20230187 Ver 1_ePCN Application_20230201

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
10/4/2022
BIMS # Assigned* Version#*
20230187 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
la. Name of project:
Armas Bulkhead
la. Who is the Primary Contact?*
Emma Joyner
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Amy Annino:eads\amannino
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
2/1/2023
Nearest Body of Water
Lake Toxaway River (Lake Toxaway)
Basin
Savannah
Water Classification
B; Tr
Site Coordinates
Latitude:
35.143706
A. Processing Information
County (or Counties) where the project is located:
Transylvania
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No
Longitude:
-82.948368

la. Type(s) of approval sought from the Corps:
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?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 03 - Maintenance
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Ignacio & Teresa Armas
2b. Deed book and page no.:
00992 & 0217
2c. Contact Person:
2d. Address
Street Address
3310 W Lykes Ave
Address Line 2
City
Tampa
Postal /Zip Code
33609
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
FI
Country
United States
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address: *
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Lake Toxaway
2. Project Identification
2a. Property Identification Number:
8523-00-1522-000
2c. Project Address
Street Address
1615 Cold Mountain Rd
Address Line 2
City
Lake Toxaway
Postal / Zip Code
28747
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Lake Toxaway River (Lake Toxaway)
3b. Water Resources Classification of nearest receiving water: *
B; Tr
3c. What river basin(s) is your project located in?*
Savannah
3d. Please provide the 12-digit HUC in which the project is located.
030601010101
4. Project Description and History
2b. Property size:
0.631
State / Province / Region
NC
Country
United States
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: *
Single family residential home, with a maintained lawn and existing failing masonry and railroad tie bulkhead (sea wall).
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
4h. Explain the purpose of the proposed project: *
Replace existing bulkhead (sea wall) that is starting to deteriorate and fail.

4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Job site to be secured with construction fencing at open side boundaries
The existing wood dock is to be removed
Coffer Dam (precast concrete & waterproof liner) to be placed approximately 4 ft beyond the existing bulkhead/seawall, and 4 to 8 ft beyond at the two -side property boundaries. An
excavator placed on the shore will be used. With coffer dam and waterproofing in place, the water is to be pump out with use of skimmer (Faircloth style) to draw from water surface. Water
will be pumped back into the lake.
Once the coffer dam basin has been drained and general water seal confirmed, the existing bulkhead/seawall is to be removed by an excavator
With the existing bulkhead/seawall and any foundation removed, the area is to be excavated to 6-12" below bottom of new bulkhead.
A non -woven filter fabric will be placed in the excavated trench, and 6-12" of #57 stone base —6 ft wide is to be placed as the new foundation
Pre -cast (Redi-Rock style) blocks are to be placed by an excavator above the new stone foundation. All blocks to be leveled and plumbed.
The top course of pre -cast block will stop 3'-6" below the standard lake surface
The final 1-2 ft of bulkhead wall will consist of natural boulders (500-1,500 lbs) and a natural stone cap
The non -woven filter fabric will be laid against the exposed earthen bank and the new bulkhead wall will be backfilled with #57 stone
The filter fabric will be cut off or laid under the stone cap top course
A rip rap or river rock protection mat (attempt to re -use existing rock) will be placed on the lake floor at the base of the new bulkhead wall Water will be allowed to re -flood the work area
The coffer dam is to be removed by the excavator
All fencing is to be removed and the area above the new bulkhead wall is to be re -landscaped with natural rocks and indigenous vegetation. Grasses within the first 4 ft of the new wall are
to be avoided
Job Complete
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes No
Unknown
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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands
Open Waters
4. Open Water Impacts
Streams -tributaries
Pond Construction
Buffers
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
Bulkhead 1
Shore Stabilization
T
Lake Toxaway
Bulkheads
Lake
0.02
4g. Total temporary open water Impacts:
0.02
4g. Total open water impacts:
0.02
4g. Total permanent open water impacts:
0.00
4h. Comments:
The new bulkhead will be a permanent structure, replacing the existing, deteriorating bulkhead. The new permanent bulkhead at the Lake Shore will be
the same dimension as the existing sea wall, which is approximately 76' long x 5' wide.
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:
This project is to replace a failing sea wall. The existing wall consisting of railroad ties has begun to deteriorate and rot.
If this wall is not repaired/replaced, it will eventually deteriorate into the lake and release the soils retained behind it.
The new permanent bulkhead will be placed on an adequate stone foundation and will use a 60" broad concrete base layer to better distribute the weight
of the wall to the earth. #57 stone backfill is
being used to allow ground water to slowly pass thru the wall and enter the lake. A filter fabric is being used to separate the retained earth from the #57
drainage stone and minimize passage of sediment.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
A temporary cofferdam is being utilized to allow the work to be accomplished' in the dry. The Cofferdam will not have its own foundation, as to prevent
any additional disturbance to the lakebed. The cofferdam will ultimately sit on the bottom of the lake. A skimmer (Faircloth style) is being used to allow
sediment to drop to the bottom of the work basin. This draws cleanest water from the surface. In addition, a precast concrete wall design is being used to
accelerate the project schedule and minimize the time during which the construction site is exposed severe weather. It's also providing a more stable
base for the new bulkhead. The temporary cofferdam will utilize 0.05 acres of temporary fill material, that will be removed from the site once the project
is completed.
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 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.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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
If no, explain why:
Based off the NC Riparian Buffer Protection rules, the work being completed is not within the protect riparian buffer areas.
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 No
Comments:
To look up low density requirement click here 15A NCAC 02H .1003(2).
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes 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 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)7 *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
Project is replacing an already existing bulkhead.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
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?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
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?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes 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.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
DEQ
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
Yes
No Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
DEQ
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?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
http://gis.ncdcr.gov/hpoweb/
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:
Certification of no -rise impact by professional engineer
8c. What source(s) did you use to make the floodplain determination?*
FEMA and https://msc.fema.gov/portal/search
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
File must be PDF or KMZ
Comments
The new permanent bulkhead will be replacing an existing deteriorating bulkhead. The new permanent bulkhead will have the same dimensions and in the same location as the existing.
There is a "water feature" inland that will be using the same wall construction as the new bulkhead but will not affect the structural integrity of the bulkhead at the lake shore, or negatively
affect the lake waters.
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:
Emma Joyner
Signature
essceet.a.07.aymmt
Date
2/1/2023

DESIGN BY:
NOTES: GENERAL
1. THIS IS NOT A SURVEY AND ALL DIMENSIONS ARE
APPROXIMATE. EXACT LOCATIONS SHOULD BE PROVIDED BY A
LICENSED SURVEYOR.
2. ADHERENCE TO EASEMENTS OR OTHER RESTRICTIONS IS THE
RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR.
CONTACT A LICENSED LAND SURVEYOR FOR ANY POSSIBLE
RESTRICTIONS ON LAND USE.
3. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS
4. PIN #: 8523-00-1522-000
5. CALCULATED ACREAGE IS 0.631
6. ANY UTILITY LOCATIONS ARE APPROXIMATE
COLD MOUNTAIN R
W
0
0
A
0
w
w
AERIAL VIEW
HOUSE (EXISTING)
BOATHOUSE (EXISTING)
EXISTING, SEA—WALL
— TO BE REPLACED
HOME ,(EXISTING)
HALT DRIVEWAY
PA
G
HOME (EXISTING)
VICINITY MAP
BOATHOUSE
(EXISTING)
1615 COLD MOUNTAIN RD
LAKE TOXAWAY, NC
28747
N
S
LAKE TOXAWAY
SURFACE ELEVATION
—3012
XISTING DOCK TO
BE REMOVED
E
HWY 281 SOUTH
TOWARD HWY 64
HWY 281
NORTH
TOWARD
OLD
MOUNTAIN
RD
S
_AT
DRAWN BY:
JOY\ =R
DATE:
31-JA\-2023
PROJECT NO.
22-
26
DRAWING:
22-
26-001
REV.
,$ sic** 11 /%
•a. SEAL =
043931 •_
-� FNGINE•.
SCALE: APPROX.
1" = 20'-0"
(f)
0
n
0
0
(7
Engineering of Brevard, PLLC
PO Box 202
Brevard, NC 28712
Design Professional:
Scott Latell, PE #043931
[phone]
[e-mail]

DESIGN BY:
NOTES: GENERAL
1. THIS IS NOT A SURVEY AND ALL DIMENSIONS ARE
APPROXIMATE. EXACT U3CAll(JNS SHOULD BE PROVIDED BY
LICENSED SURVEYOR.
2. ADHERENCE TO EASEMENTS OR OTHER RESTRICTIONS IS THE
RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR.
CONTACT A LICENSED LAND SURVEYOR FOR ANY POSSIBLE
RESTRICTIONS ON LAND USE.
3. ALL DISTANCES ARE HORIZONTAL MEASUREMENTS
4. PIN 8523-00-1522-000
5. CALCULATED ACREAGE IS 0.831
G. ANY UTILITY LOCATIONS ARE APPROXIMATE
PROJECT NARRATIVE
Purpose ofthe Project: The home located otI6l5Cold Mountain Rdblocated onthe
shore of Lake ToxawoyinTransylvania County, NC. Like most ofthe Lake front
properties, the shore is lined with a sea wall or bulkhead. A 76 ft length of sea wall is
showing signs offailure. The purpose ofthe project jstoremnmveandnepkamathisvveU
with something that |smore stable.
Site Description: The home located at1615Cold Mountain Rdislocated onthe shore of
LeheTonavvoy in Transylvania County, NC Like most of the Lake front properties, the
shore islined with anexisting sea wall.
The construction area is a small footprint, -2,000 sq ft in the backyard of the home.
Access will be from the driveway on Cold Mountain Rd and around the side of the home.
Planned Erosion and Sedimentation Control Practices: During construction Erosion on
the site will be controlled by Silt Fence at the top of the Lake shore. In addition, the
construction will be scheduled to minimize the time of exposure. Work will not
commence until all materials are on -site or readily available to complete the removal and
replacement ofthe wall.
Maintenance Plan: All sedimentation and erosion control features will bechecked for
stability following major,run-off producing rainfalls. Any needed repairs will bamade
immediately.
Sedimentation will be removed from any settling areas. Newly seeded ormulched areas
will be repaired as necessary to maintain vegetated or rock cover on all cut or fill.
,Skimmer shown in
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5.
Obtain aUnecessary Pennhsfor raqu�edvvork
Conduct on -site, pre -construction meeting
The existing vvooddock istoberemnoved
Establish aBennh-K�arkelevation ons�aand non�rmnLake xVatep|eve|.
Coffer Dann(precast concrete /�vvatarproofliner) tobeplaced approx(nlatek/4ftbeyond the
existing bu|khead/saa-xvo||,and 4ftbeyond atthe tvvoside ofthe construction area. An
excavator placed onthe shore xvU|bmused.
VV�hcoffer dannand xvaterproo�nginplace, the xvateristobepurnpout xv�huse ofakinonner
/Foirc|othstyle) todravvfronnxvatersu�aca.VVatorxvi||bepumnpedback into the lake.
Install uUtfencing and any other erosion control mneaourey
8. Once the coffardamnbasin has been drained and general vvgterseal the existing
bulkhead/sea-wall is to be removed by an excavator
VV�hthe ex�tingbu| Uendenyfoundetkznre the area btobeexcavated
to~10"be|oxxbottonnofnavvbulkhead.
Anon-vvoven��erfabric vvU|beplaced inthe excavated trench, and ~G"of#S7stone base ~6
ftvvideistobeplaced aathe nevvfoundation
Pre -cast /Redi-Rockstyle) blocks are tobeplaced byonexcavator above the nem/stone
foundation. All blocks tobeleveled and p|unobed.
The top course ofpre-cast block vvU|stop 3'-6"be|ovvthe standard lake yu�aoe.
13. The final ~1'2ftofbulkhead vvaUwiUcons�tofnatural bouk�ers |bs)and anatural
stone cap
14. The non -woven filter fabric will be layed against the exposed earthen bank and the new
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The filter fabric will be cut off nearthe surface
16. Arip rap orr�errock protection mnat(arnoorstone) (attemnpttore-use rock) will be
placed onthe lake �ooratthe base ofthe nevvbulkhead vxeU
17. VVoterxvi||bea||ovvedtorm-Ooodthe vvorharea
18. The coffer dann|mtoberennovedb»the excavator
19. All fencing iatobevennovedand the area above the nevvbulkhead vvaU�tobo�-|andyraped
vv�hnatural rocks and indigenous vegetation. Grasses vv�hinthe ��t4ftofthe nevvvvaUare
tobeavoided
Job Complete
15.
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Construction:
1. Construct the sediment barrier ofstandard strength #rextra strength synthetic filter fabrics. '
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may
impound volumes ofwater sufficient to cause failure ofthe structure)
3. Construct the filter fabric from a continuous roll cut tothe length ofthe barrier to avoid joints. When joints are
necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap hJthe next post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts. Extend the
wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the
fence post. Wire orplastic zip ties should have aminimum 5Opound tensile strength.
5. When awire mesh support fence igused, space posts amaximum of8feet apart. Supports should hedriven securely
into the ground aminimum of24inches.
8. Extra strength filter fabric with O foot post spacing does not require awire mesh support fence. Securely fasten the
filter fabric directly toposts. Wi[eo[plastic zip ties should have aminimum of5Opound tensile strength.
7. Excavate the trench approximately 4inches wide and 8inches deep along the proposed line ofthe posts and upo|ope
from the barrier.
8. Place 12inches offabric along the bottom and side ofthe trench.
8. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to
silt fence performance.
10. Do not attach filter fabric toexisting trees.
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ilfer Fabric
r8adckf.i1ol trench
rnpact
thoroughly
Upslope
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Maintenance:
1. Inspect sediment fences at least once aweek and after each 1
inch orgreater rainfall. Make any required repairs immediately.
2. Should the fabric ofosediment fence collapse, tear,
decompose, o[become ineffective, replace itpromptly.
3. Remove sediment deposits a$necessary toprovide adequate
storage volume for the next rain and reduce pressure oOthe
fence. Take care to avoid undermining the fence during
c|eanouts.
4. Remove all fencing materials and unstable sediment deposits
and bring the area tograde and stabilize it after the contributing
drainage area has been properly stabilized.
WATER
FEATURE
BOATHOUSE
(EXISTING)
LAKE T0XAWAY
SURFACE ELEVATION
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Engineering of Brevord. PL[C
PO Box 202
Brmvord, NC 28712
Design Professional:
Scott LuteA|' PE #043931
553-8S7S
_
- R

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO.
(4)
PLAN P10. _., — PARCEL ID:
STREET ADDRESS: 1 �l�'� -.J CO4dIMpOuTh: tf 1 kid"\(�
Please print:
Property Owner: e_r5a.-
Property Owner:
t52i-OQ 0
The undersigned, registered property owners of the above noted property, do hereby authorize
NEr
(Contractor / Agent)
MyiMi 1"f
weyAee.ci:‘1\ DC Vec)c votircil •r\i"71i-C
(Name of consulting firhi
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
310 1� -s 1, e... t 1
Telephone: .3 "., �-7 -o if 21
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authbrized Signature
Date:667 ocifT•F\
Authorized Signature
gate:

\
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--Design changes must be reviewed by The-residential`designer (RQss Landscape
Architecture) and approved by the owner. DIMEN,SIONAND SQUARE FOOTAGES
ARE APR\ROXIMATE AND MAY VARY WITH ACTUAL CONSTRUCTION. Any u§,e
\\ of the plans; or\modifications.Of the plans, by designers; builder's\or others is done �t
't.heir own risk. Owner should hive the plans reviewed by a local professional architect
or\engineer before the start of contruction. The information contained within`the
construction documents is intended to depict design and basic coristruction detailing.
It is the builder's re§ponsibility to provide standard construction details and practices
which will result in astructurally sound and Weptherproof finished (ro tt.
-SEPTIC TANK'CItt-
\ - &CONTROL BOX
REVISIONS BY
10 SEPT 2021
HPR
22 OCT 2021
HPR
25 OCT 2021
HPR
26 OCT 2021
HPR
28 OCT 2021
HPR
01 NOV 2021
HPR
16 DEC 2021
HPR
14 JAN 2022
HPR
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CHECKED
HPR
AT
12 JAN
E 2017
SCALE
1" = 10'-0"
JOB NO.
2016-10-11
sP-1
SHEET
1 OF 1

Names
Hydrography
Contours
Boundaries
USGS U.S. DEPARTMENT
U.S. GEOL GIICAL SURVEY
OF THE ERIOR
science fora changing world
-83.0000°
35.2500°
3902000m N
01
LV
00
LU
99
98
97
96
95
94
93
92
91
90
89
35.1250 18
-83.0000°
319000m E
19
20
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery
Roads
Roads within US Forest Service Lands FSTopo Data
with limited Forest Service updates, 2012
GNIS, 1980 - 2018
National Hydrography Dataset, 2002 - 2019
National Elevation Dataset, 2008
Multiple sources; see metadata file 2017 - 2018
Wetlands
FWS National Wetlands Inventory 1986
1990
20
21
21
MN
6°27"
115 MILS
1°7"
20 MILS
NAIP, June 2016 - November 2016
U.S. Census Bureau, Not Available UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
100,000 - m Square ID
LV
LU
to
Grid Zone Designation
17S
22
22
0.5
23
The National Map
E US Topo
Tanase Ridge'-
_�
23
24
SCALE 1:24 000
0 KILOMETERS
1
24
25
600%c,kyface M
2
1000
1 0.5
500
0
METERS
0
1000
25
2000
1000
0 1000 2000
MILES
3000 4000 5000
FEET
6000 7000 8000
CONTOUR INTERVAL 40 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
9000 10000
26
26
NORTH
�tiCAROLINA
QUADRANGLE LOCATION
1
2
3
4
5
6
7
8
ADJOINING QUADRANGLES
1 Tuckasegee
2 Sam Knob
3 Shining Rock
4 Big Ridge
5 Rosman
6 Cashiers
7 Reid
8 Eastatoe Gap
27
27
Expressway
LAKE TOXAWAY QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
28
28
ROAD CLASSIFICATION
Secondary Hwy
Ramp
• Interstate Route
FS Primary Route
Local Connector
Local Road
4WD
T3 US Route
l I FS Passenger
Route
29
OState Route
FS High
Clearance Route
Check with local Forest Service unit
for current travel conditions and restrictions.
LAKE TOXAWAY, NC
2019
-82.8750°
35.2500°
02
01
LV
00
LU
99
98
97
96
95
94
93
92
91
90
3889000mN
329000mE
-82.8750°
35.1250°