WQCS00158_Historical E-file Scan Up To 11/6/2020

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Robbinsville Permit No. WQ0036826
Project: Ford Street CDBG Water and Sewer Modification Issue Date: 28/01/2014
Complete and submit this form to the permit issuing regional office with the following:
o One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting In non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, It is highly recommended that this certification
be sent In a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, lc�� L1��H Ll-koe,r,- , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursua t to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
`7
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
\ ❑ Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, Wfull time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only: Modification January 28, 2014
Flow from this project is tributary to: NCO025879

FORD STREET AREA
WATER AND SEWER IMPROVEMENTS
GRAHAM COUNTY, NORTH CAROLINA
SM
SCHEDULE OF DRAWINGS
G-001 ..... COVER SHEET
��`' �/� �+/�-ti 1 • 7 ! .. \ �"� f� 4� � �v'.�--�,_..�.• '1.\ �.�' wile �J
G-002 ..... GENERAL NOTES AND LEGENDS
.r, \ ;,' `��, C-101 ..... SEWER LINE 1 - PLAN AND PROFILE
4 owas
.SEWER LINE 1 ¢ o• - , ;,:�; \ - t ..• A , SEWER LINES 2 AND 2A , ����� C-102 ..... SEWER LINE 2 AND 2A - PLAN AND PROFILE
143
BARR
SEWER LINE 3 ■ . �-� - -
• � LIN
C 103 ..... SEWER LINE 3 PLAN AND PROFILE
WATER E
�F� , 5 bsta .,- �- : -- C -104 ..... WATER LINE PLAN
• •
••'�':•'',i ��� Lr . �'� �" C-501 ..... MISCELLANEOUS DETAILS
"r; o � rf --�� • : ;,��� •�,`. ;� ��� ;� � � � Q ,tip . ; -_, • , ) �
}`'�' Jjj t` ` '" �`` ,J !f�'�' �•• •�`; `, rT ���•`�� C-502 .... MISCELLANEOUS DETAILS
1127
TOW_
■p. ,• n�p ��,f� C 503 .... MISCELLANEOUS DETAILS
Z a�
�'' , — ! '„ �:n �� 1 •'�,�, C- C-504 .... MISCELLANEOUS DETAILS
VICINITY MAP NOT TO SCALE C-505 .... MISCELLANEOUS DETAILS
•
RECORD DRAWING
�N CAR
O'
This Drawing has been modified to reflect °°°°°°°
changes made Burin construction based o�°oFEss(o°%
9 9 ; =o Q� 9� o�
A S S O C I A T E ,S upon information provided by the SEAL
Contractor and construction observations 0 029887 0
ENGINEERING • PLANNING • FINANCE made by the Owner's Authorized %/�SFF0'0INEE*;°���;
55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
Representative. pN �;
By jM&&;ki/ Date 10/3/19

EXISTING CONDITIONS LEGEND
TELEPHONE PEDESTAL
°
ELECTRIC PEDESTAL
CABLE TV PEDESTAL
SIGN
UNDERGROUND CABLE TV SIGN
UNDERGROUND FIBER OPTIC CABLE SIGN
UNDERGROUND TELEPHONE CABLE SIGN
UNDERGROUND GAS LINE
SIGN
UNDERGROUND ELECTRIC
LINE SIGN
LIGHT POLE
®
UTILITY POLE
V
GUY WIRE ANCHOR
MANHOLE
SANITARY SEWER MANHOLE
0
STORM DRAIN MANHOLE
0
COMMUNICATION MANHOLE
0
ELECTRICAL MANHOLE
O
JUNCTION BOX
1'
SPIGOT/YARD HYDRANT
O C.O.
SEWER CLEAN -OUT
0 E.SS
ELECTRIC SERVICE STUB -OUT
0 G.SS
GAS SERVICE STUB -OUT
®
CATCH BASIN
®
CURB INLET
0
WATER METER
FIRE HYDRANT
D4
WATER VALVE
Ia BLOW OFF VALV.
BLOW OFF VALVE
b
GAS METER
b
GAS VALVE
D4
IRRIGATION CONTROL VALVE
D4
POST INDICATOR VALVE
®
ELECTRIC JUNCTION BOX
OR OUTLET
x x
x
-o-o-o-o-o-o-o-o-o-o-o-o-o-o-
----s-----s
-----w-----W
-----G-----G-
-- DL ----- DL -----
DL --
-----CTV-----CTV-
CTV
-----FOC-----FOC-
----E-----E
E
E
----T-----T
T
T
----- ROW -----ROW-
0000000000
000000000000000000000000
IPS
RBF
OTIPF
CTIPF
CMU
R/W
C
POB
CID
PB
DB
L
BLDG
CIP
CMP
CONC
CMU
CPP
DIP
E&T
FOC
GIP
O /H
RCP
U /G
VCP
PVC
FIFE
PG
REF
DOT
NGS
NCSP
A
CALCULATED POINT
0
1/2" REBAR SET WITH CAP
®
CONCRETE MONUMENT
®
RIGHT-OF-WAY MONUMENT
®DOT
MON
D.O.T. CONTROL POINT
•RBF
REBAR FOUND
a PK NIL
PK NAIL FOUND / SET
SPINDLE FOUND / SET
0CPHLB
HUB & TACK SET
0
CONTROL POINT NAIL SET / FOUND
®
CP/NL GPS
CONTROL POINT/NAIL SET GPS
0CP/TEMP
CONTROL POINT TEMPORARY MARK
A
STAKE FOUND
40
INTERSTATE HIGHWAY
66
U.S. HIGHWAY
FFE
ELEVATION
FINISHED FLOOR ELEVATION
O MW
MONITORING WELL
•
PIEZOMETER
0
LANDFILL GAS MONITORING PROBE
0
SURFACE WATER SAMPLING LOCATION
6m
LANDFILL GAS VENT
O
LANDFILL GAS COLLECTION WELLHEAD
POTABLE WATER WELL
0
MAILBOX OR PAPER BOX
°PB
POSTAL DROP BOX
.) SAT DISH
SATELLITE DISH
OYARD ORNAMENT
STATUE, BIRD BATHS, ETC.
TREES
0
SHURBS / BUSHES
CULVERT
FENCE
SILT FENCE
GUARD RAIL
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP & TOE LINES
DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT-OF-WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKLINE
STREAM LINE
CENTERLINE ROADS
CENTERLINE OTHER THAN ROADS
SWAM PLINE/WETLANDS
IRON PIN SET
REBAR FOUND
OPEN TOP IRON PIN FOUND
CRIMPED TOP IRON PIN FOUND
CONCRETE MASONRY UNIT
RIGHT OF WAY
CENTERLINE
CURVE (SEE CURVE TABLE)
POINT OF BEGINNING
CALCULATED POINT
PLAT BOOK
DEED BOOK
LINE (SEE LINE TABLE)
BUILDING
CAST IRON PIPE
CORRUGATED METAL PIPE
CONCRETE
CONCRETE MASONRY UNIT
CORRUGATED PLASTIC PIPE
DUCTILE IRON PIPE
ELECTRIC & TELEPHONE
FIBER OPTIC CABLE
GALVANIZED IRON PIPE
OVERHEAD
REINFORCED CONCRETE PIPE
UNDERGROUND
VITRIFIED CLAY PIPE
POLYVINYL CHLORIDE PIPE
FINISHED FLOOR ELEVATION
PAGE
REFERENCE
DEPARTMENT OF TRANSPORTATION
NATIONAL GEODETIC SYRVEY
NORTH CAROLINA STATE PLANE
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
MODIFIED FOR THIS PROJECT
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER
PROTECTION DURING EXCAVATION DETAIL. SEEDING AND MULCHING SHALL BE COMPLETED DAILY IN AREAS
NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5'
FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE
INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN. STREAM
2. - NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
3. - CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
4. - CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
BE CONSTRUCTED AND STABILIZED.
5. - ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
6. - PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
7. - SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
UPON COMPLETION OF SLOPE STABILIZATION.
8 - ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT
CROSSINGS.
9. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH
SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS
KY-31 FESCUE (POA PRATENSIS) 100 LBS
STRAW MULCH 60-80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET (SETARIA ITALICA) 40 LBS
SMALL -STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN (SECASE CEREALE) 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
SERICEA LESPEDEZA 2 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS
GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2"
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM (ANDROPOGAN GERARDII), INDIAN GRASS (SORGASTRUM NUTANS), LITTLE BLUESTEM
(SCHIZACHYRIUM SCOPARIUM), SWITCHGRASS (PANICUM VIRGATUM). 15 LBS/ACRE EACH
AUGUST THRU MAY - GREENRYE (SECALE CEREALE) 25 LBS/ACRE EACH
MAY 1 THRU AUGUST - MILLET (PENNISETUM GLLAUCUM) 25 LBS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILKY WILLOW (SALIX SERICEA), HAZEL ALDER (ALMUS SERRULATA)
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK.
NPDES PERMITS - NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7-DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HQW ZONES)
10. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
11. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
GENERAL SEWER NOTES
REVISION DATE - NOVEMBER 19, 2010
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
GENERAL WATER NOTES
MODIFIED FOR THIS PROJECT
1. ALL CONSTRUCTION OUTSIDE RIGHTS -OF -WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND
TEMPORARY ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE
ORIGINAL SITE, OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE
VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION,
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION
CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS
PERTAINING TO CONSTRUCTION OPERATIONS.
7. WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18"
VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE
DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
9. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
12. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY PART OF A
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO
STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY
AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND THE OWNER.
13. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND
24 HOURS PRIOR TO CONSTRUCTION.
14. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A
WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE
CONTRACTOR'S EXPENSE.
15. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE-LAID AT NO ADDITIONAL COST TO THE
OWNER.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION
AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED
ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION.
A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL
ON THE ROAD SURFACE TO FACILITATE CLEANUP.
SEWER LINE 115' PERMANENT EASEMENT
110' TEMPORARY EASEMENT
TYPICAL EASEMENT INFORMATION
NOTE: UNLESS OTHERWISE NOTED, THE PERMANENT SEWER LINE EASEMENT SHALL BE 7.5' EITHER
SIDE OF SEWER LINE FOR A TOTAL PERMANENT EASEMENT WIDTH OF 15'. AN ADDITIONAL 10' ON
ONE SIDE OF THE PERMANENT EASEMENT SHALL BE TEMPORARY CONSTRUCTION EASEMENT.
RECORD DRAWING
This Drawing has been modified to reflect \. oN CAR0C,
changes made during construction based ` �oFEss/p49°4- ;
upon information provided by the o° e SEAL °
Contractor and construction observations = 029887 °
made by the Owner's Authorized °s' FNGINEE�°°C�
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By ,�� A/L&Uskl/ Date 10/3/19
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S ITARY SEWER TOP MO 98534'
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/ 8" PVC IN I.E.:1979.23' „o �Q \
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EL:1984.81
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SANITARY SEWER MANHOLE
/ TOP EL:1990.23'
�/ CATCH BASIN NO INVERTS SHOT
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O CAR OfK US7UMP \ 0 yyM O n O o �Qd p IGN / / � m N �
o o \ Ooco \ \� o 1 CONNECTED TO EXISTING M wJ "�� GN /�/ �� 70
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GO)'.� i� O N ♦ `RA `♦F 17700cn x porno° l� T7
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SEE OTHER SHEETS.
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SIDEWALK MH �;
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6"X6"X6" TEE, 2-6" GATE
VALVES AND BOXES
WATER TAP (2)
ACROSS FORD ST.
WATER METER, SERVICE AND
PRV PER DETAILS, INCLUDING
TRAFFIC —RATED METER BOX
AND LID, SADDLE AND CORP
STOP. (TYPICAL)
3
w—W W W—
PAVED ROAD
ALL CUTS FOR J" SERVICE LINES UNDER PAVED
ROADS SHALL BE REPAIRED WITH CABC STONE
UNTIL PROJECT IS COMPLETE, THEN A FINAL
2" ASPHALT OVERLAY INSTALLED (TYP)
FIELD LOCATE EXISTING WATER SERVICE
AND RECONNECT WITH NEW J" HDPE
SERVICE LINE WITHIN 5' OF HOUSE (TYP)
NOTES FOR MOBILE HOME PARKS WATER SERVICE INSTALLATIONS:
1. ALL METERS SHALL BE PER SPECIFICATIONS AND DETAIL.
2. ALL METER BOXES AND LIDS SHALL BE TRAFFIC RATED.
3. INSTALL PRV PER DETAIL IN TRAFFIC RATED METER BOX.
PRV SHALL BE BRONZE —BODIED SUITABLE FOR RESIDENTIAL
USE, ACCESSIBLE FOR MAINTENANCE WITHOUT REMOVAL
FROM THE LINE AND ASSE LISTED 1003.
4. FIELD LOCATE ALL EXISTING WATER CONNECTIONS PRIOR
ESTABLISHING METER LOCATION.
5. INSTALL NEW J" SERVICE LINE TO WITHIN 5' OF BUILDING.
6. FIELD LOCATE ALL METERS OUT OF TRAFFIC AND
PARKING AREAS AS MUCH AS POSSIBLE.
7. CONTRACTOR SHALL PLUG AND ABANDON EXISTING WATER
LINE AFTER NEW LINE IS PLACED IN SERVICE.
TYPICAL WATER SERVICE
CONNECTIONS IN MOBILE HOME PARKS
15"
\
I.E.:19899 '
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94
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FIRE HYDRANT
ASSEMBLY,
6" PLUG
6"X6"X6" TEE, 2-6"
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I.E.: .90' ,♦,
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INSTALLED IN TRAFFIC RATED METER I
BOXES AND WATER LINE (TYP). I
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001470525
MAPLE / \� EXISTING WATER /
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ACROSS FORD ST.
6"X6"X6" TEE, 6" GATE ° \ \ i
VALVE AND BOX
FIRE HYDRANT ASSEMBLY \ /
\ \ V
6" DIP CONNECTED TO EXISTING \
6" WATER LINE WITH 6" GATE VALVE \ /
AND BOX AND MJ SLEEVE. �� \ \ \ 566012000002 /
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002000192
SSMHCO
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GRAPHIC SCALE I INCH = 50 FEET
WATER SERVICE NOTES
1. ALL WATER SERVICE LINES J" HDPE PIPE.
2. NEW METERS INSTALLED AT THE EDGE OF PAVED
OR GRAVEL AREAS. ALL WATER METERS HAVE A
PRESSURE REDUCING VALVE INSTALLED IN A
TRAFFIC RATED METER BOX.
3. WATER SERVICE LINES EXTENDED TO LOCATION OF
EXISTING METER OR WITHIN 5' OF HOUSE.
4. WATER LINES SHOWN AS ABANDONED HAVE BEEN
DUG UP AND HAVE PIPES PLUGGED.
RECORD DRAWING
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20' MAX. U.O.N. 2' MAX.
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4" MIN.
I 18" x 18" x 4" CONC. PAD
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m AND PLASTERED ON BOTH EXTERIOR
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SECTION A— A
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REVISION DATE - NOVEMBER 3, 2008
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w ALIGNMENT ON STRAIGHT ALL JOINTS BETWEEN PRECAST SECTIONS
FLOW FLOW
4" SCH. 40 PVC OR 0
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D.I.P.
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m SIDE OF MANHOLE. (USE SHALL BE SEALED WITH AN APPROVED
RUBBER BOOT STANDARD STEPS AS BITUMINOUS SEALANT OR GASKET AND
_ _ _
5"
W/ S.S. SHOWN THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
INTERIOR JOINTS PLASTERED WITH
MORTAR.
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CONSTRUCT SMOOTH FLOW INVERT BETWEEN
HORIZONTAL AND VERTICAL LOCATION
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\\ 1" MIN. SERVICE WITH TRANSITION COUPLING
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IS FOR CENTERLINE OF MANHOLE AND
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UREQUIO
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ALL INTERSECTING PIPES.
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1 2" MIN.
/
VALVES SHALL BE INSTALLED ON
\\ PORTION OF LATERAL TO BE
—T--
I P `- j
CONSTRUCTSMOOTH
UNDISTURBED EARTH MAINTAINED BY PROPERTY OWNEER.
PROPOSED I PROPOSED
L '-" WATERTIGHT SEAL WITH APPROVED
MATERIAL WATERTIGHT SEAL WITH
FLOW INVERT
DUCTILE IRON I PVC PIPE
. APPROVED MATERIAL
BARREL OF PIPE SHALL REST
PROVIDE STONE ON UNDISTURBED SOIL
PIPE I
— --
RUBBER
BOOT
BEDDING UNDER WYE
AND BEND FULL LENGTH OF SERVICE TRENCH
SHALL BE COMPACTED IN 6" LIFTS
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MANHOLE BASE SHALL :7z
PLAN
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BE PRECAST. BASE FOUNDATION TO BE CONSTRUCTED LEVEL
WITH EXISTING MATERIAL OR CONDITIONED WITHUj
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STONE AS REQUIRED BY SPECIFICATIONS
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
NOTE: TAPPING SADDLES ARE APPROVED FOR
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SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH -BUILD, EPDXY
CONNECTIONS TO EXISTING SEWER LINES ONLY
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D.I. PIPE TO PVC PIPE
ELEVATION VIEW
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
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PRECAST MANHOLE NOTES:
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1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C-478, LATEST REVISION.
MANHOLE INVERTS
SANITARY SEWER SERVICE
0. 0./ ZN_
D I P TO PVC
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
REVISION DATE - NOVEMBER 3, 2008
REVISION DATE - NOVEMBER 3, 2008
Q
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
M
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REVISION DATE - NOVEMBER 3, 2008
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
W
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5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
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CONSTRUCTION NOTES
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1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5„ AND A
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changes made during construction based °�9�
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IMENSIONS, CONFIGURATION,
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REVISION DATE - NOVEMBER 3, 2008
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SECTION A —A
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MANHOLE STEPS
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NOTE: MINIMUM WEIGHTG3115 POUNDS OVER.
SHEET
REVISION DATE - NOVEMBER 3, 2008
MANHOLE RING & COVER
REVISION DATE - NOVEMBER 3, 2008
C=501
NO.
DATE
BY
REVISION DESCRIPTION

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SEWER REPLACEMENT DETAIL
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REVISION DATE - APRIL, 2012
C=502
NO. DATE BY REVISION DESCRIPTION

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REVISION DATE - NOVEMBER 3, 2008
HEALTH REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
3' MIN. CL,
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2. PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH SHALL BE FOR ACTUAL QUANTITIES
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BACKFILL (TYP.) ADJUSTABLE CAST UNDISTURBED
IRON VALVE BOX EARTH
THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK.
1 /3 CU. YD.
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PROVIDED WITH THE FITTING.
3'-6" WASHED STONE 6" GATE VALVE
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EYE BOLTS (TYP.) No.12 COATED
12%12"x6" CONCRETE COPPER TRACING
By. Date
94
94
36
36
50
70
80
SUPPORT PAD UNDISTURBED EARTH TEE WITH 6" OUTLET WIRE (PVC ONLY)
SHEET
42
40
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80
108
108
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THRUST BLOCK DIMENSION "A1l
REVISION DATE - NOVEMBER 3, 2008
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
REVISION DATE - NOVEMBER 3, 2008
C=503
1
NO.
I DATE
BY
REVISION DESCRIPTION

18"
GENERAL NOTES:
I I
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I I
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HIGH VISIBILITY DECAL
(SEE DETAIL)
FIBERGLASS POSTS A
'NO DIG'
SYMBOL
VINYL UV -STABLE
ADHESIVE DECAL
HIGH VISIBILITY DECAL
*WATER, SEWER, FORCE MAIN,
ETC. AS REQUIRED
FINISHED GRADE
1. FIBERGLASS UTILITY MARKING POSTS SHALL BE PLACED AT
LOCATIONS SHOWN ON THE PLANS.
2. DECAL SHALL BE APPROPRIATE FOR UTILITY BEING MARKED.
3. POST SHALL BE ANCHORED IN CONCRETE UON.
UTILITY MARKING POSTS
NOT TO SCALE
JANUARY, 2014
1" 20OPSI CTS
HDPE TUBING
YOKE STRAIGHT VALVES
AT YOKE INLET
WATER METER
TRAFFIC -RATED WATER
METER BOX
20"
18"
TDUCTILE IRON LID
W/ READING WINDOW
APPROVED EXPANSION
CONNECTION
METER
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WITH CORPORATION STOP
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APPROVED
DOUBLE
CHECK VALVE
1
SECTION A -A
1. ALL METER BOXES AND LIDS SHALL BE TRAFFIC -RATED
2. ALL PRESSURE REDUCING VALVES SHALL BE PLACED BEHIND METER
BOXES IN TRAFFIC -RATED METER BOXES
PRESSURE
REDUCING BACKSIDE SERVICE
VALVE LINE TO EXISTING
FWATER SERVICE LINE
A
TRAFFIC -RATED PRESSURE REDUCING
VALVE BOX AND LIDITY HEIGHTS)
PRESSURE
REDUCING
VALVE
5/8" WATER METER BOX WITH PRV DETAIL
REVISED FOR THIS PROJECT
1" x 3/4" x 3/4" WYE
1" TAP & CORPORATION
INSTALL
5/8" METER
3/4" 200 PSI CTS
HDPE TUBING (TYPICAL)
1" 200 PSI CTS
HDPE TUBING
\ I MAIN LINE
20"
HOUSE
SERVICE
TYPICAL DOUBLE SERVICE CONNECTION
REVISION DATE - NOVEMBER 3, 2008
26"
RECORD DRAWING
This Drawing has been modified to reflect \. �N c A . 0�
changes made during construction based `�pFESs/pN9°.00
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FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Robbinsville Permit No. WQ0036826
Project: Ford Street CDBG Water and Sewer Modification Issue Date: 28/01/2014
Complete and submit this form to the permit issuing regional office with the following:
o One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting In non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, It is highly recommended that this certification
be sent In a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, lc�� L1��H Ll-koe,r,- , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursua t to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
`7
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
\ ❑ Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, Wfull time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only: Modification January 28, 2014
Flow from this project is tributary to: NCO025879

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Robbinsville Permit No. WQ0036826
Project: Ford Street CDBG Water and Sewer Modification Issue Date: 28/01/2014
Complete and submit this form to the permit issuing regional office with the following:
o One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting In non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, It is highly recommended that this certification
be sent In a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, lc�� L1��H Ll-koe,r,- , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursua t to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
`7
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
\ ❑ Partial Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, Wfull time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only: Modification January 28, 2014
Flow from this project is tributary to: NCO025879

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4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED BY OVERLAY.
NOTES:
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4" MIN. COMPACTED ABC
V J
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
7
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DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
W
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SECTION B-B
2. FABRIC SHALL BE REPLACED PROMPTLY
TYPICAL PAVEMENT REPAIRS - PRIVATE AND TOWN STREETS
2
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SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT) IF FOUND TO BE IN DISREPAIR.
NOT TO SCALE
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3. SEDIMENT DEPOSITS SHALL BE REMOVED
<2% 100 10,000 AFTER EACH STORM EVENT AND WHEN
REVISION DATE - SEPTEMBER, 2012
2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1 /3
5 TO 10% 50 5,000
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HEIGHT OF BARRIER.
10 TO 20% 25 2,500
>20% 15 1,500 4. REFERENCE NCDENR LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
SAWCUT EDGE OF V-SHAPED SAWCUT EDGE OF
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REVISION DATE - NOVEMBER 3, 2008
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OVERLAP WATTLE AND
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2'-6"
4" 119.06 1/2" RAD. A GUTTER
2'-0" 6' SURFACE
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30' O.C. & ADJACENT JOINTS SPACING AT
TO ALL RIGID OBJECTS WIDTH OF SIDEWALK
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ASPHALT 2" RAD.
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CURB
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CONSTRUCTION NOTES:
12
\/j JOINT
TOOLED CONTRACTION JOINTS ® 10' O.C. FILLER
PLACE WATTLE
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI CONCRETE.
\\ \/�\\/�\\�\. A EXPANSION JOINTS ®30' O.C. AND
AROUND GRATE OF
GRATE
CURB INLET
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
ADJACENT TO ALL RIGID OBJECTS
6" MIN. COMPACTED ABC
STREET
MARKS PERPENDICULAR TO THE CURB.
4" MIN. COMPACTED ABC
M
3. CURB SHALL BE GIVEN LIGHT BROOM FINISH PARALLEL TO CURB LINE.
COMPACTED SUBGRADE
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SECURE WATTLE TO
CONSTRUCTION NOTES:
SECTION A -A
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ASPHALT WITH PK NAILS
(TYP.) CURB INLET
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
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2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
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MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
p O z m z Q o
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4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846-3.
0 Q w Q w O � o
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WATTLE
NOT TO SCALE
CONCRETE CURB & GUTTER
REVISION DATE - NOVEMBER 3, 2008
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REVISION DATE - NOVEMBER 3, 2008
STREET LEVEL
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This Drawing has been modified to reflect .` �N CAR��,%;
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changes made during construction based Q�pFESS/0N,'0, 4 /
I
NOTES:
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upon information provided by the = SEAL =
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WATTLES MUST BE SECURED AS SHOWN, OR PER
I o I PROPOSED
I w I
Contractor and construction observations ° 029887 °
%
01.
MANUFACTURER'S RECOMMENDATIONS.
WATER OR SEWER LINE
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made by the Owner's Authorized %OSP'o CINEE�°°'c�
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2. ALL MATERIALS INSTALLED WITHIN NCDOT RIGHT-OF-WAY MUST
I O I
Representative.
MEET NCDOT STANDARDS.
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By Date 10/3/19
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SHEET
INLET PROTECTION (WATTLE)
REVISION DATE - NOVEMBER 17,2009
EXISTING CULVERT PROTECTION
C=505
REVISION DATE - NOVEMBER 3, 2008
NO. DATE BY REVISION DESCRIPTION

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
Director
November 13, 2013
Bobby Smith, Mayor-ProTem
Town of Robbinsville
Post Office Box 129
Robbinsville NC 28771
Subject: Permit No. WQ0036825
Town of Robbinsville
Ford Street CDBG Water and Sewer Project
Wastewater Collection System Extension
Graham County
Dear Mr. Smith:
John E. Skvarla, III
Secretary
In accordance with your application received November 5, 2013, we are forwarding herewith Permit
No.WQ0036825, dated November 13, 2013, to the Town of Robbinsville for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Town of Robbinsville to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
Internet: http://portal.ncdenr.org/web/wq/ws
An Equal Opportunity/ Affirmative Action Employer

Town of Robbinsville
WQ0036825
If you need additional information concerning this matter, please contact Jeff Menzel at [phone]
or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
cc: Vann Waters— McGill Associates
Graham County Health Department
Graham County Building Inspections Department
Asheville Regional Office
Water Quality Central Files
PERCS (electronic copy)

Town of Robbinsville
WQ0036825
4;-WVWA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
The Town of Robbinsville
Graham County
for the construction and operation of approximately 2058 linear feet of 8-inch gravity sewer to serve as
part of the Ford Street CDBG Water and Sewer Project, and the discharge of 0 gallons per day of
collected domestic wastewater into the the Town of Robbinsville existing sewerage system, pursuant to
the application received November 5, 2013 and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this the 131h day of November, 2013
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036825

The Town of Robbinsville is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Robbinsville
Wastewater Treatment Facility (NPDES Permit No.N00025879) prior to being discharged into the
receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to
the Division accompanied by documentation from the parties involved, and other supporting materials as may
be appropriate. The approval of this request shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.

d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§ 143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number 828-296-4500, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.

10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Town of Robbinsville Permit No. WQ0036825
Project: Ford Street CDBG Water and Sewer Issue Date: 13/11/2013
Complete and submit this form to the permit issuing regional office with the following
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are reauired for anv chanaes resultina in non-compliance with this permit. reaulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
...........................................................
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HWY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWR Use Only:
Flow from this project is tributary to: NCO025879

ROY COOPER
(a w
Worer Resources
ENV IRONMCNTPL O.AllnY
The Hbvnorable Steve Hooper
Town of Robbinsville
PO Box 126
Robbinsville, NC 28771-0126
Subject: Permit No. WQCS00158
Town of Robbinsville
Robbinsville Collection System
Graham County
Dear Mayor Hooper
❑ , I Water Poaomce9
MICHAELS REGAN
JUN 14 Z017 to,"e"Y
S. JAY ZIMMERMAN
June ,2QQryer Gtuality Roglonel Oparatlxr. oepoor
1 (,ahevllle Regional C"- _.
In accordance with your application received May 19, 2017, we are forwarding herewith Permit No.
WQCS00158, dated June 9, 2017, to the Town of Robbinsville for the operation and maintenance of the
subject wastewater collection system.
This permit shall be effective from June 9, 2017 until February 28, 2025 and shall be subject to the conditions
and limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular
attention to the monitoring and reporting requirements in this permit and anyspecial conditions.
Changes have been made to the boiler plate language of the permit. Mostoftne changes are for clarification
purposes, however Condition 1(3) has been removed. The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits. It was included based on proposed
rulemaking-by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the, permit identifying the changes made is available at:
http:llncdenr.s3.amazonaws.com/s3fs
public/Water%20Quality/Surface%2OWater%20Protection/PERCS/W CS%20(Collection%20SVstem)/updated
%20W QCS%20Template%2015.05.18%20(hiehli¢hted).pdf
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure
sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that
help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's
ownership or maintained and operated by the Permittee through a perpetual legal agreement. Satellite
systems are systems tributary to the Permittee's collection system but Those collection systems are not owned
or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide
a general idea about the size of the system and may not be all. inclusive of the collection system at the time of
permit issuance or afterward.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone:[phone]nternel av wncwalerquality.org
An Equal opportunity IAMnnoure ACUan Employer -Made in part by revoled paper

Robbinsville Collection System
June 9, 2017
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater tratment facilities is referred to herein as a Sanitary Sewer Overflow (S5O). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or apr;ropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form
CS-SSO can. be downloaded from the SSO Reporting area at:
http:lZncdenr.s3.amazonaws.com/s3fs
publiclWater%200uality/Surface%20W ater%20Protection/PERCS/W CS%20(SSO%20Documents)/CS-
550(2015).doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system may be issued if adequate justification for an SSO is NOT subm itted to the regional office.
In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional
documentation as necessary. DWR staff will review the justification claim and determine if enforcement
action is appropriate. Please be advised thatthe information needed to justify a spill is very comprehensive.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance, contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for S. Jay Zimmerman, P.G. -
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQCS00158
cc: .Asheville Regional Office, Water Quality Regional Operations:
Water Resources Central Files — W QCS00158
Maureen Kinney, NCOperators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted Lathe
Town of Robbinsville
WQCsools8
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 17 miles of gravity sewer, approximately 0.6 miles of force main, 1 duplex pump station, and
all associated piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the Town of Robbinsville and any deemed permitted satellite communities
pursuant to the application received May 17, 2017, and in conformity with the documents referenced
therein and other supporting data subsequently filed and approved by the Department of Environmental
Quality and considered a part of this permit.
This permit shall be effective from June 9, 2017 until February 28, 2025, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database. [15A NCAC 02T.0108(b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions asperthe Response Action Plan (Condition 11(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T.0108(b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T.0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.913]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T.0305 (h) (1)]
Page 2 of 7

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency
is apparent. [15A NCAC 02T.0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T.0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (Le, routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T.0108 (b)]
If. OPERATION AND MAINTENANCE REQUIREMENTS -
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC BG .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee.shall establish a plan for addressing the problem(s). [15A NCAC 02T.0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T.0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T.0108 (b)]
Page 3 of 7

S. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T.0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T.0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T.0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. (15ANCACO2T.0108(b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T.0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15ANCACO2T.0108(b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T.0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), II(2) - II(4), II(7) - II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T.0108 (b)]
Page 4 of 7

2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the 550; and
I. How the SSO was discovered. -
[15A NCAC 02T.0108 (b)]
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T.0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T.0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an S50 the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T.0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Asheville
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement: -
a. Any S50 and/or spill over 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(800) 858-0368 or [phone],
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. [G.S. 143-215.1C(a1)]
3. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T.0108 (b)]
2. Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T.0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T.0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub-waterway,crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T.0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, and a sewer moratorium may be established, [15A NCAC 02T .01041
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

5. The. Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
(15A NCAC 02T.0110 (4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A. NCAC
02T.0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. ]15A NCAC 02T.0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T.0110 (3))
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T.01041
Permit issued this the 9t^ of June, 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

TOWN OF ROBBINSVILLE
LISTING OF SEWER PUMP STATIONS
NCDEQ SYSTEMWIDE COLLECTION SYSTEM PERMIT WQCS00158
2017
The Town has one (1) sewer pump station, located on Knight Street, which pumps all of the
Town's collection system wastewater to the wastewater treatment plant on Sandhole Road.
Pump Station Name: Knight Street (Main Pump Station).
Location: Corner of intersection of Knight Street and Rodney Orr Bypass
Alarms/Telemetry: Audio and visual alarms, autodialer telemetry
Pump Reliability: Pump station includes 2 pumps of the same capacity (1500 gpm), with the
second pump serving as the connected back-up for reliability. Can convey peak hourly flow
with the largest pump out of service.
Power Reliability: Diesel -powered emergency generator
Station Capacity: 1500 gpm (with largest pump out of service)
Other equipment: Influent mechanical bar screen

Permit Number WQCS00I58
Attachment A
8" sewer line sub -waterway crossingabove American Uniform extending to Cynthia Lane
8" sewer fine sub -waterway crossing behind Napa Aute 8" .sewer line sub -waterway crossing s
behind Sawyer's Home PartCare
8" sewer aerial line behind bugles
R" sewer aerial it,, behind 5 point Metal
8" sewer aerial line behind Big D Convenes", Stare
8" sewer aerial line in front of Dept. of Social Services G" sewer line sub waterway crossing near bridge on Moose Branch
8" sewer line sub -waterway crossing behind Stanley Furniture
8" sewer line sub -waterway crossing behind Recycling Center
6" sewer aerial line on Cody Street at branch
6" sewer aerial line at moth of Long Creed Rd. at bridge
6" sewer line sub -waterway crossing on Claude Roger Rd at bridge
8" sewer line sub -waterway crossing on FletcheF Hooper Rd
6" sewer line sub -waterway crossing behind David Style's trailer on Atosh Rd.
8
VOr- 02/04

ROY COOPER
(a w
Worer Resources
ENV IRONMCNTPL O.AllnY
The Hbvnorable Steve Hooper
Town of Robbinsville
PO Box 126
Robbinsville, NC 28771-0126
Subject: Permit No. WQCS00158
Town of Robbinsville
Robbinsville Collection System
Graham County
Dear Mayor Hooper
❑ , I Water Poaomce9
MICHAELS REGAN
JUN 14 Z017 to,"e"Y
S. JAY ZIMMERMAN
June ,2QQryer Gtuality Roglonel Oparatlxr. oepoor
1 (,ahevllle Regional C"- _.
In accordance with your application received May 19, 2017, we are forwarding herewith Permit No.
WQCS00158, dated June 9, 2017, to the Town of Robbinsville for the operation and maintenance of the
subject wastewater collection system.
This permit shall be effective from June 9, 2017 until February 28, 2025 and shall be subject to the conditions
and limitations specified herein. It is your responsibility to thoroughly review this permit. Please pay particular
attention to the monitoring and reporting requirements in this permit and anyspecial conditions.
Changes have been made to the boiler plate language of the permit. Mostoftne changes are for clarification
purposes, however Condition 1(3) has been removed. The Department of Environmental Quality (DEQ)
believes that condition was included erroneously in previous permits. It was included based on proposed
rulemaking-by EPA which was never promulgated and, in the continued absence of Federal regulations, DEQ
lacks authority to include such language in a permit. DEQ will continue to exercise enforcement discretion
when evaluating sanitary sewer overflows that may be considered to be beyond the reasonable control of the
Permittee. A highlighted copy of the, permit identifying the changes made is available at:
http:llncdenr.s3.amazonaws.com/s3fs
public/Water%20Quality/Surface%2OWater%20Protection/PERCS/W CS%20(Collection%20SVstem)/updated
%20W QCS%20Template%2015.05.18%20(hiehli¢hted).pdf
For purposes of permitting, the collection system is considered to be any existing or newly installed system
extension up to the wastewater treatment facility property or point of connection with a separately owned
sewer system. The collection system is considered all gravity lines, pump stations, force mains, low pressure
sewer systems, STEP systems, vacuum systems, etc. and associated piping, valves and appurtenances that
help to collect, manage and transport wastewater to a wastewater treatment plant under the Permittee's
ownership or maintained and operated by the Permittee through a perpetual legal agreement. Satellite
systems are systems tributary to the Permittee's collection system but Those collection systems are not owned
or maintained by the Permittee. The system description provided on Page 1 of this permit is meant to provide
a general idea about the size of the system and may not be all. inclusive of the collection system at the time of
permit issuance or afterward.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone:[phone]nternel av wncwalerquality.org
An Equal opportunity IAMnnoure ACUan Employer -Made in part by revoled paper

Robbinsville Collection System
June 9, 2017
A discharge of wastewater to the environment from the Permittee's wastewater collection system prior to
reaching the wastewater tratment facilities is referred to herein as a Sanitary Sewer Overflow (S5O). The
evaluation of enforcement options after an SSO will be determined considering all relevant information
available or requested of the Permittee. Compliance with all conditions of the permit as well as all statutes
and regulations pertaining to the wastewater collection system must be maintained or apr;ropriate
enforcement actions may be taken as noted in Condition VI(2).
A reportable SSO is an SSO greater than 1,000 gallons to the ground or an SSO of any amount that reaches
surface water (including through ditches, storm drains, etc.). Reporting requirements including the required
verbal report and written report to the appropriate regional office are referenced in Condition IV(2). Form
CS-SSO can. be downloaded from the SSO Reporting area at:
http:lZncdenr.s3.amazonaws.com/s3fs
publiclWater%200uality/Surface%20W ater%20Protection/PERCS/W CS%20(SSO%20Documents)/CS-
550(2015).doc
A notice of deficiency (NOD), notice of violation (NOV), civil penalty, and/or a moratorium on the addition of
waste to the system may be issued if adequate justification for an SSO is NOT subm itted to the regional office.
In order to submit a claim for justification of an SSO, you must use Part II of form CS-SSO with additional
documentation as necessary. DWR staff will review the justification claim and determine if enforcement
action is appropriate. Please be advised thatthe information needed to justify a spill is very comprehensive.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty days following the receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have questions regarding compliance, contact the appropriate regional office. If you need additional
information concerning this permit, please contact Steve Lewis at [phone].
Sincerely,
for S. Jay Zimmerman, P.G. -
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit (PERCS)
enclosure: Permit No. WQCS00158
cc: .Asheville Regional Office, Water Quality Regional Operations:
Water Resources Central Files — W QCS00158
Maureen Kinney, NCOperators Certification Program (electronic)
PERCS Files (electronic)

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted Lathe
Town of Robbinsville
WQCsools8
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 17 miles of gravity sewer, approximately 0.6 miles of force main, 1 duplex pump station, and
all associated piping, valves, and appurtenances required to make a complete and operational wastewater
collection system to serve the Town of Robbinsville and any deemed permitted satellite communities
pursuant to the application received May 17, 2017, and in conformity with the documents referenced
therein and other supporting data subsequently filed and approved by the Department of Environmental
Quality and considered a part of this permit.
This permit shall be effective from June 9, 2017 until February 28, 2025, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database. [15A NCAC 02T.0108(b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions asperthe Response Action Plan (Condition 11(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T.0108(b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [G.S. 143-215.913; G.S. 143-215.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
program for non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T.0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to
the CIP. [G.S. 143-215.913]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and the new parts or pump shall be installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T.0305 (h) (1)]
Page 2 of 7

8. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual alarm illuminates, if the audible alarm sounds, or if an emergency
is apparent. [15A NCAC 02T.0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T.0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (Le, routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition initiated by the pump station control feature) is installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T.0108 (b)]
If. OPERATION AND MAINTENANCE REQUIREMENTS -
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be in responsible charge (ORC) and one or more certified operator(s) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC BG .0204.
[15A NCAC 08G .0200 et.seq.]
2. The Permittee shall develop and adhere to schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the identification of any recurring
problem in the wastewater collection system that cannot be resolved in a short time period, the
Permittee.shall establish a plan for addressing the problem(s). [15A NCAC 02T.0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T.0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T.0108 (b)]
Page 3 of 7

S. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T.0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in a sewer line extension permit.
[15A NCAC 02T.0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this case, the Permittee shall continue to observe the lines
visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further inspections and necessary maintenance. [15A NCAC 02T.0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension
permit. (15ANCACO2T.0108(b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T.0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document in its 5-day report why it was unable to initially respond to any SSO location within two
hours. [15ANCACO2T.0108(b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permittee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T.0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), II(2) - II(4), II(7) - II(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T.0108 (b)]
Page 4 of 7

2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint;
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
C. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. Individual from the Division who was informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the 550; and
I. How the SSO was discovered. -
[15A NCAC 02T.0108 (b)]
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. If
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T.0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modification/extension. Information concerning the extension shall be incorporated into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T.0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an S50 the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T.0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Asheville
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement: -
a. Any S50 and/or spill over 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number(800) 858-0368 or [phone],
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. [G.S. 143-215.1C(a1)]
3. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T.0108 (b)]
2. Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T.0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T.0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub-waterway,crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority in a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T.0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S. 143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, and a sewer moratorium may be established, [15A NCAC 02T .01041
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S. 143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

5. The. Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit.
(15A NCAC 02T.0110 (4)]
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and if warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A. NCAC
02T.0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater collection
system. ]15A NCAC 02T.0106 (c)]
8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T.0110 (3))
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T.01041
Permit issued this the 9t^ of June, 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

TOWN OF ROBBINSVILLE
LISTING OF SEWER PUMP STATIONS
NCDEQ SYSTEMWIDE COLLECTION SYSTEM PERMIT WQCS00158
2017
The Town has one (1) sewer pump station, located on Knight Street, which pumps all of the
Town's collection system wastewater to the wastewater treatment plant on Sandhole Road.
Pump Station Name: Knight Street (Main Pump Station).
Location: Corner of intersection of Knight Street and Rodney Orr Bypass
Alarms/Telemetry: Audio and visual alarms, autodialer telemetry
Pump Reliability: Pump station includes 2 pumps of the same capacity (1500 gpm), with the
second pump serving as the connected back-up for reliability. Can convey peak hourly flow
with the largest pump out of service.
Power Reliability: Diesel -powered emergency generator
Station Capacity: 1500 gpm (with largest pump out of service)
Other equipment: Influent mechanical bar screen

Permit Number WQCS00I58
Attachment A
8" sewer line sub -waterway crossingabove American Uniform extending to Cynthia Lane
8" sewer fine sub -waterway crossing behind Napa Aute 8" .sewer line sub -waterway crossing s
behind Sawyer's Home PartCare
8" sewer aerial line behind bugles
R" sewer aerial it,, behind 5 point Metal
8" sewer aerial line behind Big D Convenes", Stare
8" sewer aerial line in front of Dept. of Social Services G" sewer line sub waterway crossing near bridge on Moose Branch
8" sewer line sub -waterway crossing behind Stanley Furniture
8" sewer line sub -waterway crossing behind Recycling Center
6" sewer aerial line on Cody Street at branch
6" sewer aerial line at moth of Long Creed Rd. at bridge
6" sewer line sub -waterway crossing on Claude Roger Rd at bridge
8" sewer line sub -waterway crossing on FletcheF Hooper Rd
6" sewer line sub -waterway crossing behind David Style's trailer on Atosh Rd.
8
VOr- 02/04