates, a private residential development in western Transylvania County, NC.
he lot borders Lake Toxaway which has a classification of B: Trout. The general land use is residential. There is an
(isting seawall (Bulkhead) along the shoreline. This Project is to replace the existing timber Seawall with a new
oncrete Segmental Block Seawall (175 Linear Ft +/-)
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
Yes p No # Unknown
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4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Click the upload button or drag and drop files here to attach document
Upload
File type must be pdf
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Click the upload button or drag and drop files here to attach document
Upload
File type must be pdf
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
(intermittent and perennial)
175
4h. Explain the purpose of the proposed project:*
aintenance, Repair, Replace the existing (failing) timber Seawall a new Concrete Segmental Block Seawall (175
near Ft +/-) with stone veneer and riprap toe apron. See attached drawings.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
aintenance, Repair, Replace the existing (failing) timber Seawall a new Concrete Segmental Block Seawall (175
near Ft +/-) with stone veneer and riprap toe apron. See attached drawings.
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
)y pumping. All dewatering discharge shall have a turbidity of not more than 10 NTUs above background or as
)therwise specified in DWQ's Turbidity Standards (15A NCAC 02B.0211(3.)(k.)). To satisfy the required turbidity
imit, 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
4j. Please upload project drawings for the proposed project.
Click the upload button or drag and drop files here to attach document
Upload
C1.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516369&authkey=785bbb93-3b...
363.73KB
C2.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516370&authkey=785bbb93-3b...
339.86KB
C3.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516371&authkey=785bbb93-3b...
268.18KB
C4.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516372&authkey=785bbb93-3b...
305.34KB
C5.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516373&authkey=785bbb93-3b...
279.27KB
C6.pdf (/Forms/hand lers/down loadattachment.ashx?req=Down Load&aid=516374&authkey=785bbb93-3b...
306.12KB
File type must be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No
Unknown
X
X
X
X
X
X
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5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary p Approved p Not Verified p Unknown) N/A
Corps AID Number:
Example: SAW-2017-99999
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach document
Upload
File type must be PDF
6. Future Project Plans
Ga. Is this a phased project?*
Yes QQ No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands ❑ Streams -tributaries ❑ Buffers
Open Waters ❑ Pond Construction
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.
4a1. Impact Reason
4b. Impact type* (')
4c. Name of waterbody
4d. Activity type*
4e. Waterbody type*
4f. Impact
area
Seawall
Temporal
Maintenanc
Create a dry w
IP .•
T
Lake Toxaway
Lake Toxaway
I Bulkheads v
Dewatering v
Lake ]
Lake
0.04
(acres)
0.03
(acres)
Temporal
Erosion / Turb
11
T
Lake Toxaway
Other v
Lake .•
0.01
(acres)
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Resume Submission
Riprap Tc Habitat P Lake Toxaway Fill ILake 10.02
(acres)
Add another impact
4g. Total temporary open water Impacts:
0.04
4g. Total permanent open water impacts:
0.06
4g. Total open water impacts:
0.10
4h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the 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
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
This is a required field.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes (j) No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
is project is to replace an existing seawall.
NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington District's RI BITS (https://ribits.usace.army.miI/ribits_apex/f?
p=107:27:2734709611497::NO:RP:P27_BUTTON_KEY:O) website.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes , No
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For a list of options to meet the diffuse flow requirements, click here
(https://files.nc.gov/ncdegMlater%20Quality/Surface%20VVater%20Protection/401 /Buffer%20CIarification%20Memos/Options%20for%20Meeting%20Diffuse%20Flow%20Provisions%20c
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes _, No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
Yes Q No
To look up low density requirement click here 15A NCAC 02H .1003(2) (http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environmental%20quality/chapter%2002%20-
%20environmental%20management/subchapter%20h/15a%20ncac%2002 h%20.1003.pdf).
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
This is a required field.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland
Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes
QQ No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?*
Yes QQ No
3b. If you answered "no," provide a short narrative description.
The is a replacement of an existing seawall.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes D No g N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
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5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes QQ No
5d. Is another Federal agency involved?*
Yes No
5e. Is this a DOT project located within Division's 1-8?*
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
Yes No
5g. Does this project involve bridge maintenance or removal?*
p Yes QQ No
p Unknown
Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf (http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-
SLOPES&apps. pdf)
5h. Does this project involve the construction/installation of a wind turbine(s)?**
p Yes QQ No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?*
p Yes QQ No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?*
Site inspection.
Consultation Documentation Upload
Click the upload button or drag and drop files here to attach document
Upload
File type must be PDF
6. Essential Fish Habitat (Corps Requirement)
Ga. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Site inspection, historical data.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http_//gis.ncdcr.gov/hpoweb/ (http://gis.ncdcr.gov/h/hp2webo
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 status (e.g., National
Historic Trust designation or properties significant in North Carolina history and archaeology)?*
Yes QQ No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
Site inspection, historical data.
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7c. Historic or Prehistoric Information Upload
Click the upload button or drag and drop files here to attach document
Upload
File must be PDF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search (https://msc.fema.gov/portal/search)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Q Yes Q No
8b. If yes, explain how project meets FEMA requirements:
eject meets FEMA Flood Resistant Construction Standards
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM Map
Miscellaneous
Comments
Undersigned is the Engineer / Consultant for this project and is signing for the Property Owner of Record.
Miscellaneous attachments not previously requested.
Click the upload button or drag and drop files here to attach document
Upload
File must be PDF or KMZ
Signature
*
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of
time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
ITerry E. Allen, PE
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Signature*
T" f VGt
Date
Date captured on form submission
Submit Save as Draft
https://edocs.deq.nc.gov/Forms/form/resume/675/101700 12/12

PRO
RECO
REPLACE E/_/� SMG DC�Q�MLL (�115 � U� WEG RENDUCE JosephR JYBOW gieg III T uste D:
843 North Club Blvd, , Lake Toxawav, NC Hiahla 00 d°BeachBFLd33487
1.0 This Project is to replace the existing Timber Seawall
with a new Precast Concrete Segmental Block Seawall. 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 026.0211 (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 2021 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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C-1
SHEET 1 OF G

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 rebor 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
©Copyright 2021 Terry
construction area. Provide all required
Allen PE, T.E. ALLEN
erosion control features prevent
ENGINEERING PC, Terry
sediment form entering surface waters
E. Allen Engineer. All
or increase turbidity. When the work
Rights Reserved
is performed during the lake draw
Worldwide.
down, the minimum erosion control
feathers shall include; three (3) rows
of filter sock, stone check dams,
temporary stone construction entrance,
sediment traps, hay bails, etc. All
temporary erosion control measures
PRELIMINARY — NOT
shall be removed prior to lake refill.
FOR CONSTRUCTION
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C-2
SHEET 2 OF G

field located by Professional Lonu
Approx. p/L (to be
Yard Set -Back "-
15-FT Side
JOSEPH J BUTTIGIEG III TRUSTEE
843 N Club Blvd (B D L53 North Club Blvd)
Lake Toxaway, Transylvania County, NC
PIN:8512-89-0544-000
0.885 Acres per
Transylvania County GIS
POSITION:
35.140 Degrees
-82.955 Degrees
-------a.S=FT_Side Yard Set-RncJ-------------
Approx. P/L (to be field located by Professional Land
NWP 3 Replace existing
Seawall
Erosion & Turbidity
Control Measures.
See Notes 3.0, 3.1
& 3.3
i
in
REPLACE EXISTING TIMBER
SEAWALL WITH NEW
PRECAST CONCRETE
SEGMENTAL BLOCK
(TOXAWAY BLOCK)
SEAWALL WITH STONE
VENEER & RIPRAP TOE
APRON.
PARTIAL SITE PLAN to REPLACE EXISTING SEAWALL
Not to Scale
NOTES
1.0 No portion of the new work shall
extend across any property line. No
portion of the new wall shall extend
into the waters of Lake Toxaway
beyond the existing shoreline. The
new Seawall shall e constructed in the
some footprint as the existing seawall.
2.0 Contractor's Land Surveyor shall
field locate the existing on -site septic
system. Adjust the dimension as
necessary to ensure the 50-Ft Septic
set -back is maintained.
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3.0 EROSION & TURBIDITY CONTROL.
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3.1 FILTER SOCKS. Where the work is
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A minimum of three (3) rows of
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temporary Compost Filter Sock shall b
provided to separate the work area
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from the dry Lake Bed. All
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shall be removed prior to impoundment
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refill or at the conclusion of work. SEE
SHEET C-5.
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3.2 TURBIDITY CURTAINS. Where the
work is performed at Normal Pool
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Elevation; Use Coffer -Dam Method to
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1 01-30-2021 1
PRELIMINARY - NOT II C-3
FOR CONSTRUCTION J l
SHEET 3 OF G

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SEAWALL TO BE CONSTRUCTED WITH
I
PRECAST CONCRETE TOXAWAY BLOCK
E
Adjust height of seawall as Natural Stone Veneer (Optional),
o 0
necessary to match existing specified
by Others
2 -
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freeboard above normal pool\
2 E
elevation
Grade
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#8 epoxy coated vertical dowel bar
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continuous through all segmental blocks
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COURSE
below. All cells to grouted solid w/ 4000°
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psi hydraulic cementious grout suitable
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Normal Pool Elev. (3010 +/-)
for underwater application.
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Non -woven needle punched geotextile
COURSE
3
fabric between stone fill and earth
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subgrade
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1-FT Thick Chimney Drain behind wall.
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Drainage Stone to be #467 clean stone
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from LBM Industries
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Lake Botto
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RIPRAP Toe Apron to provide
1 Wrap stone aggregate footer with Mirafi
compensatory habitat. NCDOT
50OX geotextile fabric or equal.
w
Class 2 Riprap.
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Stone Footer to be #57 clean stone
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Increase depth of stone footer as
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from LBM Industries
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required to ensure confined aggregate
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footer bears on satisfactory insitu
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material having a minimum bearing
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Existing Undisturbed Residuum with
capacity of 2000 PSF.
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minimum bearing capacity of 2000 PSF.
42"
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Do not bear retaining wall on
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unsatisfactory of unstable material.
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SEAWALL FOUNDATION DETAIL
© Copyright 2021 Terry
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NOT TO scnu
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ENGINEERING PC, Terry
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NOTES:
Rights Reserved
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Worldwide.
LL� C
1. This Detail is only applicable to the seawall
2. See Sheets C-1, C-2, C-3 and C-6 for
along the shoreline. Field verify all dimensions and
additional requirements.
material quantities prior to ordering materials or
01-30-2021
beginning work. Contractor's verification shall 3. Furnish and install Buttresses for lateral
include, but not be limited to; shoreline bank
stability, at intervals not exceeding 18-ft on
height, depth -of -water at shoreline, subgrade
center, where the height of unbalanced fill behind PRELIMINARY - NOT
C-4
bearing capacity, length of seawall, block quantities,
seawall exceeds 4'-6".
FOR CONSTRUCTION
etc.
SHEET 4 OF G

COMPOST SOCKS FOR CHECK
DAMS IN DRY LAKE BED
STAKES SHALL BE
NON —TREATED WORK
WHERE INSTALLED IN DRY
LAKE BED DURING THE FILTER SOCK, SIZED
LAKE DRAW DOWN PERIOD. TO SUIT CONDITIONS.
REMOVE PRIOR TO
LAKE REFILL
FLOW
DISTURBED AREA TO BE PROTECTED
(WORK) AREA
� i IIII III �
NOTE: FILTER SOCK SIZED TO SUIT
CONDITIONS (SEE APPROVED LIST)
CROSS-SECTION
DISTURBED (WORK) AREA
102
\ FLOW 10' Iaa
COMPOST SOCKS FOR FENCING
IN DRY LAKE BED
STAKES SHALL BE NON —TREATED
WORK WHERE INSTALLED IN DRY
LAKE BED DURING THE LAKE DRAW
DOWN PERIOD. REMOVE PRIOR TO
LAKE REFILL.
FILTER SOCK, SIZED TO SUIT
CONDITIONS. REMOVE PRIOR TO
LAKE REFILL
FLOW
Yr909 rallEF3I+\II
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. PLACE ONE STAKE AT THE CENTER OF THE DITCH/CHANNEL. ALSO
PLACE STAKES AT THE BED/BANK JUNCTION AND AT END OF THE
DEVICE NOT SPACED MORE THAN 4 FEET APART.
3. SEDIMENT SHOULD BE REMOVED FROM BEHIND THE CHECK DAM ONCE
THE ACCUMULATED HEIGHT HAS REACHED Yz THE HEIGHT OF THE
CHECK DAM.
4. CHECK DAMS CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
5. MINIMUM STAKING DEPTH FOR SAND, SILT, AND CLAY SHALL BE 18".
AREA TO BE PROTECTED Where the work is performed during the Lake
PLAN Draw —Down; A minimum of three (3) rows of
temporary Compost Filter Sock shall be
provided to separate the work area from the
Dry Lake Bed. All temporary Erosion Control
Measures shall be removed prior to
impoundment refill or at the conclusion of
work.
FILTER SOCK DETAILS for EROSION CONTROL in
1 DRY LAKE BED DURING LAKE DRAW DOWN
C-5 Not to Scale
J Copyright 2020 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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I 01-30-2021 I
C-5
SHEET 5 OF G

TURBIDITY CURTAIN SYSTEM
ANCHOR SYSTEM AND LAYOUT DETAILS
Where the work is performed at Normal Pool Elevation; Use
Coffer —Dam Method to create a dry work area. Furnish and install
three (3) rows of Turbidity Curtains around the work area, on the
wet side of the Coffer Dam. Remove at completion of work.
TURBIDITY CURTAIN DETAIL
Not to Scale
=
o
REPLACE EXISTING SEAWALL
T.E. ALLEN ENGINEERING, PC
Prepared for:
Joseph J Buttigieg III
C/O Appalachian Construction
FIRM # C-1997
8.
Joseph J Buttigieg III Trustee Residence
PO BOX 103
P.O. Box 1087
843 N Club Blvd (B D L53 North Club Blvd)
ROSMAN, NORTH CAROLINA 28772
Rosman, NC 28772
Lake ToXaWay, Transylvania County, NC
[phone]
828-553-1702 cell
MOBILE [phone]
[e-mail]
PIN: 8512-89-0544-000
email : tealleneng6comporium.net
appalachianconstructionofpf@gmail .corn

D# * 20202032
Version* 1
Regional Office * Asheville Regional Office - [phone]
Reviewer List* Kaylie Yankura
Pre -Filing Meeting Request submitted 12/29/2020
Contact Name *
Contact Email Address*
Project Name *
Project Owner*
Project County*
Owner Address:
Terry E. Allen, PE
[e-mail]
Replace Existing Timber Seawall with New Concrete Segmental Block
Seawall
Joseph J Buttigieg III Trustee
Transylvania
Street Address
843 N Club Blvd
Address Line 2
aty
Lake Toxaway
Postal / Zip Code
28747
Is this a transportation project?* r Yes r No
State / Province / Legion
NC
Country
USA
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
* Shoreline Stabilization
Does this project have an existing project ID#?*
F Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Kaylie Yankura
Please give a brief project description below.*
Replace existing timber seawall (bulkhead) with new precast concrete
segmental block seawall.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
pdf only
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.
understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
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 vul a it
Submittal Date 12/29/2020