20202031 Ver 1_Shoreline Stabilization_20210129

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From: [e-mail]
Sent: Wednesday, January 20, 2021 4:59 PM
To: [e-mail]
Subject: PCN Submittal - REPLACE EXISTING BOATHOUSE & DOCK at VINCENT RESIDENCE
Attachments: Pre -Construction Notification (PCN) Form.pdf
There has been a problem processing your application.
Below will be a list of
This can't be accepted until the 30 days has passed from the pre filing which was submitted on 12/29/20. ALSO, WHEN YOU
RESUBMIT AFTER THE 30 DAYS, PLEASE USE DWR# 20202031 ver 1. The wrong number was generated on your pre
'��eceipt when it was PnrPrPrl __
Fot non -transportation projects please contact Sheri Montalvo at sheri.montalvogncdenr.ov .
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RECEIVEDINCDEOIDWR
JAN 2 9 2021
ovate+ U $action
Permitting
1

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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
2q,
January 4<, 2021
SUBJECT: Engineering Services for 401/404 for new 30'x30' Boathouse Foundation
and Dock at Vincent Residence, 906 West Club Blvd, Lake Toxaway, Transylvania
County, NC PIN: 8512-93-1886-000
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 construct a new
30'x30' Boathouse Foundation at Vincent Residence, 906 West Club Blvd, Lake
Toxaway Transylvania County, North Carolina. The work shall be in accordance with
attached Sheets C-1 through C-12. 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
RECEIVEDUDENWR
Enclosures 5 copies of 401/404 PCN Application Form JAN 2 9 2021
Check for application review fee
Water Quality
Permitting Section

oea
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]

4
ID#* 20202030 Version* 1
Regional Office * Asheville Regional Office - [phone]
Reviewer List* Kaylie Yankura
Pre -Filing Meeting Request submitted 12/29/2020
............. _ .... _ ................
Contact Name * Terry E. Allen, PE
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
[e-mail]
NEW BOATHOUSE FOUNDATION & DOCK
Live Oak Family Enterprises LLC
Transylvania
Stree4 kkir.ss
906 West Club Blvd
Ack c'>s 1:Jt
Ce ty State 1 R ovine 1 Fbgm
Lake Toxaway NC
R.6W "Zit, tseie Cmintry
28747 USA
Is this a transportation project? {" Yes (-- NO
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
I-- Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
t^ 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.*
Construct new 28'x28' Boathouse Foundation and Dock at 906 West
Club Blvd, Lake Toxaway, Transylvania County, NC. The Boathouse
Foundation will be built into the bank and will not extend into the
waters of Lake Toxaway.
Please give a couple of dates you are available for a meeting.

Please attach the documentation you would like to have the meeting about.
ram''Yqy
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.
r 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
Teq e. Alleo PE
Submittal Date 12/29/2020

DWR
Dtrtslon of w'xrer Resuurces
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Pennits
(along with corresponding Water Quality Certifications)
October 26, 2020 Ver 3.3
Please note: fields marked with a red asterisk *below are required. You 411 not be able to submit the form until all mandatory questions are answered.
Also, N at any point you wish to print a copy of the C-PCN, all yet, need to do is right -clink on the document and you can print a copy of the form
Below is a link to the online help file.
htips:!edocs.deq.nc.govl'PJaterResources/0/edoc/G24"104/n.NM;20Help9%20File:<202018-1,30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Transylvania
Is this a NCDMS Project°•
r Yes r No
(Sd: YES.:atly it tZ'IX•aE s uw c;x.Y'e:a'0 ,x aaFKiicxx.
Is this project a public transportation project?*
r Yes f• No
Ibis s .xly pAil, ftmi i. icy, m;re pal skzte x fxleral furr}s read, rat, v. ixA traikiM. t w i rx:ger,
Ia. Type(s) of approval sought from the Corps:*
P Section 404 Permit (wetlands, streams and waters, Clean Water Act)
1- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previouslybeen submitted?*
r Yes
IT No
1b. What type(s) of permit(s) do you wish to seek authorization?*
9Nationwide Permit (NWP)
(.- Regional General Permit (RGP)
r- 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?*
r- Yes i— No
Nationwide Permit (NWP) Number:
18 - Minor Discharges
NWP Numbers (for multiple NWPS):
18 - New Boathouse Foundation & Dock (Replace and enlarge westing Boathouse Foundation)
list : N:t'rturt n s •1c.; ,ire; Mrs'yin ; ar nix m tY:e d:xx: clrrn•n list.
1d. Type(s) of approval sought from the DWR:*
9 401 Water Quality Certification - Regular
r- Non-404 Jurisdictional General Permit
j- Individual Permit
C 401 Water Quality Certification - E)fress
r Riparian Buffer Authorization
Before submitting this form please ensure you have submitted the Pre -Filing Meeting Request Form as we Wit not be able to accept your application Wihout 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 rertification request. Click here to read more information on whey. this form is needed prior to application submission or here to view the form.
IDN
20202030
Version
1

17
Pre -fling Meeting or Request Date
1 /2112021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form Confirmation.pdf
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r Yes r No
r Yes r No
1f. Is this an after -the -fact permit application?*
r Yes IT No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
., e�.E'_J......, �c�e:'• r x�. �.i�. as t i.lr .,;��1 usn':
r Yes r No
Acceptance Letter Attachment
1h. is the project located in any of NC's twenty coastal counties?*
r Yes r No
1j. Is the project located in a designated trout watershed?*
r Yes r No
152. ,4KB
You must submit a copy of the appropriate Wildlife Resource Commission Office.
Link to trout information: nff rout.aspx
B. Applicant Information
la. Who is the Primary Contact?*
Terry Allen, PE.
1 b. Primary Contact Email,.*
[e-mail]
1d. Who is applying for the permit?*
j7 Owner
le. is there an Agent(Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:*
Live Oav Family =nterprisrs L.LC
2b. Deed book and page no.:
Date: 11/2020 Book: 00950 Page: 0723 Plat Book20 Page: 418
2c. Responsible party:
Benn Vincent & Amanda Mncent
2d. Address*
..r. v, ;t A r.-,..
906 `Nest Club Blvd.
Lake Toxamy. ,
28747
2e. Telephone Number.*
(2251241-5843
2f. Fax Number:
1 c. Primary Contact Phone:*
[phone]
W Applicant (other than owner)
NC
.2a�rry
USA

2g. Email Address:*
amand avincen t@me. coin
3. Applicant Information (if different from owner)
3a. Name:*
Benn Vincent & Amanda Vincent
3b. Business Name:
3c. Address*
906 West Club Blvd.
.,.�,<<as
Lake Toxaway
NC
,
287,17
USA
3d. Telephone Number:*
[phone]
.< vxv..xxxt
3e. Fax Number:
n <x<z
3f. Email Address:*
a man d avin cen t@rne. corn
C. Project Information and Prior Project History
1. Project Information
Ia. Name of project:*
REPLACE EXISTING BOATHOUSE & DOCK at VINCENT RESIDENCE
1b. Subdivision name:
arier:
Lake Toxawry Estates
1 c. Nearest municipality I town:*
Brevard
2. Project Identification
2a. Property Identification Number:
2b. Property size:
8512-93-1886-000
0,'34
2c. Project Address
906 West Club Blvd
Lake Tuxaway
NC
287'r2
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 howthe location was
determined. (For example, most mobile phones with GPS provide locationai precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.)
Latitude:* Longitude:*
35,12 4415 -82.951370
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Lake Toravray
3b. Water Resources Classification of nearest receiving water:*
B--Trout
Surface Waier Lcx*up

3c. What river basin(s) is your project located in?*
Savannah
3d. Please provide the 12-digit HUC in which the project is located.*
030601:010101
River Basin Lookup
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:*
This home site located in Torawy 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 tine new
boathouse foundation.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No rf Unknown
4d. Attach an 8 112 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
4e. Attach an 8 112 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
01x try ;yti.,.. ;x:tn Y;2'.�J _3•x; .�•o_d ;:rsr ^x;�
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
, .. f...,,. ':,l: ix- alj
4h. Explain the purpose of the proposed project: *
This Project Is to construct a New 30`Z30' Boathouse Foundaiion.
New work to be in accordance with Sheets C1 through C12,
The boathouse foundation: work wilt be performed "IN THE DRY' using a coffer darn: tO create a dry w.nrk area.
Where the work is performed during the upcoming Lake draw -down, ifimporwy Compost Socks and Stone Check Dam, shall be used for erosion control around the work area. All
Temporary Erosion Control Measures shalt be in accordance width the latest edition of the NC EROSION and SEDIMENT' CONTROL PLANNING and DESIGN M"VJUAL. A minimum of three
(3) rows of tentEtorary COmpnst Socks shall be provided to separate the work area from the dry Lake Bed. All temporary Erosion Control lo1easures shall be rearived prior to
impoudment refill or at. the conclusion of Boathouse Foundation work.
Ail 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 vmrk.
41. Describe the overall project in detail, including indirect Impacts and the type of equipment to be used:
BOATHOUSE FOUNDATION. Work shall be performed "IN THE DRY" using a coffer dam to create a dry .wrk area. Three (3) ravr- of Turbady Curtains shall be used in addition to the
Coffer Dam. To comply Stith Water Quality requirements, the workwill be performed in the dry. Where a coffer dam is used, the •.wrk area all be dewatered by pumping. All deeatering
discharge shall have a turbidity of not more than 10 N'TUs above background or as otherwise, specified in D:^JQ's Turbidity Standards (15A NCAC 028.0211(3.)(k.)). To satisfy the
required turbidity lirnit, the dewatering pump discharge shall be filtered through a Bag Filtration Unit equal to Model BF-400 front Rain -for -Rent with a 100 to 1 micron nornmal rating
(P.O.C. at Rain -for -Rent is .krermly at. 70 4-393-3345). The turbidity level of all discharge shalt be monitored with calibrated turbidity meters and the filtration equipment shall be: adjusted
as necessary to insure compliance •Wth Water Quality Standard,. The eater around the dredging areas shall liko•.Mse he mrn!tored wrath calibrated turbidity meters and the turbidity
Curtains shall be adjusted as necessary to insure compliance wrath Water Quality Standards.
tAbere the. nark is performed during the upcoming lake draw+dowm. tempos wy Compost Sock and Stone Check Dams shall ho 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.
Unewed concrete shall not be allowed to Mine into direct contact with surface •"raters. This will tie accomplished by establishing a'dry work area" as described above. "High Early'
remontious material shall be in the stone, work to minimize c v ng time.
Water Quality around the work areas shalt 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 belo•wthe plane of the ordinary high •mater mark or the high tide line,
(b) The discharge will not cause the loss of more than 1110-acre of ,'raters of the United States. and
(c) The discharge is not placed for the purpose of a stream diversion.
No disturbancewithin existing Vegetated Trout Buffer. Provide Turbidity Curtains around work area to maintian vJater quality.
See attached Sheet C3 for location of :wrk,
Water Quality around the work areas shall be monitored with calibrated turbidity meters. The coffer dams and turbidity curtains shall be adjusted as necessaryto Insure compliance with
Water Quality Standards.
4j. Please upload project drawings for the proposed project.

Cl.pd=
176.42KB
C2.pdr
165.12KB
cs.pdf
40A 8KB
C4.pdr
55.62KB
C5.pd`:
1 I1.32KB
Cfi.pd`
98,31 KB
CT.pdf
69.2KB
C8.pdf
161AKB
C9.pd`:
62.3KB
C10.pdf
61.54KB
C! 1.pdf
101.9KB
C12.odf
129.4KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
r. Llnknovm
Comme nts:
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r Approved r Not Verified r Unknown r WA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
a�: r•; ..;�.r t,r:ems-
6. Future Project Plans
6a. Is this a phased project?*
r Yes r 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
1 a. Where are the impacts associated with your project? (check all that apply):
f Wetlands r Streams -tributaries l— Buffers
9 Open Waters r 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.
...._ ._. ....... ._.........__ ............... _......_ ...... .. ...._..._. .....
4a. Site ii* ('i 4a1. Impact Reason 4b. Impact type * R' 4c. Name of waterbody (?:
1 Temporary Coffer Dam I. T ', LaKe Tomway
fer Boathouse
i Foundation 60 Linear
...... ..........__ - --. _.__....
2 r.T'P')rar"
Tu. bidity T Lake Toxaway
rtain to Repai
aAnt, 6`J Linear ar Ft
....
4d.Activity type * 4e.Waterbodytype* 4f Impact ;�
I

Pe manent Boathouse P la�e Toxa%wny FiIE _aka 0.06
t o ndaion
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:
The work nwy be perforated While the lake is at normal pool elevation, or during the upcoming Lake Draw-dovat.
1.0 Work Wit 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 Darn. The dematerinq discharge V411 be filtered to DWQ Water Quality Standards prior to release. Turbidity
Curtains to remain in plane until work is rumple±e and t.. turbiri ty in the work area :s lass Than 10 NTUs arrive barkyrnund.
2.0 Where the vprk is performed during the upcoming Lake dravadown, temporary Compost Socks and Stone Check Dams shall be used for erosion
control around the work area. All temporary Erosion Control Measures shall be in accordance •wi it the latest edition of the NC EROSION and
SEDIMENT CONTROL. PLANNING and DESIGN MANUAL.
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
The wurk will be performed while the lake is at normal pool elevation.
1.0 York Wit be accomplished "in the dry" by installing a temporary Coffer Dam around the proposed work area, The dewaterng disc:^:arge soil be
filtered to DWQ Water Quality Standards prior to release.
2.0 Work will be accomplished "in the dry' by installing a ternporary Coffer Darn around the propose, '1 work area. Three (3) rows of Tuibir,,ity Curtains
shall be installed in addition to the Coffer Dam. The dewatering discharge'aAli be filtered to DINQ Water Quality Standards prior to release, Turbidity
Curtains to remain in place until wwrk is complete and the turbid€ty in the work area is less than 10 NI Ik above background.
3.0 Where the work is performed during the upcoming Lake draw -down, temporary Compost Sock 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 %4ANUAL.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Turbidity Curtains & Filter Socks. See attached Draw!ngs.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why.
NC Stream Temperature Classification, Maps can be found under the Mitigation Concepts tab on the Wilmington District's RIBITS website.
— Recent changes to the stormwrater rules have requ?red 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?
r Yes r No
For a list of options to meet the diffuse flow requirements, click here.
If no, explain why.
Boathouse foundation will be constructer': into the bank.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOTs Individual NPDES permit NCS000250?*
r Yes IT No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)? *
r Yes r No
To look up low density requirement click here 15A NCAC 02H .1003(2j.

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 (federalistate) land?*
r Yes r No
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 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r 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?*
P 1 ( p Y P P 1 P P Y 9 Y�
r Yes r No
3b. If you answered "no," provide a short narrative description.
N.A.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r' Yes r No r WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes
r• No r Unknown
5e. is this a DOT project located within Division's 1-6? *
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?*
r Yes r No
5g. Does this project involve bridge maintenance or removal?*
r Yes f• W
tank to the Nw _C'. SI..�C-S dcx:urrient: trctp:tiscruawtus+ce.army.rr,ii;NLE:sl1-3C�17-siS+�eri_N(.t43 .St.OF'ES3aigis.(.xtf
5h. Does this project involve the constructionlinstallation of a wind turbines)?'*
f Yes r No
51. 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.?*
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
.NA
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r• No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)

Link to the State hBstoric Preservation Office historic, Properties Map (does net include archaeological data: http:rr;�is.neder,gov,hpnvx:b;
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)?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NA
7c. Historic or Prehistoric Information Upload
Cis Ls,_0: r_I:.iitz .r
'rki-r t ;.X,; ry
B. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodpiain Maps: htip�ti,•?rnsc:fen:a.govlportalisearch
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
FEMA No -Rise Evaluation
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
7cx C,r;d;Y:es txAl,n x^i'.xI.-Ir fte.;. 3 .x:urznfl
nu:st'rat FfY:s'
Signature
*
9 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 knovtedge and belie`: and
Tfte project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request Within file 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 NO 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 file same way as a :ditten signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:*
TERRY E. ALLEN, PE (Consultant, signing for the Property O"ner)
Signature *
A 5 rt,tjY ° /;r ,,�
Date
i i l 5/2021

3. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
El Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑Yes No
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
❑ Yes ® No
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?
Benn Vincent & Amanda Vincentqz?ltwl�
ApplicanttAgent's Printed Name
(J4 A4
( Date
Applicant/AgenY ig ature
(Agents signature is valid only if an auth h2ation letter!fepplicant
is provided.)
Page 13 of 13
PCN Form — Version 1.3 December 10, 2008 Version

906 West Club Blvd., Lake Toxaway, NC
1.0 This Project is to replace the existing Boathouse
Foundation and Dock. 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 028.0211 (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.
© Copyright 2020 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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12-m-2020
C-1
SHEET I Or 12

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 127
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.
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12-20-2020
C-2
SHEET 2 OF 12

NOTES
LAKE TOXAWAY
Where the work is performed during the
0
Lake Draw -Down; A minimum of three
All Trout Buffer
—
(3) rows of temporary Compost Filter
dis
disturbance shall be
Normal Pool Elev.
Sock shall be provided to separate the
re p aired in accordance
3010 +
(-)
work area from the dry Lake Bed. All
with the NCDEQ-DLR Trout
temporary Erosion Control Measures
Buffer and Riparian Area
shall be removed prior to impoudment
planting requirements.
refill or at the conclusion of work. SEE
SHEET C-11.
2.0 The new Boathouse
Foundation shall meet all
Where the work is performed at Normal
LTCA and State On -Site
Pool Elevation; Use Coffer -Dam Method
Wastewater Setback
18�
to create a dry work area. Furnish
requirements.
and install three (3) rows of Turbitity
3.0 The New Boathouse
.�� s'
Curtains around the work area. SEE Z
will change the shoreline.
N. 8y�
SHEET C-12. a
The New Shoreline (lake
water) to remain 50-Ft
•
The corner of the New Boathouse
minimum from any part of
„^r`""
�'•.�
Foundation Wall shall be coinside a
the existing septic system.
with coner of the existing
V
I
boathouse. New Boathouse shall
4.0 Boathouses shall comply
Qc
F
e o o
not be closer to the Property Line F
wiht the most current LTCA
q d 'o. �Xi
c�
than the Boathouse. z
an e ex
requirements.
a
C
5.0 NEW DOCK shall
�- �-
NEW 30'x30' BOATHOUSE: Replace
comply with Section R327
0
_
Maintain 50-Ft
-J
existing Boathouse foundation with
of the 2018 NC Residential
d
a
NEW 30'x30' BOATHOUSE
Building Code. No
iu�
setback from Lake
,;
FOUNDATION. The NEW BOATHOUSE
concrete footers for
,v
Water to septic
x
shall be located within the
Pilings.
_ r
system.
Contractor's Land
i..; ao
ij a
footprint of the existing Boathouse
6.0 Limitation of Liability.
o �,
o N
Surveyor shall field
Y
.�
to the extent practicable. No
portion of the new Boathouse,
B accepting this
Y P 9
a r
locate septic
including the roof overhang and
engineering document, the
0 '�
system and
footer projections, shall extend
Owner, Contractor and
��
property lines prior
across the adjacent property line.
any others to whom it is
i
to beginning work.
;
distributed, agree to a
strict limitation of liability
;
for TERRY E. ALLEN
© Copyright 2020 T.E.
ENGINEER, Terry E. Allen
ALLEN ENGINEERING PC.
PE, T.E. ALLEN
All Rights Reserved
ENGINEERING, P.C., and its
Worldwide.
employees to an amount
not to exceed $25,000.00
or one-half the total
KTPARTIAL SITE PLAN
amount of paid invoices,
- for BOATHOUSE
whichever is less.
Not to Scale
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C-3
SHEET 3 OF 12

Z
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I >I
L — _ — — — EDGE—OF—FO TER— — — _ _ — J II
BACKFILL SIDE OF WALL
30'-0"
— — — — — — — — — — — — —
EDGE—OF—FOOTER
c�
v�
o D �� Adjust location of
Co m o Boathouse as required to
`� Z.ac avoid Property Line
,to encroachment
_
m ^
REMOVE & REPLACE BOATHOUSE
$1,Ct DOCK
T.E. ALLEN ENGINEERING. PC
Prepared for:
Benn & Amanda Vincent
FRM / C-1997
Live Oak Family Enterprises LLC
PO BOX 103
6232 Windrush Hollow
o
906 west Club Blvd
Ros", NORTH CA"" I'm
Baton Rouge, Louisiana 70808
Lake Toxaway, Transylvania County, NC
[phone]
[phone]
PIN: 8512-93-1886-000
MOBILE [phone]
benn.yincent®keonmiller.com
anal : teabnmyoca�P��•
omandovincent®me.com

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,
I PT JST 0 16" O.C. 10
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
r_A
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"xl4'" Level 1
Wolmarilized Parallam
2x12 PT Blocking
between Joists at
L4x4xj" x 4"—Long-
4—Ft on center.
Galy Steel Clip
Angle with J" Galy
Floor Joists; 5.25"x14" Level 1
Bolt each leg.
Wolmanized Parallam (Pressure
Typical each end of
Treated) at 16" on center.
each Joist.
24" (+/—) Freeboa
Normal Pool Elev. —
1 BOATHOUSE FOUNDATION WALL SECTION
C-5 Not to Scale
Provide Handrails &I
Guardrails per Code.
(2) 1.75"x24" PT
Rim Band
2" Thru Wall drain
pipe at 8—Ft on
center.
Provide Foundation
Waterproofing for
below —grade portic
of FND Wall.
�. a
\ 3 Bockfill Foundation
z Wall with #54 cleal
stone to within
2—FT of Finish
Grade.
c
Provide non —woven
w needle punched
geotextile fabric
o between stone fill
and earth/soil.
© Copyright 2020 T.E.
ALLEN ENGINEERING PC.
All Rights Reserved
Worldwide.
PRELIMINARY — NOT
FOR CONSTRUCTION
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SHEET 5OF 12

#4 Bars @ —
12" O.C.
each way,
compression
face steel
SI TE
RETAINING
WALL BEHIND
THE BOAT
DOCK TO
HAVE STONE
VENEER. SE
SHEETS C-3
;& C— 4.
3
L
© Copyright 2017 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
2" CL
0
Z
LL
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 0 5—ft on center. Cover
fill side of pipe with galvanized hardware cloth to prevent loss of
stone fill thru pipe.
I 1 I I CONCRETE FOOTER
A
B
All footers shall bear on satisfactory & stable
insitu material having a minimum bearing
u capacity of 2000 PSF
Anti —Slide Key required where footer bears on
soil. #5 Vertical Keyway Dowel Bar ® 12" O.C.
& #5 bottom bar continuous. Anti —Slide keyway
may be omitted where footer is pinned to rock.
CONCRETE RETAINING WALL - MITCHELL RESIDENCE
Not to Scale
PRELIMINARY — NOT
FOR CONSTRUCTION
00
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C-6
SHEET 6 OF 12

© Copyright 2020 Terry
Allen PE, T.E. ALLEN
ENGINEERING PC, Terry
E. Allen Engineer. All
Rights Reserved
Worldwide.
TABLE W1
— WALL DIMENSIONS
&
REINFORCEMENT
WALL HEIGHT
"H"
(Feet)
WALL THICKNESS
"W"
(Inches)
TENSION
FACE
VERTICAL
WALL BARS
HORIZONTAL
WALL BARS
4
8
#4 ® 9"
O.C.
#4 ® 12"
O.C.
5
8
#4 ® 9"
O.C.
#4 ® 12"
O.C.
6
8
#5 ® 9"
O.C.
#5 ® 12"
O.C.
7
12
#5 ® 9"
O.C.
#5 ® 12"
O.C.
8
12
#6 @ 9"
0. C.
#6 ® 12"
0. C.
9
12
#6 ® 9"
O. C.
#6 @ 12"
O.C.
10
12
#6 ® 6"
O.C.
#6 ® 12"
O.C.
11
14
#6 ® 6"
O.C.
#6 ® 12"
O.C.
12
14
#6 ® 6"
O.C.
#6 ® 12"
O.C.
TABLE F1 — FOOTER DIMENSIONS & REINFORCEMENT
WALL HEIGHT "H"
(Feet)
FOOTER
WIDTH "B"
(Feet — Inches)
FOOTER
TOE "C"
(Feet — Inches)
FOOTER
THICKNESS "T"
(Inches)
FOOTER REINFORCING STEEL
LONGITUDINAL
FOOTER BARS
(TOP & BOTTOM)
TRANSVERSE
FOOTER BARS
(TOP & BOTTOM)
4
3'-0"
1'-6"
12"
1 4 #5
#4 @ 9" O.C.
5
4'-0"
2'-6"
12"
5 #5
#4 ® 9" O.C.
6
4'-6"
3'-0"
12"
6 #5
#5 ® 9" O.C.
7
5'-0"
3'-0"
12"
7 #5
#5 ® 9" O.C.
8
5'-6"
3'-6"
12"
7 #5
#6 @ 12" O.C.
9
6'-6"
4'-0"
12"
7 #6
#6 ® 9" O.C.
10
7'-0"
4'-6"
12"
8 #6
#6 ® 9" O.C.
11
7'-6'
5'-2"
12"
9 #6
#6 ® 9" O.C.
12
8'-6"
6'-0"
12"
10 #6 --+#6
® 6" O.C.
CONCRETE RETAINING WALL DIMENSION & REINFORCING — MULLETT RESIDENCE
Not to Scale
PRELIMINARY — NOT
FOR CONSTRUCTION
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C-7
SHEET 7 OF 12

MOTES A SpEUMCaMNS W CONCRETE FOUHUAIM RETA H8 MLL
bT BOATHOUSE
1. All work shall be in accordance with the 2018 edition
of the North Carolina State Residential Building Code, ACI
301 — Specifications for Structural Concrete for Buildings,
ACI 318 — Building Code Requirements for Structural
Concrete, AC1 306 — Cold Weather Concreting and all
other applicable codes, ordinances, and regulations.
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. REINFORCING STEEL
5.1 Reinforcing steel shall conform to ASTM A615, grade
60 (fy=60,000 psi) and shall have standard deformations.
All lap splices shall be 60 bar diameters unless otherwise
noted.
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).
© Copyright 2020 Terry Allen PE, T.E.
ALLEN ENGINEERING PC, Terry E. Allen PRELIMINARY — NOT
Enqineer. All Rights Reserved Worldwide. FOR CONSTRUCTION
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C-8
SHEET 8 OF 12

MAINTAIN FULL LATERIAL SUPPORT FOR ALL WALLS AT ALL TIMES
DURING AND AFTER CONSTRUCTION. TEMPORARY LATERAL SUPPORT #3 STIRRUPS ® 6" ON CENTER IN CENTER
FOR WALLS REQUIRED. SECTION WHERE L > 4-FT.
#3 STIRRUPS ® 3" ON #3 STIRRUPS ® 3" ON
CENTER FOR 24-INCHES. (L = S + 24") II CENTER FOR 24-INCHES.
Minimun 1 . I !
L� ■ I . -
Header Beam
Depth shall not
be less than -
16"
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CLEAR OPENING (S),
VARIES, 12' MAX
CAST —IN —PLACE REINFORCED CONCRETE HEADER BEAM at
BOATHOUSE WALL OPENINGS
Not to Scale
#5 x 24" REBAR PLACED
AT 45-DEGREE ANGLE IN
EACH CORNER OF EACH
OPENING, LOCATED
2-INCHES FROM CORNER
(i.e., 2" min concrete
cover).
Concrete wall See
Sheet C-6.
CONDITIONS FOR USE OF THIS PLAN. All other work that may be required,
but not shown herein, shall be designed by the Other. By accepting this
Plan, you and any others to whom the Engineer's plans, reports, and work
products are distributed, agree to a strict limitation of liability for Terry E.
Allen PE, T.E. ALLEN ENGINEERING, P.C., and its employees to an amount not
to exceed $25,000.00 or one-half the total amount of paid invoices,
whichever is less.
DO NOT SCALE DRAWING
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12-20-2020
C-9
SHEET 9 OF 12

REINFORCING STEEL. Grade
60 and shall have standard
deformations.
CONCRETE. Concrete shall
have a minimum compressive
strength of 4000 psi at 28
days and shall have 5 to 7%
entrained air.
MAINTAIN FULL LATERIAL
SUPPORT FOR ALL
WALLS AT ALL TIMES
DURING AND AFTER
CONSTRUCTION.
TEMPORARY LATERAL
SUPPORT FOR WALLS
REQUIRED.
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DO NOT SCALE DRAWINGS
CAST —IN —PLACE REINFORCED
CONCRETE HEADER BEAM,
ABOVE ALL WALL OPENINGS.
4 #6 Top Bars
#3 Stirrups at 3" on center
for 2—FT each end, then 6"
on center in center section
where L > 4—Ft.
6 #6 Bottom Bars
1 CONCRETE HEADER BEAM — SECTION
C 10 Not to Scale
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REMOVE & REPLACE BOA'I'HOUSE
and DOCK
T.E. ALLEN ENGINEERING. PC
Prepared for:
Benn & Amanda Vincent
FIRM # c-1997
I
Live Oak Family Enterprises LLC
PO BOX t03
6232 Windrush Hollow
o
, 8
6
906 west Club Blvd
ROSI"' NORTH c-'-" W 48n2
Baton Rouge, Louisiana 70808
Lake Toxaway, Transylvania County, NC
[phone]
[phone]
PIN: 8512-93-1886-000
MOBILE [phone]W4
benn.Vlncent®i(eanmill er.corn
amandavincent®M2_&om
11
email : twkn"0cwwdum.net

COMPOST SOCKS FOR CHECK
DAMS IN DRY LAKE BED
STAKES SHALL BE
NON -TREATED WOOK
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 1 AREA TO BE PROTECTED
(WORK) AREA 0
11=
NOTE: FILTER SOCK SIZED TO SUIT
CONDITIONS (SEE APPROVED LIST)
CROSS-SECTION
DISTURBED (WORK) AREA
102
•
c.
40
COMPOST SOCKS FOR FENCING
IN DRY LAKE DED
STAKES SHALL BE NON -TREATED
WOOK 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
TYPICAL PLAN
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 15..
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
imooudment refill or at the conclusion of work.
FILTER SOCK DETAILS for EROSION CONTROL it
1 DRY LAKE BED DURING LAKE DRAW DOWN
C 1 1 Not to Scale
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12-26-202D
C-11
SHF_E"i I 1 OF 12

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 Turbitity Curtains around the work area, on the
wet side of the Coffer Dam. Remove at competion of work.
TURBIDITY CURTAIN DETAIL
Not to Scale
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[
REMOVE & REPLACE BOATHOUSE
and DOCK
T.E. ALLEN ENGINEERING, PC
Prepared for:
Benn & Amanda Vincent
nRM j C-1997
1
•
Live Oak Family Enterprises LLC
PO BOX 103
Ras". NORIH "AO A 28772
6232 Windrush Hollow
ti
906 west Club Blvd
-I
Baton Rouge, Louisiana 70808
N
Lake Toxaway, Transylvania County, NC
[phone]
[phone]
N
PIN: 8512-93-1886-000
MOBILE [phone]
benn.Yin cent®keonmiller.com
emdl : tWknagOcampaiwo.net
amondayincentqme.com