WQ0005603_Application_20191202

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 09-19
This form is for renewal without modification for all non -discharge system permits, except Residuals Management and Single -
Family Residence Wastewater Irrigation System permits.
For more information, visit the Water Quality Permitting Section's Non -Discharge Branch 6Vebsite.
I. PERMITTEE INFORMATION:
1. Permittec: Coats American, Inc,
2. Signature authority's name: Michael Cothran per 15A NCAC 02T .0106(b) Title: Director of Manufacturing
Primary Telephone number: [phone] Office
Email Address: [e-mail]
3. Permittee's mailing address: 630 American Thread Road
City: Marion State: NC Zip: 28752
4. Billing address (if different from above): Same
City: State: Zip: -
Secondary number: [phone] Cell
5. Contact person's name (if different from signature authority): Todd Wegenast Title: Environmental Compliance Manager
Primary Telephone number: [phone] ext 3316 Office Secondary number: [phone] Cell
Email Address: todd.weeenast a,coats.com
H. PERMIT INFORMATION:
1. Existing permit number: WQ0005603
2. Has the facility been constructed? ® Yes or ❑ No
If yes, has the facility been constructed in accordance with the permit and the Division -approved plans and specifications?
[15A NCAC 02T .0110] ® Yes or ❑ No
If no, a formal permit modification request shall be submitted to the Division.
3. Has any of the property ownership within the facility and/or disposal area changed from what is indicated in the current permit
(Attachment B — disposal field owner/lessee)? ❑ Yes or ® No
Has the Permittee had a name change or has the permit changed ownership? ❑ Yes or ® No
If yes to either, a permit modification request shall be submitted to the Division. [15A NCAC 02T .0105]
4. Is this facility a Privately -Owned Public Utility? ❑ Yes or ®No
If yes, provide two copies of the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission
demonstrating the Applicant is authorized to hold the utility franchise. [15A NCAC 02T .0115(a)(1)]
5. Is the Permittee a Home/Property Owners' Associations or Developers of lots to be sold? ❑ Yes or ® No
If yes, provide the following:
• For Home/Property Owners' Associations — Operational Agreement (FORM: HOA) and a copy of the proposed or
approved Articles of Incorporation, Declarations, and By-laws [15A NCAC_ 02T .0115(c)]
• For Developers of lots to be sold— Operational Agreement (FORM: DEV) 115A NCAC 02T .0115(b)]
FORM: NDSR 09-I9 Page 1 of 4

State of North Carolina
DWR
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
NON-DISCIIARGE SYSTEM RENEWAL
FORM: NDSR 09-19
6. Does the facility treat and dispose of industrial wastewater? If yes, complete items below. If no, skip to the next section.
Provide a detailed industrial process description including:
• An overview of the manufacturing process
• An inventory of all materials used for manufacture, including chemicals and biological matter
• An overview of cleaning and treatment methodology, including an inventory of treatment materials and compounds
Indicate the approximate percentage of wastewater makeup:
Industrial:95% Domestic:1% Stormwater:4%
Has the nature of wastes (e.g., change in industrial processes, introduction of new materials or chemicals, etc.) described in the
approved permit application(s) changed'? ❑ Yes or ® No
If yes, a permit modification request shall be submitted to the Division. FG.S. 141-215.1(d)l
III. SITE MAP:
1. Provide an updated site map in accordance with 15A NCAC 02T .0105(d) that shows the following:
The site map is not required to be signed or sealed by a Professional Engineer. However, the map must indicate the source of
information. For example, parcel Iines taken from a county GIS map should reference the GIS website.
❑ Legend, north arrow, scale, and legible in black and white
❑ Topographic contour intervals not exceeding 10 feet or 25 percent of total site relief
❑ Soil mapping units on all disposal sites
❑ All facility -related structures and fences within the treatment, storage, and disposal areas
❑ All habitable residences and places of assembly within 500 feet of all treatment, storage, and irrigations sites
❑ Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, ditches, and other surface
drainage features within 500 feet of all waste treatment, storage, and disposal site(s)
❑ Latitude and longitude coordinates of all monitoring wells (decimal degrees to 6 digits)
❑ Location and identification of major components of the waste disposal system
❑ The wetted perimeter of all irrigation fields with field names (named according to the approved permit)
❑ Location and ownership of property boundaries within 500 feet of the disposal area (including road/rail right-of-ways)
❑ The delineation of compliance and review boundaries
❑ Distance measurements verifying all setbacks are being met
❑ Stormwater drainage controls
❑ 100-year floodplain (if applicable)
❑ For reclaimed water generation permits only, provide a separate map showing all distribution lines and utilization permit
locations that are connected to the water generation facility and are permitted by the Non -Discharge Branch (excludes
Local Program permitted facilities). Include all reclaimed water distribution line and reclaimed water utilization permit
numbers.
FORM: NDSR 09-19 Page 2 of 4

DWR
Division of Water Resources
IV. GROUNDWATER MONITORING WELLS
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 09-19
1. Does the facility have a proposed or existing groundwater monitoring well network? ® Yes or ❑ No
If no, skip to next section.
If yes, complete the following table (NOTE —This table may be expanded for additional wells):
Well Name
Status
Latitude 8
Longitude B
Gradient
Location
MW 10
Active
35.7890130
-82.024331 °
Up Gradient
Outside Compliance
Bounda
MW16
Active
35.7905730
-82.0240160
Down Gradient
Outside Compliance
Bound
MW 17
Active
35.7909210
-82.024396"
Down Gradient
Outside Cain liance
Boundary
MW 2
Inactive
35.7870050
-82.0265050
Up Gradient
Outside Compliance
Roundary
MW11R
Inactive
35,7880060
-82.0258940
Down Gradient
Outside Compliance
Bounda
MW12
Inactive
35.792558"
-82.021232°
Cross Gradient
Outside Compliance
Bounda
MW13
Inactive
35.7916000
-82.0214360
Cross Gradient
Outside Compliance
Boundary
MW14
Inactive
35.790756°
-82.022208°
Cross Gradient
Outside Compliance
Bound
MW15
Inactive
35.790418°
-82.024036"
Select
Outside Compliance
Boundary
Select
- °
Select
Select
a. Coordinates must be in NAD83 and have 6 decimal degrees
V. SETBACK WAIVERS, EASEMENTS, AND LEASES:
1. Does the permit have any setback waivers, easements, or leases? ❑ Yes or ® No
If yes, provide copies of all documents and complete the table below:
Document
Type
Grantor or
Parcel No.
Grantee
Expiration
Date
County
Registered
Deed
Book
Deed Page
Document
Description a
Select
Select
Select
Select
Select
Select
Select
a. The document description shall list any reduced setbacks with distance, etc.
2. For reclaimed water utilization permits only:
Is reclaimed water utilized on property not controlled by the generator? ❑ Yes or ® No
FORM: NDSR 09-19 Page 3 of 4

State of North Carolina
DWR
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
NON -DISCHARGE SYSTEM RENEWAL
FORM: NDSR 09-19
A lease, easement, or agreement must be provided allowing for the utilization of reclaimed water on the property or within the
facility. For irrigation of reclaimed water, an easement is required per 15A NCAC 02U .0501(6}. All documents shall be listed
in the table above.
VI. RELATED PERMITS
1. If this permit has interactions with other wastewater permits (collection systems, NPDES, etc.), complete the table below
(provide additional pages if necessary):
Permit Type
Permit No.
Description
NPDES
NC0004243
Permit to discharge wastewater from the facility
General Permit
NCG17000/ Certificate
NPDES
Of Coverage
Permit to discharge stormwater from the facility
NCG 170269
2. Does the facility have an approved flow reduction 115A NCAC 02T .0114(fl]? ❑ Yes or ®No
If yes, attach the measured monthly average amount of wastewater flow contributed per unit for the 12 months prior to permit
renewal. If any of these monthly averages are within 20% of the approved value, the Permittee shall provide a reevaluation of
the reduced flow value using the methodology applied to the original flow reduction application. Also, attach a copy of the
flow reduction approval letter.
APPLICANT'S CERTIFICATION 15A NCAC 02T .0106(b)
I, Michael Cothran, attest that this renewal application has been reviewed by me, and is accurate and complete to the best of my
knowledge. I understand that any unauthorized discharge of wastewater from this non -discharge system to surface waters or the land
may result in an enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim
against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application are not completed, this application may be returned to me as incomplete. I further certify that the Applicant or any parent,
subsidiary, or other affiliate of the Applicant has not been convicted of an environmental crime, has not abandoned a wastewater facility
without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant
with any active compliance schedule, and does not have any overdue annual fees.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation. The Applicant's Certification shall be signed in accordance with
15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person maybe designated as the signing official if a delegation
letter is provided fro�a perr n t!Uhe criteria in 15A NCAC 02T .0106(b)
Signature: Date: / / 30
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE BRANCH
By U.S. Postal Service: By Courier: By Email:
Non -Discharge Branch Non -Discharge Branch — Archdale 942W Nan-Discharge.ReportsCcr nedenr.g_o_v
1617 Mail Service Center 512 N. Salisbury St.
Raleigh, NC 27699-1617 Raleigh, NC 27604
TELEPHONE NUMBER: [phone]
FORM: NDSR 09-19 Page 4 of 4

ROY COOPER
xa >1MICHAEL
S. REGAN
n
Sreniary
LINDA CULPEPPER
Dfrraor
NORTH CAROLINA
Envtronmental Quality
Division of Water Resources
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To Whom It May Concern:
November 20, 2019
Subject: Signature Authority Designation
As an appropriate signing official for Coats American, Inc. (city/town/ county or business name) as
designated by 15A NCAC 2T .0106, I hereby delegate authority to sign and certify all permit
applications, reports or other permit related documents to the following staff for the following permit
types sewer, spray, land application) and/or permit numbers:
Person
Permit Type
Position
Currently in
or Permit
Position
Number
Environmental
Todd Wegenast
WQ0005603
Compliance Manager
Facilities Engineering
John Moss
WQ0005603
Manager
If you have any questions, please contact me at the following:
Permittee/Applicant name (please print): Michael Cothran
Title: Director of Manufacturing
Complete mailing address: 630 American Thread Road
City: Marion State: NC Zip: 28752
Telephone number: [phone] Facsimile number:
signature
North Carolina department of Environmentai Quality I Division of Water Resources I Non -Discharge Branch
512 North Salisbury Street 1617 Mail Service Center 1 Raleigh, North Carolina 27699-1617
919. 70 7.3654

Coats American- Sevier Facility (Coats)
The Coats facility is a specialty textile manufacturing facility producing sewing thread for commercial
applications. Coats has operated the facility since 1991. Prior to this time the facility was operated by
American Thread. During the past several years the physical plant has been mostly reorganized, but the
site operations and the use of significant materials has not varied significantly. Processes performed at
the facility include textile thread spinning and twisting, bonding, dyeing and finishing, and related
maintenance work. Operations are conducted under Standard Industrial Classification (SIC) Codes 2281
—Yarn Spinning Mill, and 2269 — Finishers of Textiles.
Raw materials (acrylic and cotton fiber yarns, dye products (acids, dispersions, and related chemicals),
finishes (water -based urethanes, waxes, and silicones) salt, and lubricating oils, are received at the
receiving docks on the west and south side of the facility. Materials are offloaded and stored indoors or
in bulk storage tanks on the south side of the facility. Finished products are loaded onto trucks and
shipped from the shipping docks located on the east side of the facility.
Coats operates a wastewater treatment facility that operates under NPDES Permit Number NC0004243,
effective 1-December-2017 and expiration date 31-December-2021. The treatment facility consists of
an influent equalization basin, aeration basin, two clarifiers with return sludge pumps, polishing pond
(not currently in use), chlorination tank and dichlorination, final aeration pond, and a flow meter. The
facility has a permitted capacity of 2 million gallons per day and discharges to the North Fork of the
Catawba River.
A chemical inventory for the facility is maintained and a copy is provided along with the permit renewal
documents.

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SITE LOCATION MAP Figure
ERM NC, Inc. COATS - 630 AMERICAN THREAD ROAD
Eglyj MARION, NORTH CAROLINA

NO. I DATE I APPR.
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BULK SE LUBE STORAGE AREA
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DRAWN BY PROJECT ENGINEER SCALE DATE
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DESIGN ENGINEER PROJECT MANAGER ERM PROJECT NO. AutoCAD 2002
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SHEET 1 OF 1

APPROXIMATE LOCATION
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THE REMAINDER OF THE PROPERTY
OF
COATS AMERICAN, INC.
a.k.a. AMERICAN THREAD / Sevier Plant Site
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Station: SEVIER
*********************** PRELIMINARY POSITION ***********************
************** NAD 83 POSITION UPGRADED TO FIRST ORDER *************
NAD 83 => LATITUDE = 35 47 20.60612 LONGITUDE = 82 01 47.30470
SPC 83 => NORTHING = 230375.845 Meters EASTING = 335762.410 Meters
NAD 27 => LATITUDE = LONGITUDE =
SPC 27 => NORTH(Y) = Feet EAST(X) = Feet
NAD83 CONVERGENCE (0) = -1 44 55.37 NAD83 SCALE FACTOR = 0.9999164
ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM
425.625 meters (BM) TO COMPUTE GEOID HEIGHT
PID = AE7892
STATION IS LOCATED IN NORTHEAST WOODLAWN, AND 11.7 KM
(7.25 MI) NORTH OF MARION, AT THE AMERICAN THREAD SEVIER PLANT.
$ ALONG SR 1556 (AMERICAN THREAD ROAD) FOR 1 KM (0.60 MI) EAST
FROM US 221 AND NC 226 TO THE AMERICAN THREAD PLANT, IN GRASSY
AREA ON WEST SIDE OF THE CIRCULAR DRIVE TO PLANT ENTRANCE, AND
ABOUT 300 FEET (91.4 M) NORTHEAST OF THE NORTHWEST CORNER OF
THE PLANT. $ MARK IS FLUSH WITH GROUND AND 1-FOOT LOWER THAN
ROAD. LOCATED 5.55 M (18.21 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE
OF SR 1556, 53.95 M (177.00 FT) WEST-SOUTHWEST FROM THE CENTERLINE
OF THE WESTMOST CIRCLE DRIVE TO OFFICE ENTRANCE, 34.08 M (111.81
FT) WEST FROM THE CENTER OF AN IRON DRAINAGE GRATE, 13.66 M
(44.82 FT) NORTH FROM A METAL LIGHT POST, 16.40 M (53.81 FT)
NORTH-NORTHWEST FROM A CONCRETE PARKING LOT CURB, AND 21.34
M (70.01 FT) NORTH-NORTHEAST FROM THE CENTER OF AN IRON DRAINAGE
GRATE IN PARKING LOT.
........................... RECOVERY TEXT ............................
RECOVERED AS DESCRIBED.
........................... RECOVERY TEXT ............................
Last Recovery: 96 GOOD
NOTES:
NO NORTH CAROLINA GEODETIC CONTROL FOUND WITHIN 2,000 FEET OF SUBJECT
PROPERTYAT TIME OF SURVEY
ALL AREAS ARE DERIVED FROM COORDINATE COMPUTATIONS AND ARE ROUNDED
TO THE VALUE EXPRESSED
PROPERTY IS SUBJECT TO ANY RIGHTS OF WAY, EASEMENTS OF RECORD, OR
RESTRICTIVE COVENANTS
NO TITLE SEARCH CONDUCTED AT TIME OF SURVEY
THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF NOR TO THE
BOUNDARIES SHOWN HEREON
USERS OF THIS PLAT SHOULD OBTAIN A CURRENT LEGAL TITLE OPINION TO
OWNERSHIP TO THE BOUNDARIES
NO LOCATION OF UNDERGROUND UTILITIES LOCATED AT TIME OF SURVEY OTHER
THAN SHOWN HEREON
I ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES
BOUNDARIES OF NEW TRACT SHOWN HEREON WERE TAKEN FROM ENGINEERING
PLAN PREPARED FOR COATS AMERICA AND REVIEWED BY PLANT ENGINEER
I REFERENCE - MAP BOOK 3, PAGE 38 FOR AMERICAN THREAD, CO. MAP BOOK 5,
PAGE 66 FOR AMERICAN THREAD COMPANY
EXISTING IRON PIPES INDICATED HEREON ARE FROM PREVIOUS UNRECORDED SURVEYS
I POSITION OF SOILISEDIMENT SAMPLING LOCATIONS APPROXIMATED PER ENGINEERING PLAN
POSITION OF SOIL/SEDIMENT SAMPLING SED-1 IS 253' NORTH OF POWER LINE
INTERSECTION AND THE SOUTHERN BOUNDARY LINE PASSES THROUGH ELEVATION 1404.13.
BOTH POSITIONS AS DIRECTED BY MIKE BELL EMAIL DATED OCTOBER 16, 2002
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Deed Book 632 Page 603
See Unrecorded Survey And Plat By
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Dated February 10, 1988
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lZ) _ \ elephone CP �\e�/ PP #t4 / n 96 ��, �, . 1 / F ` e
\� \\ \ Pedestal het // lY -+Concrete Outflow \ 2,p aye 9 �\ e'oe,,a
❑ / \� 7 xptiC0 / / _ \` e sego °�\
6' Concrete Lid \\ +� g5° A6 ♦ / / ` ^ / ,�/
Electric Meter \\\ \ s�o � �p� PP � �� Q�� / //,' /'' Zp^ GIP Walarinfl�entlrne � � \ \\ ''
Oro. �/�, PP/REMCO4
_ _ 9e `/� Existing Concrete Monumen Q� °r0 -1 7/ 094
\\ \\ 7C U° bah / - 1 \ 1006tov, GreeK MH Top=1369.47'C X\ �7 //6 '
Valve and Switch,,,°,. s'c. 0
e \ \ 03 O /, / z (Abandoned)
�C \ \ Q �f / PP/REMCO O o'oy
PP/REMCOtr+y°9 c
J y / Existin Concrete Monumen
WV ✓OrycretePaU 9
O
C.I. Valve / \ ' N� H
Water Level I
/ xt` 1374.4 Ft. ver
7 /
\ gel ° lop Of / Edge Of Ri
\`'egg° y�. / ° ode G / \ \ \ - / an,
P
N6 $p1 t`yCo
Q°\, / OJ� I pAH� I I,/ 29 \ MQ Edge Of River N
arc / PIP / // / I // , Good Road
en �/ / 1 ad
10o\ Jg�e / / I /�/ I 19' Pavement
oaa ytiea / / 3/4" Existing Iron Pipe
`� / (Disturbed)
Bad / / / J I I NCDOT Right-of-way (Fee)
art ot,/ � , Holding / m° I 0 13' West Of Property Line
O �j ter/ Pond
e�\Ga PP gc/ Holding / Water Elevation
y / Pond
Water Elevation 1378.0 ft. / / ! I
1376.2 ft.
,vge-Ge PP / /
/ /A
I iv 2
vJ INt
NCDOT Right-of-way (Fee) o
rn
v
0
N N
o �
�a
a
^lit
/(Vinyl Sided
Building
Holding
o / gc Q
\ / Pond / Pp ay I I 1" Existing Iron Pipe �` \ / Water Elevation°o
01,
\ / 1378.0 ft. / N
PCRcrete
P 6'
Lid /
10" Electric Meter r
Wall Inset �(/
{
Concrete Monument 111.26'
\ act\\ r- S 86°23'48" W
` S 83°45'21 W Te only
821 76'
LINE
BEARING
DISTANCE
L1
N 54°58'00" E
35.66'
L2
N 39°49'00" E
170.17'
L3
S 80°46'34" E
16.26'
L4
S 80°46'34" E
69.70'
L5
S 39°49'00" W
205.65'
L6
S 03°52'32" W
35.92'
L7
N 54°38'00" E
10.83'
L8
S 00°25'58" W
15.00'
L9
S 58001'49" E
14.63'
L10
S 31058'11" W
45.00'
L11
N 58°01'48" W
14.63'
L12
S 54°38'00" W
10.83'
L13
S 87°25'23" W
94.57'
L14
S 54°58'00" W
35.66'
L15
N 35°01'37"IN
60.06'
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
280.63'
1061.37'
15°08'58"
N 47°23'31" E
279.82'
C2
28.24'
1121.37'
1°26'35"
N 40*32'19" E
28.24'
C3
57.06'
70.77'
46°12'01"
N 77°44'00" E
55.53'
C4
81.59,
130.73'
35°45'38"
S 72°30'49" W
80.28'
C5
63.63'
115.93'
31°26'58"
N 73'4518" W
62.84'
C6
82.95'
70.61'
67°18'26"
S 88°19'07" W
78.26'
C7
97.01'
130.77'
42°30'13"
IN 75°53'06" E
94.80'
C8
126.63'
1121.43'
6'28'12"
N 51°43'55" E
126.57'
11 3�,
/ Edge Of Wash / \�` \ \ vw Y`. CQ/ 1 EXISTING
11 / CONCRETE Existing Concrete Monument
I / �' ahC,rn.r Grace G. Smith, Charlotte E. Greenlee
oq \\\ / o
a ° e I I tos. and L.J. Greenlee
/ °` 51nP _ - - y°h9b Deed c 151
Ins o1 slo ° lop \ iD/2 %\� Baez i g.
y
\ ,` m �( Book 299 Pg.
°{5t° \ �` \\ \\ Aoe / I I First Tra t
top / \ P°'% '\`1-� \ F0�` \� \ �``y P // I I
P P .Fv,
a
/
Compliance Boundary Area
o
6 c
o `
V h /
�
\ \
/ \
P #1
THE FOLLOWING HAZARDOUS SUBSTANCES HAVE BEEN DETECTED AT THIS SITE ABOVE
LEVELS ACCEPTABLE FOR UNRESTRICTED USE: GROUND WATER: 1,1-DICHLOROETHENE
tN
p
\
/ Contains 20.61 Acres
\
o^
\%°�
\\ a o
\
I
1
I
Duk 68ower
SOIL:
ARSENIC BIS(2-ETHYLHEXYL)PHTHALATE
BENZO(A)ANTHRACENE CADMIUM
INDENO(1,2,3-CD)PYRENE
4-METHYLPHENOL
\ _ 1 Ash Settling Basin
\�
�Do'd
\ ozl
I
o o
I
�� I
Right -of -Way 1
I
BENZO(A)PYRENE 9H-CARBAZOLE
BENZO(B)FLUORANTHENE DIBENZ(A,H)ANTHRACENE
NAPTHALENE
PHENANTHRENE
BENZO(K)FLUORANTHENE FLUORANTHENE
PYRENE
HAZARDOUS SUBSTANCES HAVE BEEN DETECTED IN THE FORMER MONITORING
WELL GM-4
N
op
00
-fop
/ V r Control Valv. v o�
fur\a / Catch Basin Fire e
OG \ - /
\\ / Catch Basin O 7 \ /
sloe
{e' //P PP Catch Basin -Fire Control Valve a \`q �O of st°% /
dNatUte\Gay°/ / ��00 ` Nr`\'� \ / i /o/ /°of gl P° / / 7pe of sio o
PBuie/yeW / / / o \,(- �\ 1 / / / to
/ / 4r\e(y eto
tch Basin �/ 7� ' i °3 / / / / 1oP ° sto ° oP °f a O\ash l�
/ Je Fire Control Valve v G,
/ etch Basin Fire Control Valve (� 1 O O• \ m / /'
"'PP Ca ch Ba si
sin
\<\O\'\Pg / Caton Ba
MG 0,4e`�e/e/ GS
NG /
I PP / Point A represents NCGS
t monument Sevier" and
I Existing Concrete Monument \ / / 5`°ms° ° has the
foslou4ng
coordNCGS "SEVIER"
Catonsasn y = 230,375.8457n
I X = 335,762.410m
16 / / St�O`s We` NLEV. AD83 = 1398.404'
m N
PAP
Drop Inl CSF = 0.99985484
I
I /
ICOPYRIGHT 0 2016 SUTTLES SURVEYING, P.A.
TAX MAP INFORMATION
SHEET BLOCK LOT TWP No
1705 09-01 1 09
Legend
0 NCDOT Monument Found
O 5/8" Reber Set With NCDOT Cap
Maintenance Limits Right of Way As Per NCDOT
On Sections Of Roadway Without Recorded Right-of-way, The Department Of Transportation
Claims The Area That We Use To Maintain The Road As Right-of-way.
The Maintained Right-of-way Usually Consist Of The Areas Extending From The Edge Of The
Pavement To A Point five (5) Feet Beyond The Ditch Line, Or five (5) Feet Beyond The Shoulder
Point In A Fill Section. This Area May Extend To The Top Of Cut Slopes Or The Bottom Of Fill
Slopes If Necessary To Maintain The Integrity And Safety Of The Roadway. If No Cut Or Fill
Slopes Exist, Then The Maintained Right-of-way Would Extend Approximately Eight (8) Feet
From The Edge Of The Pavement. Also, If There Is A Paved Parking Lot That Is Tied To Our
Paved Road Then We Only Claim Right-of-way To The Edge Of Our Pavement.
Where No Fill Slope Or Ditch Are Present, The Maintenance Limits Should Extend Across
The Property In Line With The Ditch Or Shoulder Preceding And Following The Property.
o Co
/r
U�ackuC\ng �o �` o ��\ f N
m tT
0 1 m t �°a � ii \
a Parking \�
\\ Area \ ,
t \
Valves
�a gi\n4' w/Barrier
... - ---12" CIP Water Influent , t ,C�Polts\ts
\\ ✓
8
\'b,
14" RCP
TEN @ CORNER OF
HEADWALL ADJACENT
TO "H" _
SHAPED POWER POLES ELEV. Comv,.
i
' = 1398.848'
14" RCP
NOTES: ELEVATIONS BASED ON MEAN SEA LEVEL DATUMN NCVD 1929
HORIZONTAL LOCATION BASED ON NCGS SEVIER
Preliminary - Not For Construction,
Conveyance Or Recordation
*� Electrical
Substation
COATS AMERIC
(0 1 00 1
a.k.a AMERICAN THREAD / Sevier Plant Site
COAT NORTH COVE TOWNSHIP - McDOWELL COUNTY -NORTH CAROLINA COAT
PP #135 1
1
�N%-
"THE AMERICAN THREAD
COMPANY, INC."
recorded in
DEED BOOK 105, PAGE 180
AND
DEED BOOK 105, PAGE 186
AND
DEED BOOK 115, PAGE 439
- Name Changed to -
COATS AMERICAN, INC.
at
DEED BOOK 445, PAGE 205
/ PP
enlee
THE LOCATION OF GM-4 DEPICTED HEREON WAS NOT SURVEYED IN THE FIELD AND IS AN
APPROXIMATE LOCATION DERIVED FROM MAP BOOK 5, PAGE 66
A DECLARATION OF PERPETUAL LAND USE RESTRICTIONS IS FILED IN BOOK 720, PAGE 654
IN THE McDOWELL COUNTY REGISTER OF DEEDS' OFFICE
*THESE NOTES PLACED ON PLAT BY REQUEST. SEE LETTER ON FILE DATED 8 NOVEMBER 2002 WRITTEN
BY CHARLOTTE V. JESNECK, HEAD OF INACTIVE HAZARDOUS SITES BRANCH SUPERFUND SECTION,
NCDENR, TO PETER J. McGRATH, Jr OF MOORE & VAN ALLEN IN CHARLOTTE, NC
NORTH CAROLINA,�OWE McLL COUNTY
I, KENNETH D. SUTTLES, P.L.S., CERTIFY THAT UNDER MY DIRECTION
AND SUPERVISION, THIS MAP WAS DRAWN FROM AN ACTUAL FIELD
LAND SURVEY MADE UNDER MY DIRECTION AND SUPERVISION, DEED
DESCRIPTION RECORDED IN (SEE PLA T TO THE LEFT)
THAT THE ERROR OF CLOSURE CALCULATED IS 1 : 10,000+ , THAT
THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES
PLOTTED FROM INFORMATION FOUND IN
(SEE PLAT TO THE LEFT)
THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH THE
STANDARDS OF PRACTICE FOR LAND SURVEYORS IN THE STATE OF
NORTH CAROLINA.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL
THIS 4TH- DAY OF-BEGEMBER-, A.D. 2007.
1st MARCH 2O10
P.L.Sr. No. L-2678
jY O
SEAL
# L-2678 '
8/24/06: (preliminary) revises 10706G-r4 to show ponds and other improvements made.
12/4/07: (final) to show new monitor well location (#15)
3/3/10: created 10706H-r1 to reflect toettop of slope, headwalls, creek, fencing, buildings
between the east end of building and ponds, and lines at 125' and 250' from from toe of slope for
iM%22/2015 - Located Edge Of Water and Top Of Banks On Holding Ponds,
Fence Lines, Sanitary Sewer Manholes, MW#16, MW#17, MIN PZ-1,
Centerline Of Streams, Sludge Beds, Headwalls, Spillway, Overhead
Power Lines, Underground Power (E) Lines, Various Roads And Drives,
Existing Pipes, Telephone Pedestals And Various Valves.
NORTH CAROLINA, McDOWELL COUNTY
I, , REVIEW OFFICER OF
McDOWELL COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE REVIEW OFFICER
NORTH CAROLINA, MCC)OWELL COUNTY
THE FOREGOING CERTIFICATE OF ,
REVIEW OFFICER FOR McDOWELL COUNTY IS CERTIFIED TO BE CORRECT
AND FILED FOR REGISTRATION ON THIS DAY OF , 2006
AT AM/PM IN BOOK ,PAGE
REGISTER OF DEEDS
t\ #131
100 50 0 100 200
Si 1"=100' DRAWN BY: C.GAINES/PS
DATE: 41-f 5j 1/5/10 APPROVED BY- KIDS
Ilimu'D °PXW' Billy, John, P. Benfield, H. Allen, J. McGolliard,
B. Dula, C. Stewart
LEGEND
POINT O MONITOR WELL
NOTE: IRON PIPE SET
wv
THIS IS A REVISION OF THAT SURVEY -0- EXISTING IRON PIPE X WATER VALVE
RECORDED IN MAP BOOK 8, PAGE 61 CONCRETE MONUMENT, GEODETIC MONUMENT
-� P.K. NAIL, RAILROAD SPIKE, COTTON GIN SPIKE
POWER POLE ® MANHOLE
LST Wks LSyurveying, F.J. - - - POWERLINE BURIED ELECTRIC
E °o 40 SOUTH MAIN STREET 419 SOUTH KING STREET 0106-62/06-12
Z' '12o Suite200 COMPUTER Map Room 2 FIELD BOOK 07-13
b MARION, NORTH CAROLINA MORGANTON, NORTH CAROLINA 10706H-r3-2
t` [phone] 28752 (828433-0423 28655 FILE NAME 10706H-r3.dwg MAP FILE No.
Scale - 1"=100' 36x5O