NC0024295_Fact Sheet_20210424

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
NC DEQ/DWR/NPDES
FACT SHEET FOR NPDES PERMIT RENEWAL
NPDES PERMIT NC0024295
Facility Information
Applicant:
Carolina Water Service Inc. of NC
Facility Name:
Connestee Falls WWTP No. 1
Applicant Address:
P.O. Box 240908, Charlotte, NC 28224
Facility Address:
183 Connestee Utility Dr., Brevard, NC 28712
Facility Contact Infer
704-319-0523; Tony Konsul, Operations Officer
[[e-mail]]
Permitted Flow
0.360 MGD / 0.460 MGD
Type of Waste:
100% domestic wastewater
Facility/Permit Status:
Class II (Phased- 0.30 MGD, 0.46 MGD) Renewal / expansion
County:
Transylvania
Miscellaneous
Receiving Stream:
French Broad River
Regional Office:
Asheville
Stream Classification:
B; Tr
8-Digit HUC:
06010105
303(d) Listed?
No
Permit Writer:
Joe Corporon
Subbasin:
04-03-01
Date:
17Feb2021
Stream Index:
6-(1)
Drainage Area (mi2):
140
4441111PF
Lat. 35° 11' 16" N Long. 82° 43' 50" W
Summer 7Q10 (cfs)
99
Winter 7Q10 (cfs):
124
Average Flow (cfs):
451
IWC (%):
0.5 (at 0.360 MGD)
0.7 (at 0.460 MGD)
RENEWAL OVERVIEW:
• Connestee Falls WWTP is a minor, 100% domestic WWTP serving approximately 1,033
homes, or an estimated 2,583 persons of the Connestee Falls residential development in
Transylvania County.
• This renewal documents a Change of Ownership from Transylvania Utilities to Carolina
Water Service Inc. of Carolina. The current permit expired on 30Sep2020. The new
Peiriuttee submitted a renewal application (Form D) dated 30Jan2020, received by the
Division on 03Feb2020.
• The renewal application informed DWR that the Permittee completed a partial flow
expansion achieved in accord with Authorization to Construct No. 024295A02
(05Dec2017). The facility's new treatment works has a design flow 0.360 MGD.
• It follows therefore, that this permit continues to authorize a potential future expansion to
0.460 MGD as previously permitted, i.e., this remains a phased -flow permit.
Carolina Water Service, Inc. of North Carolina -- Fact Sheet
NPDES Renewal, 2021
Page 1 of 3

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
RECEIVING S IREAM:
• The facility discharges treated wastewater via Outfall 001 to the French Broad River in
the French Broad River Basin (subbasin 04-03-01, HUC 06010105).
• The receiving stream is classified B-Tr waters [stream segment 6-(1)]; it is not listed on
the 2018 final 303(d) list.
FACILITY PERFORMANCE/COMPLIANCE REVIEW:
DMR Data have been reviewed for the period of Jan2018 through Jan2021.
Table 1. Lists average and maximum effluent data collected from 1/2012 through 9/2015.
Parameter
Flow
BOD5
Total Residual
Chlorine
Ammonia
Nitrogen
Total Suspended
Solids
Fecal
Coliform
(MGD)
(mg/L)
(ug/L)
(mg/L)
(mg/L)
#/100m1
average
0.235
3.60
10.33
1.74
5.39
4.37
maximum
0.492
19.3
34
14.8
32.2
61
Limit(MA)
0.3
30
28 (DM)
30
200
Parameter
TotalNitrogen
Total Phosphorus
(mg/L)
(mg/L)
average
2.86
1.4
maximum
4.12
2
Limit
DM: Daily Maximum; MA: Monthly Average
MONTH YEAR PARAMETER VIOLATIONDATE VIOLATION COMMENT
12 2020 Coliform, Fecal MF, MFC 12/26/2020
Broth, 44.5 C
1 2019 Chlorine, Total Residual 01/22/2019 Below DWQ Compliance Level
3 2019 Chlorine, Total Residual 03/05/2019 Below DWQ Compliance Level
6 2019 Chlorine, Total Residual 06/24/2019 Below DWQ Compliance Level
7 2019 Chlorine, Total Residual 07/22/2019 Below DWQ Compliance Level
7 2019 Chlorine, Total Residual 07/09/2019 Below DWQ Compliance Level
7 2019 Chlorine, Total Residual 07/08/2019 Below DWQ Compliance Level
8 2019 Chlorine, Total Residual 08/05/2019 Below DWQ Compliance Level
9 2019 Coliform, Fecal MF, MFC 09/28/2019 Construction activities to switch
Broth, 44.5 C over to new facility.
9 2019 Coliform, Fecal MF, MFC 09/21/2019 Construction activities to switch
Broth, 44.5 C over to new facility.
3 2017 Coliform, Fecal MF, MFC 03/21/2017
Broth, 44.5 C
Coliform, Fecal MF, MFC 03/14/2017
3 2017 Broth, 44.5 C
• Permit Violations. Tim Heim of ARO inspected the facility on 21Jan2021. At the time of
inspection, no violations of permit conditions were observed, noting further that this is a
relatively new state of the art facility.
Carolina Water Service, Inc. of North Carolina -- Fact Sheet
NPDES Renewal, 2021
Page 2 of 3

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
PERMIT LIMIT DEVELOPMENT (New Conditions for 0.360 MGD and Phased II expansion to
0.460 MGD):
• Limits and monitoring conditions remain the same for renewal. The expansion from 0.300
the 0.360 MGD has not affected limits and monitoring conditions. Likewise, potential
expansion to 0.460 MGD flow (renewal Phase II) remains the same as the previous
permit [see permit sections A, (1.) and A. (2.)].
• For previous limit and monitoring requirements development and review of the Engineers
Alternatives Analyses (EAA), see previous Fact Sheet (2017).
SUMMARY OF PROPOSED CHANGES:
The following permit changes are proposed for this permit renewal:
1. Revised permit Sections A, (1.) and A. (2.) to reflect flows of 0.360
and 0.460 MGD
2. Updated treatment -works components (see Supplement to Permit Cover Sheet)
3. Updated permit text in accord with current permitting guidance.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE :
Draft Permit to Public Notice [tentative]:
Permit Scheduled to Issue [tentative]:
23Feb202 1
02Apr202 1
NPDES Contact:
If you have any questions on any of the above information or on the attached permit, please
contact Joe R. Corporon [[e-mail]]
Signature
Date 17Feb2021
Carolina Water Service, Inc. of North Carolina -- Fact Sheet
NPDES Renewal, 2021
Page 3 of 3

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
CONNESTEE FALLS WASTEWATER TREATMENT PLANT #1
PLANT REPLACEMENT
OWNER
CIVIL ENGINEER
SURVEYOR
ELECTRICAL ENGINEER
STRUCTURAL ENGINEER
Carolina Water Service Inc.
4944 Parkway PIa7a Blvd,
Suite 375
Charlotte, NC 28217
704.525.7990
Martin Scanlon
Land Design, Inc.
223 North Graham St.
Charlotte, NC 28202
704.333.0325
LDSI Inc.
508 West 5th St. Suite 125
Charlotte, NC 28202
704.337.8329
Labella Associates, PC
1520 South Blvd., Suite 210
Charlotte, NC 28203
jim Henderson, PE
jenderson a©label lapc.com
704.366.1776
Barry O. Lambert, P.E., LEED AP
PO Box 667446
Charlotte, NC 28266
704.621.3080
5999 GREENVILLE HIGHWAY
TRANSYLVANIA COUNTY, NC
NPDES # NC0024295
SHEET INDEX:
C6.12 DETAILS - CLOTH MEDIA FILTER
C I.0 COVER
CHAPTER 7
CHAPTER I
C7.0 FORCE MAIN - OVERALL
C 1.1 EXISTING CONDITIONS
C7. 1 FORCE MAIN PLAN & PROFILE
C I.2 EXISTING CONDITIONS -DETAIL
C7.2 FORCE MAIN PLAN & PROFILE
C 1.3 DEMOLITION PLAN - PHASE I
C7.3
C I.4 DEMOLITION PLAN - PHASE 2
CHAPTER 8
CHAPTER 2
- RESERVED FOR PLANTING PLAN
-- RESERVED FOR EROSION CONTROL PLANS
CHAPTER 9
CHAPTER 3
C9.0 TREATMENT PLANT - PLAN
C3.0 SITE LAYOUT OVERALL
C9. I TREATMENT PLANT - SECTION
C3. I SITE LAYOUT
C9,2
C3.2 CONSTRUCTION SEQUENCE
CHAPTER 10
C3.3 HYDRAULIC PROFILE
C 10.0 INFLUENT SCREEN PLAN
C3.4 DETAILS - BUILDING
C 10. I DETAILS - INFLUENT SCREEN
C3.5 DETAILS -SITE
CHAPTER I I
C3.6 DETAILS -SITE
CHAPTER 4
CHAPTER 12
C4.0 GRADING PLAN
-- RESERVED FOR STRUC: I URAL
CHAPTER 5
CHAPTER I3
-- RESERVED FOR STORM DRAINAGE PLANS
- RESERVED FOR BUILDING PLANS
CHAPTER 6
C6.0 UTILITY LAYOUT
C6.1 UTILITY PROFILES
C6.2 PIPING PLAN - BLOWER BUILDING
C6.3 PIPING PLAN - FILTER BUILDING
C6.4 AIR PIPING PLAN - OVERALL
C6.5 AIR PIPING PLAN - SEC -IONS
C6.6 UTILITY - BUILDING FLOOR SLAB PENETRATIONS
C6.7 UTILITY DETAILS - WATER AND SEWER
C6.8 UTILITY DETAILS - WATER AND SEWER
C6.9 DETAILS -PLANT EQUIPMENT & PIPING
C6.10 DETAILS -PLANT EQUIPMENT & PIPING
C6. I I DETAILS -WEIR BOX
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Plat Book / Book of Maps
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NC Dept. of Transportation
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Existing
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ADDITIONAL NOTES:
LOCATION MAP (NTS)
EXISTING CONDITIONS PLAN AS SHOWN IS A COMPOSITE OF SURVEY, GIS, AND AS-BU1LT
INFORMATION. EXISTING CONDITIONS PLAN FOR REFERENCE ONLY. CONTRACTOR TO FIELD
VERIFY ALL INVERTS AND UTILITIES. CONTRACTOR TO NOTIFY ENGINEER AND OWNER OF ANY
DISCREPANCIES.
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SYMBOLS
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Ex. iron pipe/rod or nail
Ex. concrete monument
New iron pipe
Calculated point
Cable pedestal
Telephone pedestal
Electric pedestal
Fiber-optic marker
Traffic signal box
Water meter
Fire hydrant
Valve (water or gas)
Sanitary sewer manhole
Sanitary sewer cleanout
Storm curb inlet
Drainage inlet (w/ grate)
Storm drain manhole
Utility pole
Lamp post
Signal pole
Guy wire
Sign post
LINETYPES
OU
SS
SD
Fence
Overhead utility
Water
Sanitary sewer
Storm drain
Ex. Major Contour
Ex. Minor Contour
ABBREVIATIONS
DB
PB or BM
Pg.
SF
Ac.
RNV
NCSR
NCDOT
RNV
Ex.
RCP
PVC
(M)
(P)
(D)
Deed Book
Plat Book / Book of Maps
Now or formerly
Page
Square feet
Acres
Right-of-way
North Carolina State Route
NC Dept. of Transportation
Right-of-way
Existing
Reinforced concrete pipe
Polyvinyl chloride pipe
Measured
Platted
Deed
LOCATION MAP (NTS)
DEMOLITION NOTES:
1. EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES. REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING INFORMATION.
CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT PLANT OWNER AND ON -SITE OPERATORS
2. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE AND RECYCLING PLAN TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES.
3. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT
DRIVEWAY, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE OWNER.
5. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
SPECIFICALLY EXEMPTED BY THESE PLANS.
6. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF -SITE IN A LEGAL MANNER. (PERMIT REQUIRED
FOR OFF -SITE DISPOSAL)
7. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS
OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
8. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND
UTILITY OWNER FOR IMMEDIATE ACTION.
9. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTED 'TO BE REMOVED". ALL MATERIAL SHALL BE SEPARATED AND
RECYCLED TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL KEEP AN ACCURATE DISPOSAL AND RECYCLING RECORD INCLUDING WEIGHTS AND
VOLUMES OF ALL DEMOLISHED MATERIAL.
10. CONTRACTOR TO PROVIDE THE OWNER WITH A RECYCLING PLAN PRIOR TO THE START OF CONSTRUCTION.
11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
12. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
13. CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING
STORM EVENTS.
14. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW
CONSTRUCTION.
15. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
16. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
17. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA.
THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
DEMOLITION, CONSTRUCTION, AND EXCAVATION.
18. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET BELOW GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER RECYCLING
AND/OR DISPOSAL OF ALL WASTE MATERIAL.
19. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.
20. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. RELOCATION
OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE
WITH OWNER.
21. CONTRACTOR SHALL REMOVE THE EXISTING LIGHT POLE IN THE DEMOLITION AREA AT THE OWNERS DIRECTION.
22. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
23. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
24. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC AND PRIVATE UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH
APPROPRIATE UTILITY COMPANY
25. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
26. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED
FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS.
27. THE CONTRACTOR SHALL CONTACT ALL OVVNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
AREAS.
28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS.
29. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
30. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS
NOT UNDER THE EMPLOYMENT OF LANDDESIGN.
31. SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL
CONTACT THE ENGINEER FOR FURTHER DIRECTION.
EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES.
REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING
INFORMATION. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH
TREATMENT PLANT OWNER AND ON -SITE OPERATOR
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
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ALIGNMENT NOT FIELD LOCATED s�
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(PHASE 2)
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LEGEND and NOMENCLATURE
SYMBOLS
•
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Ex. iron pipe/rod or nail
Ex. concrete monument
New iron pipe
Calculated point
Cable pedestal
Telephone pedestal
Electric pedestal
Fiber-optic marker
Traffic signal box
Water meter
Fire hydrant
Valve (water or gas)
Sanitary sewer manhole
Sanitary sewer cleanout
Storm curb inlet
Drainage inlet (w/ grate)
Storm drain manhole
Utility pole
Lamp post
Signal pole
Guy wire
Sign post
LINETYPES
OU
SS
Fence
Overhead utility
Water
Sanitary sewer
Storm drain
Ex. Major Contour
Ex. Minor Contour
ABBREVIATIONS
DB
PB or BM
N/F
Pg.
SF
Ac.
RNV
NCSR
NCDOT
RNV
Ex.
RCP
PVC
(M)
(P)
(D)
Deed Book
Plat Book I Book of Maps
Now or formerly
Page
Square feet
Acres
Right-of-way
North Carolina State Route
NC Dept. of Transportation
Right-of-way
Existing
Reinforced concrete pipe
Polyvinyl chloride pipe
Measured
Platted
Deed
LOCATION MAP (NTS)
DEMOLITION NOTES:
1 EXISTING TREATMENT PLANT TO REMAIN IN OPERATION UNTIL PROPOSED SBR AS BEEN FULLY TESTED AND IS RELIABLY PRODUCING EFFLUENT WITHIN THE
CURRENT PERMIT LIMITS.
2. REFER TO CONSTRUCTION SEQUENCE FOR ADDITIONAL PHASING INFORMATION. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT PLANT
OWNER AND ON -SITE OPERATORS
3. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE AND RECYCLING PLAN TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES.
4. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
5, CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT
DRIVEWAY, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE OWNER.
8. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE
SPECIFICALLY EXEMPTED BY THESE PLANS.
7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF -SITE IN A LEGAL MANNER. (PERMIT REQUIRED
FOR OFF-S1TE DISPOSAL)
8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS
OF SUPPORT AND PROTECTION DURING DEMOLITION OPERATION.
9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND
UTILITY OWNER FOR IMMEDIATE ACTION.
10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTED "TO BE REMOVED". ALL MATERIAL SHALL BE SEPARATED AND
RECYCLED TO THE GREATEST EXTENT POSSIBLE. CONTRACTOR SHALL KEEP AN ACCURATE DISPOSAL AND RECYCLING RECORD INCLUDING WEIGHTS AND
VOLUMES OF ALL DEMOLISHED MATERIAL.
11. CONTRACTOR TO PROVIDE THE OWNER WITH A RECYCLING PLAN PRIOR TO THE START OF CONSTRUCTION.
12. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,
UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER.
14. CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE DURING CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING
STORM EVENTS.
15. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED FOR NEW
CONSTRUCTION.
16. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS
NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
17. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY
WITH ALL OF THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
18. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA.
THE CONTRACTOR IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
DEMOLITION, CONSTRUCTION, AND EXCAVATION.
19. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE THREE (3) FEET BELOW GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER RECYCLING
AND/OR DISPOSAL OF ALL WASTE MATERIAL.
20. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER.
21. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. RELOCATION
OR REMOVAL OF EXISTING UTILITIES SHALL BE DONE BY OTHERS AND PAID FOR BY CONTRACTOR UNLESS PREVIOUS NEGOTIATIONS HAVE BEEN MADE
WITH OWNER.
22. CONTRACTOR SHALL REMOVE THE EXISTING LIGHT POLE IN THE DEMOLITION AREA AT THE OWNERS DIRECTION.
23. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
24. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
25. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC AND PRIVATE UTILITIES. ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH
APPROPRIATE UTILITY COMPANY
26. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
27. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED
FROM ALL REGULATORY AUTHORITIES AND SHALL BE THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS.
28. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE
AREAS.
29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMITS.
30. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED FROM INJURY.
31. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS
NOT UNDER THE EMPLOYMENT OF LANDDESIGN.
32. SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS THAT MAY REQUIRE DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE CONTRACTOR SHALL
CONTACT THE ENGINEER FOR FURTHER DIRECTION.
SECURITY FENCE NOTE:
EXISTING SECURITY FENCE AROUND THE PERIMETER OF
THE PROJECT SHALL REMAIN IN PLACE DURING
CONSTRUCTION. CONTRACTOR SHALL ADJUST FENCE
LOCATION AND ADD ADDITIONAL FENC1NG/GATES, AS
NEEDED, AS CONSTRUCTION PROGRESSES. SECURITY
FENCE TO REMAIN UPON COMPLETION OF THE PROJECT.
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW/
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9/19/2017
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DEMOLITION PLAN - PHASE 2
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
N/F
8583-57-1211-000
KER MARTI D & DEBBIE
S /
DB/PG 442/446
•
•
/
•
•
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•
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•
•
•
•
/
♦
♦
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PROP. 32' X 40'
STORAGE BUILDING
SEE BUILDING #1
PROP.CHAIN LINK
FENCE (TYP)
PROP. FLOW
MONITORING MANHOLE
PROP. 36' X 56' FILTER & UV
DISINFECTION BUILDING
SEE BUILDING #3 PLANS
0 •
•
•
♦
♦
•
♦
•
N/F
8583-56-1577-000
TRANSYLVANIA UTILITIES
DB/PG 290/429
EX. CHAIN LINK
FENCE (TYP)
\ r�
PROP. BACK-UP GENERATOR
REFER TO ELECTRICAL
PLANS FOR DETAILS
N/F
8583-46-6512-000
GWYNN VALLEY CAMP LLC
DB/PG 379/279
•
N
N
N
N
N
\ •�
N
4
V
•
4
PROP. GATE
CONTINUATION OF
EX. FENCE NOT
SURVEYED
10' X 24' SHED PIPE
STORAGE AREA
EX. GATE
TO REMAIN
EX. EDGE OF
GRAVEL,TYP
EX. EOP, TYP
PROP. DRIVE AISLE
CENTER LINE (TYP)
X
•
4.
•
\
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PROP. 24' X 36' OFFICE
SEE BUILDING #4
PLANS
PROP.CHAIN LINK
FENCE (TYP)
N/F
8583-56-6509-000
CORBY DAVID J & SUSAN
A
DB/PG 477/730
PROP. EDGE OF PAVEMENT
CONTINUATION OF
EX. FENCE NOT
SURVEYED
PROP. 28' X 52' BLOWER, PUMP,
& PLANT CONTROL BUILDING
SEE BUILDING #2 PLANS
•
EX. CHAINLINK
FENCE (TYP)
•
PROP.CHAIN LINK
FENCE (TYP)
PROP. SEQUENCING
BATCH REACTOR
PROP. RETAINING WALL
SEE GRADING PLAN FOR
— ADDITIONAL INFORMATION
PROP. GATE
0
i
s
b
PROPERTY BOUNDARY TYP.
50' SETBACK
EX. DRIVEWAY
50'SETBACK
\
\
PIPING NOTE:
PIPING FROM THE PUMP BUILDING TO THE SBR SHALL BE
CLASS 350 DIP
PIPING FROM THE SBR TO THE FILTER ROOM SHALL BE
CLASS 350 DIP
ALL EXPOSED PIPING ON PLANT EQUIPMENT SHALL BE
INSULATED AND HEAT TRACED. CONTRACTOR SHALL
COORDINATE WITH MANUFACTURER DURING STARTUP AND
COMMISSIONING TO ENSURE THAT INSULATION IS
PROVIDED WHERE REQUIRED AND DOES NOT INTERFERE
WITH THE OPERATION OR MAINTENANCE OF THE
EQUIPMENT.
SECURITY FENCE NOTE:
EXISTING SECURITY FENCE AROUND THE PERIMETER OF
THE PROJECT SHALL REMAIN IN PLACE DURING
CONSTRUCTION. CONTRACTOR SHALL ADJUST FENCE
LOCATION AND ADD ADDITIONAL FENCING/GATES, AS
NEEDED, AS CONSTRUCTION PROGRESSES. SECURITY
FENCE TO REMAIN UPON COMPLETION OF THE PROJECT.
•
\
♦
•
•
♦
NOTES:
1. CONTRACTOR SHALL ENSURE ALL PERMITS/APPROVALS HAVE BEEN OBTAINED PRIOR TO THE BEGINNING
OF CONSTRUCTION.
2. THE OWNER SHALL PROVIDE THE FOLLOWING EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR:
(1) SEQUENCING BATCH REACTOR PACKAGED TREATMENT PLANT IN A CIRCULAR STAINLESS STEEL TANK.
THE TANK AND INTERNAL COMPONENTS SHALL BE INSTALLED BY THE MANUFACTURER. ALL
CONNECTIONS TO THE PLANT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
2.1. (1) SBR SYSTEM CONTROL PANEL
2.2. (1) MAGNETIC FLOW METER & AUTOMATIC CONTROL VALVE TO CONTROL POST EQUALIZATION TANK
OUTFLOW.
2.3. (16) AUTOMATIC CONTROL VALVES REQUIRED FOR SBR INFLUENT, FLUSHING, SLUDGE RETURN, AND
EFFLUENT CONTROL.
2.4. (1) UV DISINFECTION SYSTEM INCLUDING CONTROL PANEL
2.5. (1) TERTIARY FILTER SYSTEM INCLUDING CONTROL PANEL AND AIR COMPRESSOR
2.6. (1) PACKAGED FLOW MONITORING MANHOLE.
2.7. (1) VERTICAL INFLUENT SCREEN INCLUDING BYPASS FLOW CHANNEL TO BE INSTALLED AT THE
EXISTING LIFT STATION.
3. THE OWNER WILL PROVIDE THE CONTRACTOR WITH SHOP DRAWINGS AND O&M MANUALS FOR THE
OWNER SUPPLIED EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
FAMILIAR WITH ALL SECTIONS RELATING TO INSTALLATION INCLUDING THE REQUIRED WATER AND
ELECTRICAL CONNECTIONS PRIOR TO THE START OF CONSTRUCTION.
4. ALL EXTERIOR EXPOSED PIPING SHALL BE INSULATED AND HEAT TRACED. CONTRACTOR SHALL
COORDINATE WITH APPROPRIATE MANUFACTURER PRIOR TO CONSTRUCTION AND DURING STARTUP
AND COMMISSIONING TO ENSURE THAT INSULATION IS PROVIDED WHERE REQUIRED AND DOES NOT
INTERFERE WITH THE OPERATION OR MAINTENANCE OF THE EQUIPMENT.
5. ALL FITTINGS SHALL BE FLANGED AND SECURED WITH STAINLESS FASTENERS.
6. ALL FASTENERS (BOLTS, NUTS, AND ANCHORS) ARE TO BE 316 STAINLESS STEEL.
4. THE ELECTRICAL SERVICE SHALL BE IN ACCORDANCE WITH LOCAL UTILITY SPECIFICATIONS. SHOP
DRAWINGS SHALL BE PROPERLY SUBMITTED FOR APPROVAL.
5. ALL EXTERIOR CONDUIT AND CONNECTORS/HARDWARE TO BE RIGID CONDUIT AS SHOWN AND
SPECIFIED ON THE ELECTRICAL PLANS.
ADDITIONAL NOTES:
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE ADJACENT
PROPERTY OWNERS.
2. NO ON -SITE DEMOLITION LANDFILLS (STUMP HOLES) WILL BE LOCATED ON THIS SITE.
3. ANY DISCREPANCIES FOUND IN THE FIELD OR APPARENT ERRORS IN THESE PLANS SHALL BE CALLED
TO THE ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING WITH WORK.
4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES.
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE
PROTECTED FROM INJURY.
6. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS,
PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
7. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THE PLANS IS BASED ON THE RECORDS OF THE VARIOUS UTILITY COMPANIES
AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 48 HOURS BEFORE ANY TRENCHING OR EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES. FOR ASSISTANCE WITH FIELD LOCATION OF EXISTING UTILITIES THE
CONTRACTOR CAN CONTACT NC ONE CALL CENTER AT 1-800-632-4949.
8. THE CONTRACTOR 1S RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR
OUTSIDE THE CONSTRUCTION LIMITS.
9. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS AS IT IS A REPRODUCTION AND SUBJECT TO ERROR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED.
11. THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO PREVENT
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE
APPROPRIATE CITY/COUNTY/STATE SEDIMENT AND EROSION CONTROL ORDINANCE.
12. BEFORE YOU DIG STOP, CALL THE PALMETTO UTILITY PROTECTION SERVICES INC. AT 1-888-721-7877.
ITS THE LAW.
13. SEE STRUCTURAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION
14. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL & PLUMBING SUB -CONTRACTORS AND
VERIFY ALL EQUIPMENT DIMENSIONS TO CONFIRM THE LOCATIONS AND SIZES OF ALL ELECTRICAL AND
PLUMBING CONNECTIONS PRIOR TO THE START OF CONSTRUCTION.
PROPERTY BOUNDARY TYP.
------------------------------------
---------------------------------------------------------------------------
---------------------------------
--------------
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EX. LIFT STATION
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EX. BAR SCREEN
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FENNIM❑RE JOHN A & ANN
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--------------
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N/F
8583-56-1084-000
TRANSYLVANIA COUNTY
DB/PG 523/265
-----------------------
---------------------------
N/F
8583-56-1084-000
TRANSYLVANIA COUNTY
DB/PG 523/265
-----------------------------
N/F
8583-55-3841-000
BRACKEN ERNEST LEROY
JR HLTE
DB/PG 710/720
N/F
8583-55-6677-000
SHETLER THOMAS V &
PITTMAN SUSAN K
DB/PG 678/016
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PROP.CHAIN LINK
FENCE (TYP)
EX. 15" CMP (TYP)
ALIGNMENT NOT
FIELD LOCATED
PROP. 32' X 40' STORAGE BUILDING
(SEE BUILDING #1 PLANS)
PROP. 5' X 18'
CONCRETE APRON
/\)
PROP.CHAIN LINK
FENCE (TYP)
PROP. LEVEL SPREADER
SEE STORM DRAINAGE PLANS
1
PROP. 36' X 56' FILTER & UV
DISINFECTION BUILDING
(SEE BUILDING #3 PLANS)
}
PROP. 10' X 20' CONC. PAD
FOR BACK-UP GENERATOR
PROP. BACK-UP GENERATOR
REFER TO ELECTRICAL
PLANS FOR DETAILS
EX. CHAIN LINK
FENCE (TYP)
36.00'
BUILDING
3
PROP. GATE
BUILDING
1
56.00'
10' X 32' SHED PIPE
STORAGE AREA
GRAVEL ;':" , . _ :, ,..."
(SEE SHEET C3;5�FOR• :"� :.�
TYPICAL. SECTION),. R8.00'
CONTINUATION OF
EX. FENCE NOT
SURVEYED
PROP. DRIVE AISLE
CENTER LINE (TYP)
PROP. 5' CONC. SIDEWALK, TYP
SEE SHEET C3.5
R5.00
44.50'
f X
EX. GATE
TO REMAIN
EX. EOP, TYP
PROP. 2'-6"
C&G, TYP
SEE SHEET
C3.5
X
PROP. CURB TAPER
SEE SHEET C3.5
PROP. EDGE OF 22'
DRIVE AISLE (TYP)
PROP. EDGE OF
PAVEMENT (TYP)
R60.00'
BLOWER
AREA
BUILDING
2
PROP RETAINING WALL
DESIGN BY OTHERS SEE
STRUCTURAL PLANS
BUILDING
4
— PROP. 24' X 36' OFFICE
(SEE BUILDING #4 PLANS)
EX. EDGE OF GRAVEL - -�
EX. EDGE OF
GRAVEL,TYP
CONTINUATION OF
EX. FENCE NOT
SURVEYED
0
PUMP
ROOM
R52.16'
PROP.CHAIN LINK
FENCE (TYP)
EX. EOP,
TYP
50.00'
PROP. 28' X 52' BLOWER, PUMP,
& PLANT CONTROL BUILDING
(SEE BUILDING #2 PLANS)
DIGESTER
POST
EQ
PROP. CONC. PAD FOR SLUDGE
REMOVAL CONNECTION
SEE SHEET C6.9
EX. CHAINLINK
FENCE (TYP)
PROP. SEQUENCING
BATCH REACTOR
R50.00' "
R52.16'
R94.00'
PROP. LEVEL SPREADER
SEE STORM DRAINAGE PLANS
PROP. RETAINING WALL
SEE GRADING PLAN FOR
ADDITIONAL INFORMATION
PROP. SECONDARY
ACCESS ROAD
SEE SHEET C3.5
L"10.34' ". �• Op"53.8'V�
R"50.00''
EX. STORM DRAINAGE EX. OVERHEAD ELECTRIC
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
TIE TO EXISTING
CONCRETE
DRIVEWAY

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
///_ -�`•�� • EX. 15" CMP (TYP)
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EX. EFFLUENT PIPE TO OUTFALL
(APPROXIMATE ALIGNMENT)
CONTRACTOR TO VERIFY LOCATION
AND DEPTH PRIOR TO THE START
OF ANY CONSTRUCTION ACTIVITIES ss
EX. SSMH-2
(TO REMAIN)
ss
EX. CHLORINE FEED BUILDING
TO REMAIN UNTIL PROPOSED PLANT
HAS BEEN PLACED INTO SERVICE
ts.s SS
PROP. STANDBY GENERATOR
SEE ELECTRICAL PLANS
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\ \ \ \ \ \ \\\\ N N____
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PROP. WATER LINE
SEE SHEET C6.0
PROP. TEMPORARY
AERATION BASIN INLET
SEE SHEET C3.5
10" DIP
SEE SHEETS C6.0 - C6.10
10" DIP
SEE SHEETS C6.0 - C6.3
\Otr-\6\
LIMITS OF SURVEY(TYP)
PROP. RETAINING WALL
DESIGN BY OTHERS SEE
STRUCTURAL PLANS
2630
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V,/ EDGE OF GRAVEL
ss a s
1 ! 1 -- �- �. -'1 �-�r• `� \ \ \ \
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LANDDESIGN, INC. DOES NOT INTEND FOR THE CONSTRUCTION SEQUENCING
NOTES TO DICTATE NOR TAKE RESPONSIBILITY FOR ACTUAL CONSTRUCTION �y
�` H MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SAFETY PRECAUTIONS WHICH__
THE CONTRACTOR IS
_ � ARE GOVERNED BY LOCAL, STATE AND FEDERAL GUIDELINES,
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION RELATED ACTIVITIES ASSOCIATED
...WITH THIS PROJECT.
DRAWING IS PROVIDED AS A VISUAL REFERENCE FOR THE FIRST PHASE OF
CONSTRUCTION ONLY. SEE SITE, UTILITY, GRADING, AND STRUCTURAL PLANS FOR
ADDITIONAL INFORMATION
EXISTING SECURITY FENCE AROUND THE PERIMETER OF THE PROJECT
- SHALL REMAIN IN PLACE DURING CONSTRUCTION. CONTRACTOR SHALL
SECURITY FENCE NOTE:
ADJUST FENCE LOCATION AND ADD ADDITIONAL FENCING/GATES, AS
2700
,7/./ /// /4/ /// — PROP. FORCE MAIN \
/
EX. EOP
EX. EDGE OF GRAVEL
Fxf
CALL 1.4300.63
N.C. ONE -CALL CE
Ira THE LAW!
•
NEEDED, AS CONSTRUCTION PROGRESSES. SECURITY FENCE TO
REMAIN UPON COMPLETION OF THE PROJECT.
DESIGN BY OT SEE --
STRUCTURAL LA
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INV: 2601.40
N
N
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N N
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—
PROP SECONDARY
ACCESS ROAD \
•
CONSTRUCTION SEQUENCE
EXISTING TREATMENT PLANT TO REMAIN IN OPERATION AT ALL TIMES. CONTRACTOR TO COORDINATE ALL ACTIVITIES WITH TREATMENT
PLANT OWNER AND ON -SITE OPERATOR
STEP 1: PERMITS:
CONTRACTOR SHALL ENSURE ALL PERM1TS/APPROVALS HAVE BEEN OBTAINED PRIOR TO THE BEGINNING OF CONSTRUCTION.
STEP 2: LOCATE ALL EXISTING UTILITIES:
CONTRACTOR SHALL IMMEDIATELY REPORT ANY DEVIATIONS FROM ELEVATIONS AND/OR LOCATIONS SHOWN ON THE CONSTRUCTION
DOCUMENTS TO LANDDESIGN.
PIPE INVERT ELEVATIONS ARE CRITICAL TO DESIGN. CONTRACTOR TO LOCATE EX. UTILITIES AT EACH PROPOSED TIE IN LOCATION AND
REPORT ELEVATIONS TO LANDDESIGN PRIOR TO CONSTRUCTION. FIELD ADJUSTMENT OF PIPE INVERT ELEVATION AND/OR LOCATION
MAY BE REQUIRED.
STEP 3: INSTALL PHASE 1 EROSION CONTROL MEASURES AND CONSTRUCT PROPOSED STORAGE BUILDING (BUILDING 1)
STEP 4: PERFORM ROUGH GRADING FOR PROPOSED SECONDARY ACCESS ROAD
STEP 5: INSTALL PROPOSED FORCE MAIN.
PROPOSED FORCE MAIN MAY BE INSTALLED CONCURRENTLY WITH BUILDING DEMOLITION AND/OR TREATMENT PLANT INSTALLATION.
CONTRACTOR SHALL COORDINATE ACTIVITIES WITH PLANT MANUFACTURER AND OWNER.
THE CONNECTION OF THE PROPOSED FORCE MAIN TO THE EXITING LIFT STATION SHALL NOT BE MADE AT THIS TIME.
STEP 6: REMOVE EXISTING STORAGE BUILDING AND EXISTING SHED:
CAREFULLY .DEMOLISH BUILDINGS AS SHOWN ON PHASE 1 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED, RECYCLED, OR
DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE RECORDS
INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO THE
GREATEST EXTENT POSSIBLE.
STEP 7: INSTALL TEMPORARY FORCE MAIN INLET TO AERATION BASIN:
LOCATE EXISTING FORCE MAIN ADJACENT TO THE AERATION BASINS AND INSTALL THE 8" DIP TEE.
INSTALL THE TEE AND PIPING AS SHOWN ON THE PHASE 1 CONSTRUCTION SEQUENCE PLAN TO BYPASS THE EXISTING DISTRIBUTION
BOX AND DIVERT INFLUENT OVER THE BASIN WALL AND DIRECTED DOWNWARD INTO THE AERATION TANK.
COORDINATE THE EXACT LOCATION OF THE TEMPORARY PIPE WITH THE OWNER PRIOR TO THE START OF CONSTRUCTION.
STEP 8: MAKE CONNECTION TO EXISTING WATERLINE ADJACENT TO AERATION BASIN. INSTALL THE TEE, THE GATE VALVE, AND CAP EXITING
WATER LINE AS NEEDED SO THAT A PORTION MAY BE REMOVED TO AVOID CONFLICT WITH THE PUMP / BLOWER BUILDING
REMOVE / RELOCATE ADDITIONAL UTILITIES AS NEEDED ACCORDING TO PHASE 1 DEMOLITION PLAN
STEP 9: PERFORM ROUGH GRADING FOR PROPOSED SECONDARY ACCESS ROAD
STEP 10: INSTALL PROPOSED FORCE MAIN.
PROPOSED FORCE MAIN MAY BE INSTALLED CONCURRENTLY WITH BUILDING DEMOLITION AND/OR TREATMENT PLANT INSTALLATION.
CONTRACTOR SHALL COORDINATE ACTIVITIES WITH PLANT MANUFACTURER AND OWNER.
THE CONNECTION OF THE PROPOSED FORCE MAIN TO THE EXITING LIFT STATION SHALL NOT BE MADE AT THIS TIME.
STEP 11: REMOVE EXISTING GRIT CHAMBER
CAREFULLY .DEMOLISH GRIT CHAMBER AS SHOWN ON PHASE 1 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED, RECYCLED,
OR DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE RECORDS
INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO THE
GREATEST EXTENT POSSIBLE.
STEP 12: PERFORM ROUGH GRADING OF PROPOSED OFFICE LOCATION:
CONTRACTOR SHALL ROUGH GRADE OFFICE LOCATION AS SHOWN ON THE GRADING PLAN AND STABILIZE MEDIATE AFTER GRADING HAS
BEEN COMPLETED.
THIS AREA SHALL REMAIN CLEAR TO BE USED FOR STAGING SEQUENCING BATCH REACTOR (SBR) CONSTRUCTION.
STEP 13: PERFORM ROUGH GRADING OF SBR LOCATION AND INSTALL PROPOSED RETAINING WALL.
STEP 14: INSTALL TREATMENT PLANT FOUNDATION.
INSTALL FOUNDATION ACCORDING TO STRUCTURAL, SITE, AND GRADING PLANS
MANUFACTURER WILL INSTALL PLANT COMPONENTS ON FINISHED FOUNDATION
STEP 15: COORDINATE INSTALLATION OF TREATMENT PLANT WITH MANUFACTURER:
MANUFACTURER WILL INSTALL STAINLESS STEEL TANKS AND PLANT COMPONENTS AS SHOWN IN THE CONSTRUCTION DOCUMENTS AND
ALL CONNECTIONS TO THE PROPOSED PLANT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
STEP 16: INSTALL BUILDING FOUNDATIONS AND YARD PIPING
INSTALL BUILDING FOUNDATIONS AND PIPING BETWEEN THE PROPOSED SBR AND EACH BUILDING. INSTALL YARD PIPING AS SHOWN ON
CHAPTER 6 AND CONDUIT AS SHOWN IN ELECTRICAL PLANS. COORDINATE LOCATION AND REQUIREMENTS WITH SBR MANUFACTURER
STEP 17: INSTALL SANITARY SEWER AND STUB BUILDING CONNECTIONS. AS SHOWN ON PIPING PLANS
STEP 18: COMPLETE BUILDING CONSTRUCTION:
CONTRACTOR SHALL COMPLETE BUILDING CONSTRUCTION ACCORDING TO THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS.
STEP 19: INSTALL ADDITIONAL TREATMENT PLANT EQUIPMENT:
CONTRACTOR SHALL INSTALL THE FILTER AND UV DISINFECTION EQUIPMENT ACCORDING THE CONSTRUCTION DOCUMENTS AND
MANUFACTURER'S SPECIFICATIONS.
CONTRACTOR SHALL INSTALL THE BLOWERS, PUMPS, AND ALL OTHER APPURTENANCES ACCORDING TO THE CONSTRUCTION
DOCUMENTS AND MANUFACTURER'S SPECIFICATIONS.
AUTOMATIC VALVES CONTROLLED BY THE PLANT CONTROL SYSTEM SHALL BE SUPPLIED BY THE MANUFACTURER, ADDITIONAL
EQUIPMENT, MATERIALS AND APPURTENANCES REQUIRED TO INSTALL THE OWNER SUPPLIED EQUIPMENT SHALL BE PROVIDED BY THE
CONTRACTOR.
STEP 20: COMPLETE ALL TREATMENT PLANT CONNECTIONS
STEP 21: TEST THE OPERATION OF INSTALLED ALL PROPOSED EQUIPMENT:
CONTRACTOR SHALL TEST THE OPERATION OF THE PROPOSED EQUIPMENT PRIOR PLACING THE SEQUENCING BATCH REACTOR IN TO
SERVICE.
STEP 22: TEST THE OPERATION OF THE SBR AND PLACE IT INTO SERVICE FOR TESTING.
THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER TO PLACE THE SBR INTO SERVICE FOR TESTING AND TRAINING.
THE EXISTING PLANT SHALL REMAIN IN WORKING ORDER, READY TO ACCEPT FLOW, UNTIL SUCH TIME AS THE PROPOSED FACILITY HAS
BEEN SHOWN TO RELIABLY PRODUCE EFFLUENT THAT IS WITHIN THE EXISTING PERMIT LIMITS.
THE CONTRACTOR SHALL NOT BEGIN DEMOLITION OF THE EXISTING FACILITIES UNTIL WRITTEN NOTICE TO PROCEED HAS BEEN
OBTAINED FROM THE OWNER
STEP 23: PLACE THE SBR INTO SERVICE
STEP 24: INSTALL PHASE 2 EROSION CONTROL MEASURES
STEP 25: BEGIN DEMOLITION OF EXISTING TREATMENT PLANT:
CAREFULLY .DEMOLISH PLANT COMPONENTS AS SHOWN ON PHASE 2 DEMOLITION PLAN SEPARATING MATERIALS TO BE REUSED,
RECYCLED, OR DISCARDED. STOCK PILE MATERIAL TO BE REUSED AS DIRECTED BY THE OWNER. CONTRACTOR SHALL KEEP ACCURATE
RECORDS INCLUDING WEIGHTS AND VOLUMES OF ALL MATERIAL TO BE RECYCLED OR DISCARDED. MATERIAL SHALL BE RECYCLED TO
THE GREATEST EXTENT POSSIBLE.
STEP 26: INSTALL STORM DRAINAGE
STEP 27: COMPLETE REMAINING UTILITY INSTALLATION
STEP 28: FINAL GRADING, SITEWORK, AND PAVING
CONTRACTOR SHALL COMPLETE FINAL GRADING, SITEWORK, AND PAVING ACCORDING TO THE CONSTRUCTION DOCUMENTS AND
SPECIFICATIONS
STEP 29: LANDSCAPING
CONTRACTOR SHALL COMPLETE LANDSCAPING ACCORDING TO THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS
STEP 29: PROVIDE AS -BUILT INFORMATION TO OWNER AND ENGINEER
CO
CORPORATE
SIMA
LAL
SEAL
6988
9/19/2017
FINAL DRAWING - FOR
REVIEW PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
< Z
cc
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CONSTRUCTION SEQUENCE
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
2605
2600
2595
2590
2585
2580
2575
2570
2565
2560
2555
2550
i
ELEV = 2560.3
LIFT STATION LWL
2605 2655
2600 2650
2595 2645
2590 2640
2585 2635
2580 2630
2575 2625
2570 2620
2565 2615
2560 2610
2555 2605
2550 2600
POST EQ
DIGESTER
REACTOR
ELEV = 2650.000
TOP OF TANK
ELEV = 2647.500
ELEV = 2647.500
SBR TWL
DIGESTER TWL
ELEV = 2640.000
SBR LWL
ELEV = 2636.830
POST EQ TWL
PROP.
GRADE
FILTER
ELEV = 2628.247
POST EQ LWL
ELEV = 2628.247
OVERFLOW WEIR
ELEV = 2628.080
NORMAL HWL
ELEV = 2626.000
SBR REACTOR INLET CIL
\ ELEV = 2625.848 ''"'"'
NORMAL HWL
ELEV = 2625.123
ELEV = 2625.123 UV DISINFECTION
CIL IN
ELEV = 2625.000 \
CIL OUT
//2\
BOTTOM OF REACTOR TANK
EX.
GRADE
ELEV = 2622.533 I*
ELEV = 2622 500
\
HWL INFLUENT
HWL EFFLUENT ELEV = 2620.500
TOP OF BOX
\
ELEV = 2621.343 —
at_ INLET
ELEV = 2621.343
CIL OUTLET
)TEEN = 2620.000
\ ELEV = 2619 935
HWL 1.15 MGD
-------
—� HWL 0.90 MGD
—\ELEV
�v ----- _. �- ��_
= 2619.740
ELEV = 2620.500
i`
HWL 0.36 MGD
UV/FILTER ROOM FFE ELEV = 2619.502
CIL IN- ELEV = 2619.078
C/L OUT
120* WEIR BOX FOR
FLOW MONITORING
HWL = HIGH WATER LEVELL
LWL = LOW WATER LEVEL
HYDRAULIC PROFILE
Scale: I" = 30' HORIZ* I I" = 3' VERT.
*DISTANCES BETWEEN COMPONENTS NTS
2655 2165
2650 2160
2645 2155
2640 2150
2635 2145
2630 2140
2625 2135
2620 2130
2615 2125
2610 2120
2605 2115
2600 2110
ELEV = 2123.78
HWL POST AERATION
ELEV = 2117.78
WL FRENCH BROAD
ELEVATIONS FOR POST AERATION
FROM ORIGINAL CONSTRUCTION
DOCUMENTS, NOT FROM SURVEY
2165
2160
2155
2150
2145
2140
2135
2130
2125
2120
2115
2110
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
EXHAUST FAN, TYP
3280 CFM MIN. TOTAL
PLACED IN WALL ABOVE PROPOSED PIPING
SEE ELECTRICAL PLAN
GRAVEL
PROP. BACK-UP GENERATOR
REFER TO ELECTRICAL
PLANS FOR DETAILS
a
RETAINING
WALL
DESIGN
_CNNl
2.50'
TYP
--11-- 4.00'
3.0'
M
IN
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22.39'
6.58' 6.58'
4S
POST EQ
144 SCFM
10S
DIGESTER
240 SCFM
SBR
CONTROL
PANEL
3'-0" PEDESTRIAN DOOR
PROP. VERTICAL CLOSE COUPLED
(FAIRBANKS-MORSE MODEL B5443)
SEE SHEET C6.8
AIR INTAKE LOUVER, TYP
CONTROLLED TO OPEN WHEN EXHAUST FAN IS RUNNING
LOCATED IN LOWER 1/3 OF WALL HEIGHT
LOUVER(S) TO BE SIZED TO MATCH EXHAUST FAN RATING
SEE ELECTRICAL, STRUCTURAL, AND UTILITY PLANS FOR ADDITIONAL INFORMATION.
' � .. •t ., ., - , .'; _`.. . ,".e "•">'�`7?p ... ,. '";-CaA,�`. , „ 4�•�b�.:. a�i:..n'fi�'�`:io:4�P:':r.�" .
AIR COMPRESSOR, SUPPLIED BY OWNER
CLOTH MEDIA FILTER,
PROVIDED BY OWNER
3`-0" PEDESTRIAN DOOR
10.5' 10.5'
12.00' 12.00'
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
PROP. VERTICAL CLOSE
COUPLED PUMP
(FAIRBANKS-MORSE
MODEL B5444S)
SEE SHEET C6.8
56.00'
54.67'
28.00'
UV CONTROL PANEL, TYP
NOT TO SCALE
10.73'
PROP UV DISINFECTION,
PROVIDED BY OWNER
I
I
.I
1
1
11;:DISINFECTI'
12.00'
ROLL UP DOOR
PROP UV DISINFECTION,
PROVIDED BY OWNER
GRAVEL
SBR
` k
34 67' 36.00'
PROP FLOW MONITORING WEIR
BOX MOUNTED IN SLAB,
PROVIDED BY OWNER
SEE SHEET C6.10
PROP LAB BENCH
DESIGN BY
OTHERS SEE
BUILDING PLANS
FOR ADDITIONAL
INFORMATION
2.5' 0' 2.5' 5' 10'
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION.
2. SEE UTILITY SHEETS C6.2 & C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6.4 - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
5. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
56.00'
54.67'
N.
v
CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
14.65' _
14.65'
8.66'
8.75'
8.75'
3'-0" PEDESTRIAN DOOR
8.50'
17.25'
10.57'
26.51'
17.25'
—+— *3.38'
34.67' 36.00'
6.17'
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
0'-1„
4' 0"
0'-1 1/2"
3'-0"
SECTION
11-0„
/ DIA.
STEEL BOLLARD
C3i5j, ELEVATION / PLAN
f4
1" HIGH CONCRETE TOP
SLOPE TO DRAIN
6 1/2" DIA. SCH. 40 STEEL TUBE FILLED WITH 3600 PSI
CONCRETE @ 28 DAYS, WELD TUBE TO PLATE
BLACK POWDER COAT FINISH
(4) 5/8"x18"x2" GALV. STEEL ANCHOR BOLT
BLACK POWDER COAT FINISH
13"x13"xl" STEEL MOUNTING PLATE
BLACK POWDER COAT FINISH
CONCRETE FOOTING
3600 PSI CONCRETE @ 28 DAYS
FINISHED GRADE
98% COMPACTED SUBGRADE
7" DIA.
BOLT CIRCLE
# DESCRIPTION
1. SUBGRADE: COMPACTED SUBGRADE 100% MAX. DRY
DENSITY ( STANDARD PROCTOR ) - ASTM D698.
2. SURFACE COURSE - 8" COMPACTED AGGREGATE BASE
COURSE. (CABC)
TYPICAL GRAVEL SECTION
TYPE I
TYPICAL PAVEMENT SECTION -GRAVEL
C3.5
7(7
SECTION
1/8" RADIUS
2'-6" CURB AND GUTTER
CURB AND GUTTER (2'-6")
NTS
NTS
NOT TO SCALE
NOTE:
MINIMUM SLAB THICKNESS: 6"
AS REQUIRED
BY GRADE
2
12" MIN ••°-..-
(2) #5 REBAR
HEAVY DUTY CONCRETE
#5 REBAR, 12in O.C. EACH WAY, w/3in MIN. COVER.
STOP REBAR 2in FROM CONSTRUCTION JOINTS & EDGE OF SLAB
4in AGGREGATE BASE COURSE, COMPACTED
98% COMPACTED SUBGRADE
NOTES:
1. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH
CONSULTING GEOTECH PRIOR TO INSTALLATION..
2. CONCRETE SHALL BE 3000psi @ 28 DAYS.
3. WATERPROOFING SEALANT TO MATCH CONCRETE COLOR
C3.5
SECTION
TYPICAL GRAVEL SECTION
TYPE I
7M 4X
SEE GRADING
PLAN
�j.
5
C3.5
4.00'
# DESCRIPTION
1. SUBGRADE: COMPACTED SUBGRADE 100% MAX. DRY
DENSITY ( STANDARD PROCTOR ) - ASTM D698.
2. SURFACE COURSE - 8" COMPACTED AGGREGATE BASE
COURSE. ( CABC )
4.00' -
2.00'
\//\/\/\//
12.00'
PAVEMENT SCHEDULE (TO BE VERIFIED BY PROJECT
GEOTECHNICAL ENGINEER
2.00'
3%
+-- 4.00' •
4 4.00' --•-
NOTE:
SEE GRADING PLAN FOR DITCH LOCATION
SECONDARY ACCESS RD. TYPICAL SECTION
SECTION
DRIVE AISLE
8
CURB TAPER
C3.5
ISOMETRIC
2'-6"C&G
EDGE OF PAVEMENT
BOTTOM OF CURB
TOP OF CURB
LANDSCAPE AREA OR PAVING
6" TO 0" CONCRETE CURB TAPER
NTS
SEE GRADING
PLAN
NTS
NOTES:
1. SEE LAYOUT FOR ADDITIONAL INFORMATION.
2. ALL CONCRETE TO BE 3600 PSI @ 28 DAYS.
TOP OF CURB FLUSH WITH PAVEMENT
PAVEMENT
NTS
SURFACE COURSE
SF9.5A
TACK COAT
INTERMEDIATE COURSE
S9.5A, SF9.5A
SEE TABLE BELOW
-lc SEE TABLE BELOW
SEE TABLE BELOW
BASE COURSE
COMPACTED AGGREGATE BASE COURSE
ASPHALT PAVING
NOTE
1. SURFACE COURSE
2"
1-2 SURFACE COURSE
2. INTERMEDIATE COURSE
3"
HB BINDING COURSE
2. BASE COURSE
8"
C.A. B.C.
r
3
SUBGRADE
COMPACTED SUBGRADE
NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE ASPHALT
PAVEMENT DESIGN PER ACTUAL SOIL CONDITIONS AND OWNERS
LOADING REQUIREMENTS.
ASPHALT PAVEMENT
SECTION
SCALE: 3/4" = 1' - 0"
TROWEL AND BROOM FINISH, PERPENDICULAR TO TRAVEL
3/2" BIT. EXPANSION JOINT
ALLOWY2" RECESS BELOW TOP OF SLAB
TO SEAL W/ WATERPROOF SEALANT
a'
{ e II° 4 4 °
a Qyac0o. a cbu ae ° cW
O00 OQa O O 900 0 00 00
r�\\i/\//\c/W\\t�
1/8" RADIUS
1/8" TO 1/4"
JOINT FILLER
1/2"
TRANSVERSE EXPANSION JOINT IN SIDEWALK
N.T.S.
( 6
°0 o
1/8"
GROOVE JOINT IN SIDEWALK
N.T.S.
CONCRETE SIDEWALK
C3.5
SECTION
3600 PSI CONCRETE @ 28 DAYS
CONTROL JOINT
TOOLED JOINTS PER SITE PLAN & PLAN ENLARGEMENTS
WHEN NOT SHOWN, CONTROL JOINT SHALL BE REQUIRED AT 5' INTERVALS
JOINTS TO BE}" RADII X 1" DEEP W/ WATERPROOF SEALANT
EXPANSION JOINTS AT INTERVALS OF NOT LESS THAN 30 FEET
AGGREGATE BASE COURSE, COMPACTED
95% COMPACTED SUBGRADE
NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE
CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL
BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING
EXPANSION/CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 112"
EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY
RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
4. WATERPROOF SEALANT TO MATCH CONCRETE COLOR SHALL BE
REQUIRED.
5. SIDEWALK SHALL HAVE A LATERAL SLOPE OF ONE -QUARTER INCH PER
FOOT.
NOT TO SCALE
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DETAILS -SITE
C3.5
SECTION

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
10'
10'
8'
8'
10'
RIW
O
7"
WIRE FENCE
TERMINAL POST
LINE POST BRACE RAIL
TIE WIRE (#6 GA. @ 24" CTRS.)
USED TO TIE FABRIC TO BRACE RAIL
3" MIN.
4
3It*
•
PLAN
(LINE POST TERMINAL POST SEQUENCE)
TIE ROD .375 DIA.
W/TURNBUCKLE
8'-0„
E.;I 1 I
I L --I-- TERMINAL POST
(SEE GATES FOR GATE
POST DIMENSION)
112„
CHAIN LINK FENCE
WIRE CLIPS OR TIES TO BE USED TO ATTACH
FABRIC TO POSTS AT 12" CENTERS
TENSION WERE-#7 GA.
LINE POST
LINE POST (TYP) HEIGHT
VARIES DUE TO DIFFERING
MANUFACTURING
DIMENSIONS
TENSION WIRE
10.-0"
THE FABRIC MAY EITHER BE FASTENED TO THE
TENSION WIRE BY HOG RINGS SPACED AT 2'
INTERVALS, OR THE TENSION WIRE MAY BE
WOVEN THROUGH THE FABRIC.
I 1
I 1
1 I
I 1
LuJ
BRACE RAIL
TERMINAL POST
TENSION WIRE
#7 GA.
BRACE RAIL
LINE POST
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+t4*i••��*•*i'.• 1444 '�G1-4t, ••tea*+.- I
NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A
MINIMUM OF 3'-0" IN LIEU OF CONCRETE ANCHOR
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
I
I 1
I I
I 1
11
TIE ROD 0.375 DIA. WITH I 1 I
TURNBUCKLE LENGTH OF I
THREADS FOR TURNBUCKLE I
IS 7" MIN. CUT TIE ROD I
IS REQUIRED.
gA"
so?
vhoEs
TENSION WERE
#7 GA.
TERMINAL POST
TENSION WIRE
#7 GA.
BREAK IN FENCE AT THIS POST MAY BE OMITTED
IF FENCE CAN BE TAUT WITHOUT BREAKING AND
IF OMISSION AND ERECTION ARE APPROVED BY
THE ENGINEER.
NOTE: CAPS ARE REQUIRED ON PIPE POST. CAPS ARE NOT REQUIRED ON "H" POST OR ROLL FORMED
POST . FENCE FABRIC SHALL BE INSTALLED ON THE SIDE FARTHEST FROM THE HIGHWAY EXCEPT
THAT ON HORIZONTAL CURVES GREATER THAN THREE DEGREES THE FENCE SHALL BE INSTALLED SO
AS TO PULL AGAINST LINE POST. ALL CHANGES IN DIRECTION OF FENCE LINE OF 30" OR MORE
SHALL BE CONSIDERED AS CORNERS.
METHOD OF CONSTRUCTION FENCE ON SHARP BREAK IN GRADE
NTS
C3.6
:A
'-0" HEIGHT
vie
PLAN / SECTION
GATE POST
0.375" ROUND ROD
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+i**is•�'A�i'.w*t'i a:are..•••i•1r?.i4 $41:�►+:144 .t* .1'. ***: *♦p��
1.90" O.D. PIPE
1.90" O.D. PIPE
r...r..MMI...rE
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triEEi.E,.E� im:unimm:iaEiffewa momme..mimme...�..�A.
EI'2 -1
OPENING
SECTION
NOTE: MAXIMUM WIRE SPACING TO BE 6"
MAXIMUM CLEARANCE BETWEEN LOWEST STRAND AND GROUND TO BE 6"
BRACE RAILS SHALL BE ERECTED BETWEEN TERMINAL OR GATE POSTS AT
INTERVALS NOT EXCEEDING 700' ON TANGENTS OR 350' ON SHORT RADIUS CURVES.
ADDITIONAL TERMINAL POSTS SHALL BE ERECTED IF SO DIRECTED BY THE ENGINEER.
TERMINAL POSTS SHALL BE BRACED FROM BOTH SIDES OF POST.
TO BE USED WHERE SWINGING CLEARANCE IS LIMITED
DOUBLE SWING GATE
14"
C3.6
ELEVATION
NTS
NTS
FABRIC
GALV. STEEL OR ALUMINUM COATED STEEL
#11 GAGE
ALUMINUM ALLOY OR ALUMINUM
COATED STEEL (#11 GAGE)
FRAME
COMPONENTS
GALVANIZED STEEL
#11 GAGE
ALUMINUM ALLOY
SYSTEM
G1
G2
G3
Al
A2
LINE POST
1.09" O.D.
STEEL PIPE
1.625" x 1.875"
STEEL H
1.625" x 1.885"
STEEL R.F
2.375" O.D.
ALUMINUM PIPE
2.00" x 2.50"
ALUMINUM PIPE
TERMINAL POST
(ENBD CORNER,
2.375" O.D.
STEEL PIPE
2.375" O.D.
STEEL PIPE
2.375" O.D.
STEEL PIPE
2.875" O.D.
ALUMINUM PIPE
2.875" 0.D.
ALUMINUM PIPE
GATE POST UP
THRU 6' LEAF
2.875" O.D.
STEEL PIPE
2.875" O.D.
STEEL PIPE
2.875" O.D.
STEEL PIPE
2.875" O.D.
ALUMINUM PIPE
2.875" O.D.
ALUMINUM PIPE
GATE POST 7'
THRU 12' LEAF
4.000" O.D.
STEEL PIPE
4.000" O.D.
STEEL PIPE
4.000" O.D.
STEEL PIPE
4.000" O.D.
ALUMINUM PIPE
4.000" O.D.
ALUMINUM PIPE
BRACE RAIL
1.660" O.D.
STEEL PIPE
1.660" O.D.
STEEL PIPE
S 2" x
STEEEEL R.F OOR R 1.660" O.D.
STEEL PIPE
1.660" O.D.
ALUMINUM PIPE
1.660" O.D.
ALUMINUM PIPE
r2
FABRIC
GALV. STEEL OR ALUMINUM COATED STEEL
#11 GAGE
FRAME
COMPONENTS
GALVANIZED STEEL
#11 GAGE
SYSTEM
G1
G2
G3
LINE POST
2.375" O.D.
STEEL PIPE
1.625" x 1.885"
STEEL H
1.625" x 1.875"
STEEL REF..
TERMINAL POST
(END, CORNER,
BRACES)
2.875" O.D.
STEEL PIPE
2.875" O.D.
STEEL PIPE
2.875" 0.D.
STEEL PIPE
GATE POST UP
THRU 6' LEAF
2.875" O.D.
STEEL PIPE
2.875" O.D.
STEEL PIPE
2.875" O.D.
STEEL PIPE
GATE POST 7'
THRU 12' LEAF
4.000" O.D.
STEEL PIPE
4.000" O.D.
STEEL PIPE
4.000" O.D.
STEEL PIPE
BRACE RAIL
1.660" O.D.
STEEL PIPE
1.660" O.D.
STEEL PIPE
1.250" x 1.625"
STEEL R.F OR
1.660" O.D.
STEEL PIPE
ALLOWABLE COMPONENTS FOR FENCE SYSTEMS
LE3:62A
NTS
AL
6988
9/19/2017
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GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE TO UNION COUNTY STANDARDS AND SPECIFICATIONS.
2. EXISTING CONTOUR LINES SHOWN ARE BASED ON SURVEY AND GIS. CONTRACTOR TO ADJUST
SLOPE TIE OUTS AS NEEDED MAINTAINING PROPOSED SLOPES.
3. SEE STRUCTURAL DESIGN SHEETS FOR SLAB TYPICAL SECTIONS AND ADDITIONAL INFORMATION.
4. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
5. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP
OF TOPSOIL IN AREAS TO BE SEEDED.
6. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS
PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION OF THIS
PROJECT.
7. THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT
AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL
COMPLY WITH ALL LOCAL, STATE,AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES.
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL STRUCTURES UPON
COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO
THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.
8. GRADING CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST.
CONTRACTOR SHALL CONTROL DUST BY SPRINKLING, OR BY OTHER METHODS AS DIRECTED BY
ENGINEER AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER.
9. GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR
POLLUTION ORDINANCES OR RULES.
10. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN
THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR THEIR OPERATIONS AND
CONSTRUCTION TO BE PERFORMED.
CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS
WORK.
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PROP. DOG HOUSE MANHOLE
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CONTRACTOR TO LOCATE PRIOR
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1% MIN SLOPE
PROP. 304 SS FLOW
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PLANS FOR DETAILS
SS CLEANOUT, TYP
0+19.03
90' HORIZ. BEND
0+33.71
45" HORIZ. BEND
WATER LINE STUB
FILTER / UV BUILDING •
PROP. SSMH-1
RIM: 2619.85
12' INV. IN: 2605.99 (SSMH-4)
8" INV. IN: 2609.95 (SSMH-2)
12' INV. OUT: 2605.99 (EX SSMH-1)
PROP. 2 CY DUMPSTER
PROVIDED BY OWNER
EX. EX SSMH-2
RIM: 2620.14
12" INV. IN: 2607.99 (TO BE PLUGGED)
12" INV. OUT: 2607.74 (SSMH-4)
PROP. SSMH-4
RIM: 2621.94
12" INV. IN: 2606.80 (EX SSMH-2)
10" INV. IN: 2615.84 (10" BEND)
12" INV. OUT: 2606.80 (SSMH-1)
8" DIP FILTER
OVERFLOW PIPING
MIN SLOPE: 1.5%
EX. 12" DIP SS, TYP
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PROP. 6" DIP DRAIN 1% MIN SLOPE
3' MIN COVER
SEE GRADING PLAN AND SITE PLAN
FOR ADDITIONAL INFORMATION
PROP. STORM DRAINAGE, TYP
SEE STORM DRAINAGE PLANS
Gp
0+80,23
11.25' VERT. BEND
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X
CORE EXISTING MANHOLE
PROP. 8" X 10" CONCENTRIC EXPANDER (FJ-FJ)
SEE SHEET C6.2 FOR CONTINUATION
PROP. CO-1
RIM: 2631.02
6" INV. OUT: 2624.00 (SSMH-3)
PROP. EBAA FLEX -TEND° (FJ-FJ)
FLEXIBLE EXPANSION JOINT
PROP. 21.90 LF OF 6" DIP @ 3.00%,`�
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PROP. SSMH-2
RIM: 2630.35
8" INV. IN: 2621.96 (SSMH-3)
8" INV. OUT: 2621.76 (SSMH-1)
PROP. OFFICE
(SEE STRUCTURAL
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\ k
PROP. SBR JET AERATION
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SEE SHEET C6.2
PROP. SSMH-3
RIM: 2630.48
6" INV. IN: 2623.34 (CO-1)
8" INV. OUT: 2622.41 (SSMH-2)
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(APPROXIMATE LOCATION)
CONTRACTOR TO VERIFY
0+00
PROP. 18 CONCRETE PIPE
0+50
PROP. GRADE OVER CIL
PROP. 10" DIP
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PROFILE VIEW OF PROPOSED SANITARY SEWER
SCALE: 1" = 20' HORIZ. & 1" = 2' VERT.
1+50
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CONTRACTOR TO VERIFY
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SCALE: 1" = 20' HORIZ. & 1" = 2' VERT.
2635
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2625
2620
2615
2610
2605
EXISTING UTILITIES NOTE:
EXISTING UTILITIES AS SHOWN ARE A COMPOSITE OF SURVEY, G1S, AND AS -BUILT
INFORMATION.
CONTRACTOR TO FIELD VERIFY ALL INVERT ELEVATIONS AND UTILITY LOCATIONS INCLUDING
VERTICAL ELEVATIONS PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEER AND OWNER OF ANY DISCREPANCIES.
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PROP. BLOWER, PUMP, & PLANT CONTROL BUILDING
SEE SHEET C3.4 FOR ADDITIONAL INFORMATION
INFLUENT
FROM EX.
LIFT STATION
2800'
PROP. 10" AUTOMATIC VACFLUSH VALVE, TYP
PROVIDED BY SBR MANUFACTURER
-- x
x ---- x x PROP. i0"AUTOMATIC INFLUENT VALVE
PROVIDED BY SBR MANUFACTURER
PROP. 8" AUTOMATIC PLUG VALVE, TYP
SEE NOTE #1
PROP. 8" AUTOMATIC VACFLUSH VALVE, TYP
PROVIDED BY SBR MANUFACTURER
PROP. VERTICAL CLOSE COUPLED SOLIDS
HANDLING PUMP (FAIRBANKS-MORSE
MODEL B5443 - 8" SUCTION & 6" DISCHARGE)
PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER
PUMP MANUFACTURERS SPECIFICATIONS
SEE SHEET C6.8
PROP. 8" AUTOMATIC WASTE SLUDGE VALVE
PROVIDED BY SBR MANUFACTURER
CAST IRON FLOOR DRAIN, TYP
75 SO IN MIN FREE AREA
15" TOP, 6" DIA OUTLET
JR SMITH 2295 OR APPROVED EQUAL
PIPING NOTE:
1. PIPING FROM THE SBR TO JET AERATION PUMPS
SHALL BE DIP WITH FLANGED JOINTS.
2. ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF
ENAMEL PER OWNER'S COLOR SELECTION.
3. PIPING SHALL BE COLOR CODED AND LABELED PER
OWNER'S SELECTION.
NOTES:
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR JET AERATION SYSTEMS TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE PUMP
ROOM SHOWN ON THIS SHEET TO BE SUPPLIED BY THE
MANUFACTURER AND INSTALLED BY THE CONTRACTOR
UNLESS NOTED OTHERWISE.
PROP. VERTICAL CLOSE
COUPLED SOLIDS HANDLING
PUMP ON 6" (T) CONC. BASE
SEE SHEET C6.8
PROP ECCENTRIC EXPANDER
DIGESTER JET AERATION: 6" X 8"
PROP. VERTICAL CLOSE COUPLED SOLIDS
HANDLING PUMP (FAIRBANKS-MORSE MODEL
65444S -10" SUCTION & 8" DISCHARGE)
PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER
PUMP MANUFACTURERS SPECIFICATIONS
SEE SHEET C6.8
PROP. CO-1
RIM: 2631.02
6" INV. OUT: 2624.00 (SS M H-3)
PROP. 10" AUTOMATIC VACFLUSH VALVE, TYP
PROVIDED BY SBR MANUFACTURER
8" X 10" EXPANDER
FLEXIBLE EXPANSION JOINT, TYP
PROP. 1" WATER LINE
PROP. GV
TIE TO EX. WATER LINE
PROP. 10" AUTOMATIC INFLUENT VALVE
PROVIDED BY SBR MANUFACTURER
PROP 8" FM FROM LIFT STATION
SEE SHEETS C7.0 - C7.3
PROP. 8" AUTOMATIC VA VALVE, TYP
PROVIDED BY SBR MAN RER
(1) TURNED
(1) TURNED
TIC VACFLUSH VALVE, TYP
PROVIDED MANUFACTURER
PROP. 8" AUTOMATIC VACFLUSH VALVE, TYP
PROVIDED BY SBR MANUFACTURER
I WAS PIPING (SEE ABOVE)
TYPICAL SBR VACFLUSH CROSSOVER PIPING
SCALE: NTS
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8" DIP
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PROVIDED BY SBR MANUFACTURER . .
0" DIP
10" DIP
8" DIP
6" DIP
PROP. CONNECTION FOR
SLUDGE REMOVAL
PROP. 10" AUTOMATIC INFLUENT VALVE
PROVIDED BY SBR MANUFACTURER
FLEXIBLE EXPANSION JOINT, TYP
PROP. 45° BEND, TYP
•
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PROP. BOLLARD
SEE SITE PLAN &
DETAILS SHEET C3.5
PROP. FREEZE /
PROOF HYDRANT
ATER SERVICE
FOR BUILDING
PROP. WATER
SERVICE FOR SBR
PROP. SSMH-3
RIM: 2630.4a
8" INV. OUT: 2622.41 (SSMH-2)
PROP 8" SS
SEE SHEET C6.0 & C6.1
SEE BELOW GRADE WALL
PENETRATION DETAIL SHEET C6.9
FLEXIBLE EXPANSION JOINT, TYP
•
•
•
•
•
PROP. RETAINING WALL
SEE SITE, STRUCTURAL, & GRADING
PLANS FOR ADDITIONAL INFORMATION
8" DIGESTER SUCTION
(UNDER SBR JET HEADER)
10" SBR JET E
8" DIGESTER WAS
•
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(UNDER SBR JET HEADER)
10" SBR JET HEADER
(OVER DIGESTER JET HEADER)
10" ID/SC MANIFOLD
SBR 1
IFOLD
SBR2
DIGESTER
EQUIPMENT NOTES:
.1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED
BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO 'THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON 'THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
TANK WALL
rAA
3.33'
0.49'
HYDROSTATIC BUL
2.50'
1.75'
2.50'
4.76'
JET AERATION CONNECTIONS
2.33'
SBR 2
614
SBR FLOOR EL = 0.00
C6.2
PLAN/ELEVATION
VERTICAL CLOSE COUPLED SOLIDS
PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER
PUMP MANUFACTURER'S SPECIFICATIONS
PROP. 90° BEND
INFLUENT
FROM EX.
LIFT STATION
frBB
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NOTE:
1. DRAWING IS NOT TO SCALE
2. VALVES NOT SHOWN FOR CLARITY
3. DIGESTER VACFLUSH PIPING HAS SIMILAR ELEVATION.
SEE ABOVE FOR PIPE SIZES
PROP ECCENTRIC EXPANDER
SEE ABOVE PLAN FOR SIZE
PROP. 10" X 8" CROSS
6" (T) CONCRETE EQUIPMENT BASE
4 SEE UTILITY PLAN, STRUCTURAL PLAN,
& MANUFACTURER'S SPECIFICATIONS
TYPICAL SBR VACFLUSH PIPING
NTS
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PROP. BACK-UP GENERATOR
REFER TO ELECTRICAL
PLANS FOR DETAILS
fl
WATER LINE STUB
FILTER / UV BUILDING
fl
56.00'
N
0+00.00
90° VERT. BEND
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CLOTH MEDIA FILTER,
PROVIDED BY OWNER
5.93'
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CAST IRON FLOOR DRAIN, TYP
75 SQ IN MIN FREE AREA
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10" DIP
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0+33.71
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0+52.50
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12" INV. IN: 2606.80 (EX SSMH-2)
10" INV. IN: 2615.84 (10" BEND)
12" INV. OUT: 2606.80 (SSMH-1)
5y
SS SS SS SS SS SS SS
EX. 35.59 LF OF 12" DIP @ 2.26%
i
PROP. 10" 90° BEND TO
FILTER OVERFLOW OUTLET
PROP. 10" 90° BEND TO FILTER INLET
PROP. 10" X 6" REDUCER
PROP. 10" PLUG VALVE
(BY CONTRACTOR)
PROP. 10" 90° BEND
±7.5'
(AA
PROP. 10" TEE
PROP. 10" 90° BEND
PROP. 10" DIP
OVERFLOW PIPING
PROP. 6" DIP
24" MIN METER TO EXPANDER
36" MIN
REDUCER TO METER
PROP. 6" ELECTRO MAGNETIC FLOW METER
SIEMENS MAG 5100W
3 (SUPPLIED BY SBR MANUFACTURER -
INSTALLED BY CONTRACTOR)
6" BACKWASH BUTTERFLY VALVE
SUPPLIED BY FILTER MANUFACTURER
0
v,
N
DRAI
DRAI
j---- SEE INSET
'DRAIN-- DRAT
10 73'
SEE SHEET C6.10 FOR
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7.63'
1
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PROVIDED BY OWNER _.
6" DIP FLOOR DRAIN PIPING
SEE BUILDING PLANS FOR INTERIOR
DRAIN LOCATIONS AND DETAILS
PROP LAB BENCH
DESIGN BY OTHERS SEE BUILDING
PLANS FOR ADDITIONAL INFORMATION
PROP UV DISINFECTION,
PROVIDED BY OWNER
PROP FLOW MONITORING WEIR
304 SS BOX MOUNTED IN SLAB,
PROVIDED BY OWNER
SEE SHEET C6.11
SEE SHEET C6.10 FOR
FILTER TO UV PIPE ELEV.
PROP UV DISINFECTION,
PROVIDED BY OWNER
8.98'
SEE BELOW GRADE WALL
PENETRATION DETAIL SHEET C6.9
l
PROP. 10" DIP
SEE SHEET C6.0
0S
1OSS
TOSS
PROP. EBAA FLEX -TEND®
FLEXIBLE EXPANSION JOINT, TYP
36.00'
0SS
PROP. 37.15 LF OF 10"
PROP. FILTER & UV
DISINFECTION BUILDING
SEE SHEET
(SEE STRUCTURAL PLANS)
0
0
co
SS CLEANOUT, TYP
SEE BUILDING PLANS FOR CONTINUATION
SS SS SS SS SS SS SS SS SS
EX. 41.77 LF OF 12" DIP @ 2.26%
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP. 10" 90° BEND TO
FILTER #2 OVERFLOW
PROP. 10" 90° BEND
TO FILTER #2 INLET
PROP. AUTOMATIC PLUG VALVE
FOR FLOW CONTROL ABOVE BEND
(SUPPLIED BY SBR
MANUFACTURER)
PROP. 90 ° VERTICAL BASE BEND
PROP. 6" X 10" EXPANDER
PROP. 6" TEE WITH BLIND FLANGE ONE END
PROP. 10" X 10" X 6" TEE
PROP. 10" DIP OVERFLOW PIPING
CLOTH MEDIA FILTER INFLUENT PIPING
FLOOR
C6.3
,A
SECTION
NTS
SS SS
(BB
EX. 12" DIP SS, TYP EX. EX SSMH-2
PROP. 10" TEE WITH
BLIND FLANGE ONE END
PROP. 6" TEE WITH BLIND
FLANGE ONE END
f
PROP. 10" 90° BEND
10" X 10" X 6" TEE BELOW
6" BACKWASH BUTTERFLY VALVE
SUPPLIED BY FILTER MANUFACTURER
PROP. 10" 90° BEND
BACKWASH MANIFOLD
2.5' 0' 2.5' 5' 10'
0
6.0 FOR CONTINUATION
W
W
w
CLOTH MEDIA FILTER,
PROVIDED BY OWNER
PROP. 8" 90° HORIZONTAL BEND
PROP. 10" X 8" REDUCER
PROP. 90 ° VERTICAL BEND
PROP. AUTOMATIC PLUG VALVE
FOR FLOW CONTROL ABOVE BEND
(SUPPLIED BY SBR
MANUFACTURER)
PROP. 6" X 10" EXPANDER
BELOW VALVE
PROP. 6" DIP
24" MIN METER TO EXPANDER
PROP. 6" ELECTRO MAGNETIC FLOW METER
SIEMENS MAG 5100W
(SUPPLIED BY SBR MANUFACTURER -
INSTALLED BY CONTRACTOR)
PROP. 6" DIP
36" MIN REDUCER TO METER
PROP. 10" 90° BEND
PROP. 10" 90° BEND
PROP. 10" DIP
OVERFLOW PIPE
PROP. 10" X 10" X 6" TEE
PROP. 6" TEE WITH BLIND
FLANGE ONE END
FILTER OVERFLOW & BACKWASH PIPING
PROP. 10" 90° BEND
FLOOR
C6.3 G
PLAN / SECTION
NTS
PROP COMPRESSOR, TYP
SUPPLIED BY OWNER
NOT TO SCALE
PROP CONTROL PANEL,TfP
NOT TO SCALE
PROP 8" AUTOMATIC PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP 8" TEE
PROP (2) - 8" 90° VERTICAL BENDS
0
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PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
PROP. 10" TEE
PROP. 10" PLUG VALVE
(SUPPLIED BY CONTRACTOR)
EQ,
10" DIP
INV. 2616.58
PROP (2) - 8" 90° VERTICAL BENDS
PROP BACKWASH /
OVERFLOW PIPING
A
PROP. 10"X 8" REDUCER
I I
PROP. 6" DIP
PROP. 10" X 6" REDUCER
E s
I
1 i
PROP. 10" PLUG VALVE
(BY CONTRACTOR)
I I
1 1
3 t
PROP. 10" 90° BEND
1 I
PROP. 10" 90° BEND
(TURNED UP)
1 1
•
•
PROP 8" X 12" EXPANDER
PROP 8" TEE
PROP. UV DISINFECTION
PROVIDED BY OWNER
PROP AUTOMATIC 8" PLUG VALVE
SUPPLIED BY CONTRACTOR
PROP. UV DISINFECTION
PROVIDED BY OWNER
PROP 8" X 12" EXPANDER
PROP CLOTH MEDIA FILTER
PROVIDED BY OWNER
'.'" I
INSET
SCALE: 1" = 2'
PIPING NOTE:
1. PIPING FROM THE FILTER TO WEIR BOX SHALL BE DIP
WITH FLANGED JOINTS.
2. ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF
ENAMEL PER OWNER'S COLOR SELECTION.
3. PIPING SHALL BE COLOR CODED AND LABELED PER
OWNER'S SELECTION.
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED
BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
5. THE UV SYSTEM SHALL INCLUDE CONTROL SYSTEMS TO AUTOMATICALLY SWITCH FLOW
BETWEEN UNITS IN THE EVENT OF MALFUNCTION OR LOW PERFORMANCE. SEE ELECTRICAL
PLANS FOR ADDITIONAL INFORMATION.
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
PROP. 6" 90°
LR BEND,
TYP
AUTOMATIC BUTTERFLY
VALVE, TYP
SUPPLIED BY SBR
MANUFACTURER
MANUAL BUTTERFLY
VALVE, TYP
SUPPLIED BY SBR
MANUFACTURER
MANUAL BUTTERFLY
VALVE, TYP
SUPPLIED BY SBR
MANUFACTURER
PROP. 8" DIP
MANUAL BUTTERFLY
VALVE, TYP
SUPPLIED BY SBR
MANUFACTURER
PROP. 6" DIP
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY CONTRACTOR
SEE BELOW GRADE WALL
fix. ` '+� • ` • -
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499 SCFM
25S
SBR #1
499 SCFM
PROP. 6" FLEXIBLE CONNECTION
TYPICAL (FIVE LOCATIONS)
SEE DETAIL SHEET C6.9
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•
MANUAL BUTTERFLY VALVE, TYP \
SUPPLIED BY SBR MANUFACTURER \ \\
•
SEE SHEET C6.5
® NOTES:
PROP. BLOWER PUMP, &
PLANT CONTROL BUILDING
(SEE STRUCTURAL PLANS)
Pc- 0
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR AERATION SYSTEM TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE
BLOWER ROOM SHOWN ON THIS SHEET TO BE
SUPPLIED BY THE MANUFACTURER AND INSTALLED BY
THE CONTRACTOR UNLESS NOTED OTHERWISE.
SOLBERG BLOWER INLET SILENCER, TYP
BEE CI tEcr CG.9
NOTES:
1. INLET MANUAL BUTTERFLY VALVES SUPPLIED
BY CONTRACTOR. ...-.-
2. SEE DETAIL SHEET C6.9 FOR ADDITIONAL
INFORMATION.
3. INLET PIPING IDENTICAL FOR ALL 25S
BLOWERS
4. SEE SHEET C6.9 FOR TYPICAL FLEXIBLE INLET
CONNECTION TO BLOWER
5. SEE SHEET C6.5 FOR INLET PIPING CROSS
SECTIONS
25S /
BACK-UP
--� 499 SCFM
PIPE STANCHION (BELOW)
FIELD CUT AND WELDED TO FIT
SEE SHEET C6.9
25S
SBR #2
499 SCFM
SEE WALL PENETRATION DETAIL SHEET C6.9
25S
SBR #1
499 SCFM
5" X 6" EXPANDER, TYP
6" MANUAL BUTTERFLY VALVE, TYP
(2)-6" 90° VERT. BEND, TYP
SEE SHEET C6.5 & SHEET C6.9
SOLBERG BLOWER INLET SILENCER, TYP
SEE SHEET C6.9
SOLBERG BLOWER INLET SILENCER, TYP
CCC CI fECT CC.0
(2)-4" 90° VERT. BEND, TYP
I SEE SHEET C6.5 & SHEET C6.9
4" MANUAL BU'°f IRFLY VALVE, TYP
3" X 4" EXPANDER,`1 R
•
(2)-4" 90° VERT. BEND, TYP
SEE SHEET C6.5 & SHEET C6.9
4" MANUAL BUTTERFLY VALUE, TYP
3" X 4" EXPANDER, TYP
BLOWER INLET PIPING
SCALE: 1" = 5'
W
W
•
•
\
•
•
•
•
•
\
•
4%4
6" AIR CONNECTIONS
aistal
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1
1
PROP.6" DIP PIPE, TYP
3' MIN COVER
SBR 1
PROP.4" DIP PIPE, TYP
3' MIN. COVER
•
•
PROP. RETAINING WALL
SEE SITE, STRUCTURAL, & GRADING
PLANS FOR ADDITIONAL INFORMATION
PROP. 90° VERTICAL BEND, TYP
TRANSITION TO WELDED SCHEDULE -. ---
10 STAINLESS STEEL
PROP. 45° HORIZ. BEND, TYP
DIGESTER
STAINLESS STEEL DIFFUSER, TYP
SEE SBR PLANS FOR ADDITIONAL
INFORMATION
SBR2
PROP. 2" - 22.5°
HORIZ. BEND, TYP
4,"\
STAINLESS STEEL DIFFUSER, TYP
SEE SBR PLANS FOR ADDITIONAL
INFORMATION
PROP. 2" - 22.5° HORIZ. BEND, TYP
PROP. 4" X 2"
REDUCER, TYP
PROP. 4" X 4" X 4" TEE
PROP. 3" X 2"
REDUCER, TYP
POST EQ.
10'
1
PIPING NOTE:
PIPING FROM THE BLOWERS TO THE SBR SHALL BE
DUCTILE IRON.
TRANSITION TO WELDED STAINLESS STEEL FOR
HORIZONTAL PIPING ABOVE SBR TANKSS
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
PROP. 6" 90°
LR BEND,
TYP
PROP. 8" X 6"
REDUCER,
TYP
PROP. 8"
45°BEND, TYP
(BELOW)
PROP. 8"X8"X
6" TEE, TYP
(BELOW)
_-C3
3.00'
6" DIP
PROP. 6" 90° VERT. BEND
THROUGH FLOOR
PROP. 8" 45° BEND, TYP
AUTOMATIC BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
3.00'
PROP. 6" 45° BEND, TYP
PROP. 8" X 6" 45° LATERAL, TYP
25S
BACK-UP
499 SCFM
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 8" X 8" X 8" TEE WITH 8" 90° VERTICAL BEND ABOVE
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 6" FLEXIBLE CONNECTION
SEE DETAIL SHEET
2.50'
5.42'
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY CONTRACTOR
PROP. 8" X 6" REDUCER, TYP
PROP. 8" X 6" 45° LATERAL, TYP
6.14'
PROP. 6" 45° BEND
PROP. 6" 90°
LR BEND,
TYP
4"DIP
6" DIP
6" DIP
PROP. 6" 45 BEND
PROP. 6" 90° VERT. BEND
THROUGH FLOOR
Y
PROP. 6" 90° VERT. BEND
**MI IMO �A"X6"TEEBELOW
6"X
± 3'
2.50'
MANUAL 4" BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PIPING NOTE:
PIPING FROM THE BLOWERS TO THE SBR SHALL BE
DUCTILE IRON.
NOTES:
1. AUTOMATIC AND MANUAL CONTROL VALVES REQUIRED
FOR AERATION SYSTEMS TO BE PROVIDED BY
MANUFACTURER. ALL VALVES LOCATED IN THE PUMP
ROOM SHOWN ON THIS SHEET TO BE SUPPLIED BY THE
MANUFACTURER AND INSTALLED BY THE CONTRACTOR
UNLESS NOTED OTHERWISE.
2, BLOWER INLET PIPING NOT SHOWN FOR CLARITY. SEE
DETAIL SHEET FOR TYPICAL SECTION AND ADDITIONAL
INFORMATION
AERATION PIPING DETAIL
SCALE: 1" = 2'
ADDITIONAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL BLOWER DIMENSIONS PRIOR TO
INSTALLATION OF ANY PIPING
2. ALL CONNECTIONS TO BE PER MANUFACTURER'S SPECIFICATIONS
PROP. 6" x 4" 90° VERT. BEND
4"X4"X4"TEE BELOW
PROP. 3" x 6" 90° LR BEND, TYP
L
PROP. 3" FLEXIBLE CONNECTION
SEE DETAIL SHEET
PROP. 3" x 4"
90° LR BEND,
TYP
PROP. 3" FLEXIBLE CONNECTION
SEE DETAIL SHEET
'v
\
PROP. 6" 90° VERT. BEND
THROUGH FLOOR
PROP. 8" VERT. 45° BEND
MANUAL BUTTERFLY VALVE, TYP
SUPPLIED BY CONTRACTOR
PROP. 8" X 6" 45° LATERAL, TYP
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SECTION AA
SCALE: 1" = 2'
BLOWER INLET PIPING, TYP
SEE SHEETS C6.4 & C6.9
PROP. 6" X 8" 90° LR
EXPANDING BEND
BLOWER INLET PIPING, TYP
SEE SHEETS C6.4 & C6.9
PROP. 8" X 8" X 6" TEE, TYP
PROP. 8" 90° LR
VERT. BEND, TYP
8" DIP
i
PROP. 8" X 6" 45° LATERAL, TYP
PROP. 6" x 4" 90° VERT. REDUCING BEND
4" X 4" X 4" TEE BELOW
PROP. 6" 90° VERT. BEND
8" X 6" X 6" TEE BELOW
8" DIP
PROP. 8" X 8" X 6" TEE, TYP
8"DIP
6"DIP
6" DIP
AUTOMATIC BUTTERFLY VALVE, TYP
SUPPLIED BY SBR MANUFACTURER
PROP. 8" 90° LR
VERT. BEND, TYP
/. /
•9./ l�/r//l�/l /l
i4//////\////�,/J //l/i///r///l /\//l// l///I//_ - //,`\y`,. .=\// /\/ / \//\ \/\/ \/\\/// /` /�� /` SUPPLIED BY SB\MANUFACTURER ��\ / /�\l�-���I,-,//\l :_//_=/\=/ \/`=\ `�I\/��//�� 4/1:- MANUAL B�UTTERFLY VALVE, YP `_/_llI/ \/\ 11//\,,\�/,/\_/ _-,\_\�/,'�/_% /\,/ . _ •`/- �\-`�///`/
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lIl`l l,`/`lll�lll��I/\o/�Il`ll/.�/_ /`\6" DIP
11
/// SECTION BB
SCALE: 1" = 2'
l
PIPE STANCHION
FIELD CUT AND WELDED TO FIT
SEE SHEET C6.9
PROP. 6" 90° VERT. BEND
6" X 6" X 6" TEE BELOW
6" DIP
SOLBERG BLOWER INLET SILENCER, TYP
SEE SHEET C6.9
SEE WALL PENETRATION DETAIL SHEET C6.9 6" 90° VERT. BEND, TYP
4//'//
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777-
4" DIP // • d
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PROP. 6" x 4" 90° VERT. REDUCING BEND
4" X 4" X 4' TEE BELOW
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
4" MANUAL
BUTTERFLY VALVE
(NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
6" DIP
4
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6" 90° VERT. BEND, TYP
6" 90° VERT. BEND, TYP
SEE SHEET C6.9
4" MANUAL BUTTERFLY VALVE (NOT SHOWN), TYP
3" X 4" EXPANDER, TYP
SECTION CC
SCALE: 1" = 2'
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AIR PIPING PLAN - SECTIONS
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
x
--- x X ---- X x --- X X
..�.-x X
�_X—^-X.�-X x -- x -- x ---' x ___- x
...-- x ---- x ---- x ____ x ---' x -- x ----`� x --- x
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k
\ 1---' �-- 1.48'
1.31'
EQUIPMENT NOTES:
1. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE INSTALLED BY
THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
2. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONFIRM THAT ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS ARE
CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF CONSTRUCTION.
4. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER IMMEDIATELY.
BUILDING NOTES:
1. SEE ELECTRICAL, STRUCTURAL, AND BUILDING PLANS FOR ADDITIONAL INFORMATION.
2. SEE UTILITY SHEETS C6.2 & C6.3 FOR ADDITIONAL PIPING LAYOUT INFORMATION
3. SEE SHEETS C6.4 - C6.5 FOR BLOWER BUILDING AERATION PIPING INFORMATION
4. SEE SHEETS C3.0 - C3.2, & C3.5 FOR SITE LAYOUT INFORMATION
5. BUILDING FLOOR DRAINS TO BE TRAPPED AND VENTED PER ALL APPLICABLE CODES.
UTILITY NOTES:
1. SEE UTILITY AND PIPING PLANS FOR PIPE SIZES AN ADDITIONAL LAYOUT INFORMATION
2. SITE, BUILDING, AND UTILITY CONTRACTORS SHALL COORDINATE CONSTRUCTION ACTIVITIES TO
MINIMIZE DELAYS
3. CONTRACTOR SHALL VERIFY EQUIPMENT SELECTION AND PIPING LAYOUT PRIOR TO BUILDING
SLAB CONSTRUCTION.
4. ANY DISCREPANCIES SHALL BE BROUGHT OT THE ATTENTION OF THE OWNER AND ENGINEER
IMMEDIATELY.
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
SELECT MATERIAL
COMPACTED IN 6" LIFTS
SELECT MATERIAL
COMPACTED IN 3" LIFTS
SHEETED
TRENCH
fr,‘
24" MAX.
:.i
12" MIN.
II 11 IE 11Jt
UNDISTURBED EARTH OR ROCK
SELECT MATERIAL
COMPACTED IN 6" LIFTS
SELECT MATERIAL
COMPACTED IN 3" LIFTS
.II
Flu
UNDISTURBED EARTH OR ROCK
OPEN
TRENCH
12 GAGE COPP
WIRE SECURE
NOTE:
BELL HOLES NOT SHOWN
STANDARD EXCAVATION
SHEETED
TRENCH
24" MAX.
t—
I11—
OPEC
TRENCH
R
NOTES:
1. CROSSING A WATER MAIN OVER A SEWER;
WHENEVER IT IS NECESSARY FOR A WATER
MAIN TO CROSS OVER A SEWER, THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION
THAT THE BOTTOM OF THE WATER MAIN IS
AT LEAST 18" ABOVE THE TOP OF THE SEWER,
UNLESS LOCAL CONDITIONS OR BARRIERS
12 GAGE COPPER TRACER
PREVENT AN 18 INCH VERTICAL SEPARATION; IN
WIRE SECURED TO PIPE WHICH CASE BOTH THE WATER MAIN AND SEWER
SHALL BE CONSTRUCTED OF FERROUS MATERIALS
AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10
FEET ON EACH SIDE OF THE POINT OF CROSSING.
12" MAX
NOTE:
BELL HOLES NOT SHOWN
STANDARD EXCAVATION
2. CROSSING A WATER MAIN UNDER A SEWER;
WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER, BOTH THE WATER MAIN
AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A DISTANCE OF
10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
NOTE:
MINIMUM 30" COVER IN PIEDMONT AND COASTAL AREAS
MINIMUM 40" COVER IN MOUNTAIN AREA
D.I.P. TO BE USED IF LESS THAN MINIMUM COVER
12/07 UTILITIES, INC. LOGO ADDED
DATE REVISION
SAO
BY
FILE NO.
WATER & SEWER DETAILS SCALE:
N.T.S.
TYPICAL TRENCHING
DATE:
AUG. 2003
5701 Westpark Dr., Suite 101 STANDARD
P.O. Box 240908 DETAIL NUMBER
Utilities, Inc Charlotte, N.C. 28224--0908
and NC/TN Affiliates [phone]
W-10
FINISHED GRADE
3' MINIMUM COVER
NO.
B
WORD "WATER' CAST IN TOP
I It= E'
STD. BROOKS PRODUCTS
CONCRETE COLLAR FOR
VALVE BOXES
TRACER WIRE "LOOPED" UP INSIDE
VALVE BOX FOR LOCATING WATER MAIN
ADJUSTIBLE CAST
IRON VALVE BOX
2" SQUARE OPERATING NUT
CONCRETE OR WOOD BLOCKING
(OR APPROVED VALVE BOX)
COMPACTED BACKFILL
WATER
MAIN
ti
A— TRACER WIRE
(#12 GA. COPPER)
ATTACH TO WATER MAIN
`'''::' .-.'.: CONCRETE SUPPORT PAD
• : • ' ' • • .• (REQUIRED ON GATE VALVES
_ . '`: 10" OR LARGER ONLY)
NOTES:
1. GATE VALVE SHALL BE AWWA APPROVED.
2. GATE VALVE SHALL BE LEFT HAND OPEN. (C.C.W.)
3. GATE VALVE TO HAVE 2" SQUARE OPERATING NUT.
12/07 UTILITIES, INC. LOGO ADDED
DATE
REVISION
SAO
BY
WATER DETAILS
TYPICAL VERTICAL GATE
VALVE INSTALLATION
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
5701 westpark Dr., Suite 101 DETAIL STANDARDNUMBER
Utilities Inc: P.D. Box 240908
- .- Charlotte. N.C. 28224-0908
and N1CITN Aff:Eiata� [phone]
W-5
PLAN
UNDISTURBED EARTH
CONCRETE THRUST BLOCK
CONCRETE THRUST BLOCK
UNDISTURBED EARTH
ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1 /4' BEND
22 1/2' BEND
45' BEND
90' BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
NO.
12/07
DAT
VTILUT1ES, INC. LOGO ADDED
REVISION
SAO
BY
WATER DETAILS
FILE NO.
SCALE:
N.T.S.
TYPICAL THRUST BLOCK
FOR BENDS
DATE:
AUG. 2003
5701 Westpark Dr., Suite 101
UtilitjE$_ IV)G P.O. Box 240908 DETAIL NUMBER
Charlotte, N.C. 28224-0908
ond NC/TN Afffintrt• [phone]
STANDARD
W-6
LOCKING HOLE
FREEZELESS YARD HYDRANT ASSEMBLY
IOWA'il MODEL Y34 OR Y1
2'x2'x4" THICK
CONC. SPLASH PAD
11F1II=L .
-1II�-1TI.:-m
8.
WASHED STONE
FOR DRAINAGE
9',
27-1/2"
FINISHED GRADE
III I1111117
l f 3III 1 I —III —I I
I —III —III —III —I I IW
111--7 111I. III'"""'
3'-0" MIN. BURY
NOTE:
FREEZELESS HYDRANT TO BE IOWA®MODEL Y34 OR Y1 OR APPROVED EQUAL
1 I 12/07 UTILITIES, INC. LOGO ADDED
NO. DATE REVISION
SAO
BY
WATER DETAILS
FREEZELESS YARD HYDRANT
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
STANDARD
5701 westpork Dr.,
Utilities; In _ P.O. Box 240908
Suite 101 DETAIL NUMBER
' Charlotte, N.C. 28224-0908
and NC/TN Vigo
[phone]
W-12
UNDISTURBED EARTH
CONCRETE THRUST BLOCK
PLAN
CONCRETE THRUST BLOCK
UNDISTURBED EARTH
ELEVATION
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/4' BEND
22 1/2' BEND
45' BEND
90' BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
NO.
12/07 UTILITIES, INC, LOGO ADDED
DATE
REVISION
SAO
BY
WATER DETAILS
TYPICAL THRUST BLOCK
FOR TEES
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
5701 Westpark Dr„ Suite 10i STANDARD
f �/,�t )ETAIL NUMBER
Utii1>I:leSt iliG P.O. Box 24.C. 7E R
y (704)Charl52 N.C. 28224-0908
and NC/TN Affiliates (704) 525-799D
W-7
A + PIPE ©IA.
III
CONCRETE THRUST BLOCK
5/8" 0 THREADED ROD
(GALVANIZED OR
BITUMINOUS COATED)
e
II.: A.'....:e.. .•
C 4"U
LARGER
IL-
•A � A �4.A
—1I I} 111 1.•A
fI
1
UNDISTURBED EARTH
2" PLUG TO
STANDARD BLOW —OFF'
NOTE:
CARE SHALL BE TAKEN WHEN PLACING THRUST BLOCKS
TO KEEP THE FITTING BOLTS FREE OF CONCRETE.
SIZE
11 1/4' BEND
22 1/2' BEND
45' BEND
90' BEND
TEE
PLUG
4
12
12
12
16
16
14
6
12
12
12
16
16
14
8
12
12
16
22
22
18
10
12
14
20
28
28
22
12
12
18
24
32
32
28
14
14
20
28
38
38
32
16
16
22
32
42
42
36
18
18
26
36
48
48
40
20
20
28
40
52
52
44
24
24
34
46
64
64
54
30
30
42
58
78
78
66
36
36
50
70
94
94
80
42
40
58
80
108
108
92
48
46
66
90
124
124
104
THRUST BLOCKS - DIMENSION "A"
1 1 12/O7I UTILITIES, INC. LOGO ADDED
NO. DATE REVISION
SAO
BY
WATER DETAILS
TYPICAL THRUST BLOCK
FOR PLUGS
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
570€ Westpark Or., Suite 101 STANDARD
Utilities,• Inc- P.O. Box 240908 DETAIL NUMBER
Charlotte, N.C. 28224-0908
one NC/IN Aff:ialf= [phone]
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9/19/2017
CAROLINA WATER SERVICE, INC OF NC

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
SEE STD. DETAIL N0. S-5
11=11-1[=1111E,
24"
PROVIDE FLEXIBLE BOOT
PER ASTM C443 & C923
3 COURSES OF
BRICK MAX.
JOINT
STEP - SEE STD.
DETAIL N0. S-4
STRAIGHT WALL OF' M.H.
TO SE LOCATED OVER
INFLUENT PIPE
4'-0" OR 5'-O"
5" MIN.
PLACE ON UNDISTURBED EARTH
OR COMPACTED FILL MATERIAL
CONCRETE SUPPORT COLLAR
FLEXIBLE BOOT
SEE NOTE #15
NO. 1 DATE REVISION
Z
ro
w
7C
1 12/07 UTILITIES, INC. LOGO ADDED
NOTES:
SAO
BY
1. MANHOLE TO CONFORM WITH ASTM C478-72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SQ. IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SQ. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL IN AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC,
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN O.D.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
7, LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKFILLING
8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF.
10. ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
13. JOINTS TO BE THOROUGHLY SEALED WITH FLEXIBLE
VULCANIZED BUTYL RUBBER TO PREVENT INFILTRATION.
14. ALL MANHOLES OVER 16' TOTAL DEPTH
SHALL HAVE OSHA APPROVED STAINLESS
STEEL LADDER IN LIEU OF MANHOLE STEPS
15. ALL PIPE CONNECTIONS SHALL CONSIST OF AN
APPROVED CONTINUOUS BOOT OF 3/8" MINIMUM
THICKNESS NEOPRENE CONFORMING TO ASTM C923.
INSTALLED BOOT SHALL RESULT IN A WATER -TIGHT
CONNECTION MEETING THE PERFORMANCE
REQUIREMENTS OF AS1M C443.
SANITARY SEWER DETAILS
PRECAST MANHOLE
4' AND 5' DIAMETER
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
Utilities Inc.
5701 Westpork Or., Suite 101 STANDARD
P.O. Sox 240908 DETAIL NUMBER
Charlotte, N.C. 28224-0908
[phone]
S-1
22-1/2' OR
45' BEND
EXISTING OR FINISHED GRADE
1 L 1� L 1 Ll! 11 v!
�I I i-I E 1--III-III-I 1 I -III --I 11-III
-III„11 I lIiII I II 111 11il i lT1=111=
1.11 11Iw
LATERAL PIPE WITH LESS THAN 3' COVER MUST BE DIP
USE AIRTIGHT CONNECTOR FOR TRANSITION
VARIES WITH SLOPE
D" x 4" TEE
D = DIAMETER OF MAIN LINE PIPE
PVC OR DIP
4" CAST IRON SOIL PIPE OR PVC
PIPE WITH APPROVED GASKET SYSTEM
NOTES:
1. IF TEE IS DUCTILE IRON, BEND AND LATERAL PIPE MUST BE DUCTILE IRON.
2. IF TEE IS PVC, BEND AND LATERAL PIPE MUST BE PVC.
3. TEE AND BEND TO BE FULLY ENCASED IN #67 CRUSHED STONE.
4. INSTALL ELDER VALVE AT PROPERTY LINE. SEE STD. DETAIL S-14.
1 I 12/07 UTILITIES. INC. LOGO ADDED
NO. ATE EvISION
SAO
BY
SANITARY SEWER DETAILS
4" LATERAL (TEE)
FILE NO.
SCALE:
N.F.S.
DATE:
AUG. 2003
STANDARD
4 r
5701 Westpork Or., Suite 101 DETAIL NUMBER
Uiillf%s. %g 0horlotte. N.C.08 224-0908
and NC/TN Atfillotr,N(704) 525-7990
S 11
7" MIN.
SEE STD. DETAIL NO. 5-5
3 COURSES OF
BRICK MAX,
9' JOINT DIP (MIN) OR DIP
TO UNDISTURBED GROUND
C-900 PVC
PLASTIC PIPE
STRAIGHT WALL OF M.H. TO
BE LOCATED OVER INFLUENT
PIPE OR OVER WIDEST SHELF
1
NO.
volD TO BE
MASONRY FILLED
4'-0" OR 5'-O"
3 - #6 REBARS
POUR 3'x 3' CONCRETE
FOOTING, 6"THICK TO
SUPPORT DROP IN STRUCTURE
FLEXIBLE 800T
(SEE NOTE #15
STD. DETAIL S-1)
12/07 UTILITIES. INC. LOGO ADDED
DATE
REVISION
NOTES:
SAO
BY
1. MANHOLE TO CONFORM WITH ASTM C478-72
EXCEPT AS MODIFIED BELOW.
2. MANHOLE BASE TO BE REINFORCED WITH A
MINIMUM AREA OF 0.20 SQ. IN. PER LINEAR
FOOT EACH WAY AND BENT UP AT WALLS 10"
AND SPLICED TO WALL REINFORCING. WALL
REINFORCING TO BA A MINIMUM OF 0.12
SQ. IN. PER LINEAR FOOT. BOTH TONGUE AND
GROOVE OF JOINTS SHALL HAVE REINFORCING
EQUAL 1N AREA TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443-63
4. STEPS TO BE PLASTIC.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN
3" LARGER THAN O.D. OF PIPE AND ADDITION-
ALLY REINFORCED WITH A MINIMUM OF 0.20
SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO
BE CENTERED IN OPENINGS AND SUPPORTED
WITH A CONCRETE COLLAR 12" GREATED THAN 0.0.
OF PIPE FOR ONE FOOT FROM THE WALL.
CONCRETE SHALL BE FORCED FROM THE OUTSIDE
TO BECOME AN INTREGAL PART OF THE MANHOLE
INVERT OR TO A POINT FLUSH WITH INSIDE WALL.
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND
OTHER INPERFECTIONS
7. LIFTING HOLES SHALL BE PLUGGED FROM OUTSIDE
PRIOR TO BACKFILLING
8. INVERTS IN 5' DIAMETER MANHOLES TO BE 3600 PSI
READY MIX CONCRETE IN LIEU OF BRICK
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER
WIDEST SHELF.
10, ALL MASONRY MORTAR SHALL BE PORTLAND
CEMENT 1 : 3 MIX.
11. CARE MUST BE TAKEN TO FORM A SMOOTH
FINISHED TROUGH FROM ENTRANCE •PIPES TO
EXIT PIPE, AND IN CURVED MANHOLES THE
TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES
AT THEIR ENDS.
12. RAMSET MASONRY TIES EVERY 12 INCHES.
13. PROTECTIVE WALL FOR OUTSIDE DROP SHALL
BE A MINIMUM OF 4" MASONRY, AN 8" WALL
MAY BE REQUIRED UNDER SOME CONDITIONS.
14. THE SLOPE OF THE OUTSIDE DROP TROUGH
SHALL BE 1/4" PER FOOT.
15. DROP STRUCTURE MAY BE FORMED AND
POURED OF 3600 PSI CONCRETE IN LIEU OF
MASONRY.
16. FOOTING FOR DROP MAY BE POURED AS PART
OF THE MANHOLE BASE SLAB OR FIELD POURED
AND TIED TO MANHOLE BASE WITH THREE
EQUALLY SPACED #6 REBARS DOWELED INTO
MANHOLE BASE 2" FROM TOP OF SLAB.
GROUT INTO 8" DEEP HOLES WITH EXPANSION
GROUT.
17. OUTSIDE DROP SHALL NOT ENTER MANHOLE IN
CONE SECTION.
18. JOINTS TO BE THOROUGHLY SEALED WITH FLEXIBLE
VULCANIZED BUTYL RUBBER TO PREVENT INFILTRATION.
19. ALL MANHOLES OVER 16' TOTAL DEPTH
SHALL HAVE OSHA APPROVED STAINLESS
STEEL LADDER IN LIEU OF MANHOLE STEPS
FILE NO.
SANITARY SEWER DETAILS SCALE:
N.T.S.
PRECAST MANHOLE W/ OUTSIDE DROP DATE:
2003
4' AND 5' DIAMETER
5701 wcstpork Dr., Suite 101 STANDARD
l P.Q. Box 2a0908 DETAIL NUMBER
Utl�ES�. 'JTi�" Charlotte, N.C. 28224-0908
and NC/TN Al9liote [phone]
S-2
1/2"
(2) TYPE ONE PICKSLOTS
(2) 1" VENT HOLES
COVER FACE
COVER BACK
1/8"
COVER SECTION
ESTIMATED WEIGHT
VULCAN TYPE V-1383
LOAD RATING - HEAVY DUTY
FRAME
COVER
TOTAL
240 LBS.
145 LBS.
385 LBS.
I1 112/07I UTILITIES, INC. LOGO ADDED
NO. DATE REVISION
SURFACE TO
BE MACHINED
1/2"
7
3/4„
-&-7/8„
PICKSLOT DETAIL
FRAME PLAN
25-1 /4"
23-1/2"
1-1/4"
25-1/4"
34-1/2"
SAO
BY
FRAME SECTION
NOTE: SOLID LID WHERE INFILTRATION IS POSSIBLE,
LOCKING LID IN YARDS AND PUBLIC AREAS.
SANITARY SEWER DETAILS
MANHOLE RING & COVER
FILE NO.
SCALE:
N.T.S.
DATE:
AUG. 2003
5701 wcstpork 0r,. Suits 101 STANDARD
Utilities, Inc- P.O. Box 240908 DETAIL NUMBER
- Charlotte, N.C. 28224-0908
and NC/TN Af liiole. [phone]
S-5
(
1
0
1 1 /8"
i
Q
10-3/4"
12"
COPOLYMER POLYPROPYLENE PLASTIC
5- 3/4"
1/2" GRADE 60 STEEL REINFORCEMENT
NOTE:
THIS STEP TO BE DRIVEN INTO
TAPERED HOLES IN PRECAST
MANHOLE SECTIONS. DO NOT
USE AS A GROUTED -IN STEP.
,IIIIIIIIIIIII1,I
4 i
NO.
12/07 UTILITIES, INC. LOGO ADDED
DATE
R:Ev1S10N
SAO
BY
-1/4"
SECTION A -A
SANITARY SEWER DETAILS
PLASTIC STEP
FOR PRECAST MANHOLES
FILE NO,
SCALE:
N.T.S.
DATE:
AUG. 2003
Utilities,
f� p 5701 Westpark Or.. Suite, 101 STANDARD
Utilities, Inc'. P.O. Box 240908 DETAIL NUMBER
Charlotte,, N.C. 28224--0908
and NC/TN Afrn:ate [phone]
S-4
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
'/(1".
6" PLUG VALVE IN
VALVE BOX, TYP
6" FLANGE, TYP
BY MANUFACTURER
6" DIA SS PIPE STUB, TYP
BY MANUFACTURER
TANK WALL, TYP
.a
4
4
CONQRETE FOUNDATION
(SEE STRUCTURAL? PLAN) A
TYPICAL SBR DRAIN
4.1
C6.9
ELEVATION
B
SOLBERG SILENCERS
NOTES:
1. SILENCER TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
2. SOLBERG SILENCERS ARE USED TO PROTECT BLOWER PACKAGE
AIR INTAKE FROM LARGE DEBRIS AND WILDLIFE WHEN INTAKE AIR
IS BEING DUCTED FROM OUTDOORS.
3. OUTDOOR SILENCER HAS NO FILTER ELEMENT, ONLY A STAINLESS
STEEL MESH SCREEN FOR LARGE DEBRIS. THE SOLBERG UNIT
SERVES AS A PIPE NOISE SILENCER AND WEATHER HOOD.
4. SILENCER TO BE FINISHED WITH BAKED -ON ENAMEL FOR
OUTDOOR USE.
5. ALL SILENCERS SHALL INCLUDE A STAINLESS STEEL ELEMENT.
NTS
BLOWER MODEL
RATED
FLOW
(SCFM)
OUTLET
SIZE
STYLE
OUTLET
CONNECTION
A
B
C
WEIGHT
(LBS)
AERZEN PART No.
SOLBERG PART
No.**
REPLACEMENT
ELEMENT No.**
4S & 10S
520
4"
COMPACT
FLANGE
14"
4"
16"
44
21-000648-04-S
2G-274S-400F
274S
25S
1100
6"
COMPACT .
FLANGE
15"
5"
16"
47
21-000648-06-1
2G-274S-600F
274S
"(41
BLOWER INLET SILENCER
C6.9
SECTION
NOTE:
CONTRACTOR TO INSTALL SLEEVE AND SEAL PER MANUFACTURER'S
SPECIFICATIONS
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, AND SEAL
PRIOR TO START OF CONSTRUCTION
6
WALL PENETRATION
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
STAINLESS STEEL BOLT, TYP
PRESSURE PLATE
STEEL WALL SLEEVE
WALL
ANCHOR COLLAR WITH 2"
WATER STOP CONTINUOUSLY
WELDED ON BOTH SIDES
NTS
C6.9
SECTION
NTS
SOLBERG BLOWER INLET SILENCER, TYP
SEE AERATION PIPING PLAN AND
SILENCER DETAIL FOR ADDITIONAL
INFORMATION
BLOWER INLET PIPING
SEE AERATION PIPING
PLAN FOR SIZE
SEE WALL PENETRATION DETAIL
PIPE STANCHION
FIELD CUT AND WELDED TO FIT
BLOWER OUTLET PIPING
SEE AERATION PIPING PLAN FOR SIZES
NOTE:
BLOWER PIPING MAY BE CL 50 DIP OR GALVANIZED STEEL OR SCH. 40 STEEL PIPE.
ALL EXPOSED PIPING SHALL BE PAINTED 2 COATS OF ENAMEL PER OWNER'S COLOR SELECTION.
ALL CONNECTS SHALL BE MADE PER MANUFACTURER'S SPECIFICATIONS.
SEE AERATION PIPING PLAN FOR LAYOUT AND SIZING.
BUTTERFLY VALVE (SUPPLIED BY CONTRACTOR)
SEE AERATION PIPING PLAN FOR ADDITIONAL INFORMATION
BLOWER INLET CONNECTION
SEE BLOWER INLET CONNECTION DETAIL
;Icon [Mu:dab:40"A
FILTER (SHOWN REMOVED)
POSITIVE DISPLACEMENT BLOWER IN SOUND
ENCLOSURE, TYP
SEE BLOWER BUILDING LAYOUT AND AERATION
PIPING PLANS FOR ADDITIONAL INFORMATION
FLEXIBLE CONNECTION, ONE-WAY VALVE, & OUTLET
FLANGE PROVIDED BY BLOWER MANUFACTURER
BUTTERFLY VALVE (SUPPLIED BY SBR MANUFACTURER)
SEE AERATION PIPING PLAN FOR ADDITIONAL INFORMATION
TYPICAL BLOWER CONNECTIONS
C6.9 j
SECTION
3' X 3' X 4" (T) CONCRETE PAD
SEE SITE PLAN FOR ORIENTATION
6" DIP SEE PIPING PLAN
FOR CONTINUATION
5
PLAN
4" 316 SS CAM & GROOVE QUICK
CONNECT - FOR PUMPER TRUCK
W! 4" DUST CAP (NOT SHOWN)
FINAL GRADE
*30"
(TYP)
6" X 4" REDUCER
STEEL BOLLARD
(SEE DETAIL)
*4" OFF OF EDGE OF PAD
SLUDGE REMOVAL CONNECTION
a. 4 .
NTS
6" 90" VERT. BEND
3'X3'X4"(T)
CONCRETE PAD
SECTION
6" 90` VERT. BEND
C6.9
NOTE:
CONTRACTOR TO INSTALL SLEEVE, SEAL, AND EXPANSION JOINT
PER MANUFACTURER'S SPECIFICATIONS
PLAN / SECTION
CONFIRM REQUIRED SIZE AND LOCATION OF PIPE, SLEEVE, SEAL,
AND EXPANSION JOINT PRIOR TO START OF CONSTRUCTION
EBAA FLEX -TEND® (FJ-FJ)
FLEXIBLE EXPANSION JOINT
SEE INDIVIDUAL PLAN SHEETS
FOR PIPE SIZE
7
MODULAR TYPE WALL
PENETRATION ELASTOMERIC SEAL
1
STAINLESS STEEL BOLT, TYP
RESILIENT WATERPROOF CAULKING
-1 I
4 . WA,.L
4
r/ // / //
1.1 // // // // // /,
ANCHOR COLLAR WITH 2" WATER STOP
CONTINUOUSLY WELDED ON BOTH SIDES
WALL
STEEL WALL SLEEVE
WALL PENETRATION - BELOW GRADE
NTS
a v
4
SECTION
NTS
NOTE:
1. THIS DRAWING PROVIDED FOR REFERENCE ONLY
2. CONTRACTOR SHALL VERIFY INFORMATION WITH OWNER PRIOR TO
CONSTRUCTION.
3. ALL CONNECTS SHALL BE MADE PER MANUFACTURER'S SPECIFICATIONS.
4. SEE AERATION PIPING PLAN FOR LAYOUT AND SIZING.
POSITIVE DISPLACEMENT BLOWER
IN SOUND ENCLOSURE, TYP
BUTTERFLY VALVE
BUTTERFLY VALVE
AERZEN 4S & 10S
0 88.9
[3.50"]
CUSTOMER PIPE
CONNECTION
100.0
(3.94"]
AERZEN
DISCHARGE
10.0 GAp.
[0.391
40.0
[1.57'1
*CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
0141.3
[5.561
AER7FN 25-S
MNla1
mum
Hp
CUSTOMER PIPE
CONNECTION
150.0
[5.90"]
AERZEN
DISCHARGE
10.0 GAP
[0.391
70.0
[2.761
CUSTOMER PIPE ENGAGEMENT
IN FLEX CONNECTION LEAVES .4" GAP
!3TYP1CAL BLOWER INLET SLEEVE CONNECTION
SECTION
VERTICAL CLOSE COUPLED SOLIDS HANDLING
PUMP PROVIDED BY SBR MANUFACTURER
TO BE INSTALLED BY CONTRACTOR PER PUMP
MANUFACTURER'S SPECIFICATIONS
PROP ECCENTRIC EXPANDER
SEE UTILITY PLAN FOR SIZE
1
i I
DISCHARGE
SUCTION
6" (r) CONCRETE
EQUIPMENT BASE
SEE UTILITY PLAN,
STRUCTURAL PLAN, &
MANUFACTURER'S
SPECIFICATIONS
4
4 • a 4.
° 4 4
CONCRETE FOUNDATION 4
(SEE STRUCTURAL PLAN). •4 '
44
4 4
.4
a.'
4
JET AER8ATION PUMP SETTING PLAN
ELEVATION C6.9
NTS
NTS
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
PROP. 8" 90° VERTICAL BEND
PROP. 8" 90° VERTICAL BEND
PROP. 8" GATE VALVE
PROP. 8" X 12" EXPANDER
PROP. ULTRAVIOLET
DISINFECTION UNIT,
PROVIDED BY OWNER
8" DIP
CLOTH MEDIA FILTER
PROVIDED BY OWNER
BLOCKING BY CONTRACTOR
PER MANUFACTURERS
SPECIFICATION
FILTER TO UV PIPING
ELEVATION
NOTE:
SEE STRUCTURAL PLANS FOR ADDITIONAL SUPPORT INFORMATION
SEE PIPING DETAIL FOR CONNECTIONS
SEE BUILDING LAYOUT FOR LOCATION IN SLAB
PROP. 304 SS 120° V-NOTCH WEIR BOX
SUPPLIED BY OWNER
SEE SHEET C6.11
�=111 M_II
a'
4
1.�„ L I iIEIII I
FLOOR
PROP. 8" TEE
BRANCH TO SECOND UV UNIT
8" GATE VALVE IN BRANCH
PROP. 12" X 10" REDUCER
PIPING FROM PROP.
ULTRAVIOLET
DISINFECTION UNIT
PROP. 10" 90°
VERTICAL BEND
ROMACARMOR-LINKTM FLEXIBLE
COUPLING OR APPROVED EQUAL
EACH END
I -I I I lI 1 I t I �1I I!TT-I
FLOW MONITORING WEIR BOX
� � T
NTS
7
SECTION
DESCRIPTION:
LAYOUT, UV3000PTP-3001 M 1 CHANNEL
1 BANK 4 LAMPS WEIR
MULTIPLE CHANNELS IN PARALLEL (OPTION):
: ADDITIONAL UNITS CAN BE INSTALLED PARAUE1. TO THE UNIT SHOWN.
: ACCESS IS REQUIRED BETWEEN CHANNELS FOR MODULE REMOVAL - NOTE
THE CHANNEL. WIDM MD ENSURE ADEQUATE NXESS IS PROVIDED BETWEEN
TPMNSTRiON BOXES AND CHANNELS.
NOTES:
: DO EQI SLOPE CHARNEL FLOOR.
: CHANNEL WIDTH & DEPTH MUST BE KEPT WITHIN A TOLERANCE OF + OR - 1i' [6].
: ANCHOR BOLTS ARE 1!!4I SUPPLIED BY TROJAN TECHNOLOGIES.
: BOLTS. WASHERS & NUTS FOR CONNECTION OF CHANNEL TO TRANSMON BOXES ARE
PROMSDED BY TROJAN TECHNOLOGIES.
: SYSTEM CONDUIT, WIRING, D1STR1BUTON PANELS lc INTERCONNECTIONS BY OTHERS.
ELECTRICAL REQUIREMENTS SHOWN ARE TO SUPPLY TROJAN W EQUIPMENT ONLY.
ELECTRICAL INRUSH FACTOR TO BE ADDED AS PER LOCAL CODE.
: MY INTRA OUTLETS NOT BEING USED BY TROJAN EOUIPMENT HAVE 1 Q BEEN
INCLUDED IN NE INTERCONNECT AMPERAGE.
: CONTRACTOR TO REVIEW ALL TROJAN TECHNOLOGIES INSTALLATION
INSTRUCTIONS PRIOR TO EQUIPMENT INSTALLATION.
: ACCESS S REQUIRED FOR MODULE REMOVAL - NOTE THE CHANNEL WIDTH
AND UNSURE ADEQUATE AUK S PROVIDED TO ALL MODULES.
: DO #LQT ENCASE THE STEEL. CHANNEL. IN CONCRETE.
: [ ] INDICATES MILLIMETERS UNLESS OTHERWISE SPECIFIED.
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1 DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
NTS
No.
DESCRIPTION
FROM
TO
1
SPLfITER PANEL POWER SUPPLY
120V, 1 PHASE, 2 WIRE, ACTUAL DRAW
31.7 AMPS / SPUTTER PANEL
MSTRIBU110N PLANS.
OP) (N07 SHOWN)
(BY OTHERS)
SPLMER PANEL.
(BY OTHERS)
2
PPOWER O Oa51 7TLON REcentr LE (POT)
PPLY
120V, 1 PHLASE. 2 WIRE,
ACTUAL DRAW 6.3 AMPS / PAR
SPUTTER PANEL
(BY OTHERS)
Pat
3
SYSTEM MONITOR POWER SUPPLY
120V, 1 PHASE; 2 WIRE, 5 ALPS
DP (NOT SHOWN)
(BY OTHERS)
SYSTEM MONITOR
TROJAN UV - END VIEW AND NOTES
END VIEW
(TYPICAL)
SCALE:AS SHOWN
x-104"
[872]
HOLE & BOLT
CIRCLE TO FIT
12.0 [3000]
(FOR DIN. BS & JS)
PIPE & FLANGE
NOTE: PDR, SPUTTER PANEL. (BY OTHERS)
OR SYSTEM
MONITOR NOT SHOWN
C6.10
NTS
2
r*dig!
I L
PROP. 12" X 10" REDUCER
PROP. 10" 90° VERTICAL BEND
PROP. 304 SS 120° V-NOTCH WEIR BOX
SUPPLIED BY OWNER
SEE SHEET C6.11
Iniarair
A W `' TjL---- I (=4 11= ;t-
ROMAC ARMOR LINKTM FLEXIBLE :�l l
l COUPLING OR APPROVED EQUAL
11 EACH END ±iII=i E I=] 11-
FILTER TO UV PIPING
PROP. ULTRAVIOLET
DISINFECTION UNIT
SUPPLIED BY OWNER
� w rr► w w RIIV 41LL► • � w 41R � w w►
i S
• BLOCKING BY CONTRACTOR
ri[E f PER MANUFACTURERS j1-1
SPECIFICATION
�s
11-1 -WI- 11=1 -1 I �
-T_, -
PROP. 10" TEE
BRANCH TO WEIR INLET
C6,10
r--5
ELEVATION
EX. AERATION
BASIN
PROP. PIPE
SUPPORT
PROP. 8" 90°
VERTICAL
BEND,TYP
PROP. 8" TEE
8" GV EACH
BRANCH
PROP. 8" DIP TEE
EX. FORCE MAIN TO
DISTRIBUTION BOX
\\�\\�� ��� �\ /\ /\\ /\�\
PROP. 8" 90° VERTICAL BEND
EX. AERATION BASIN WALL
TEMPOARY AERATION BASIN CONNECTION
NTS
C6.10
(S
SECTION
Tr u
-It-
(t ( 3
DESCRIPTION:
LAYOUT, UV3000PTP-3001M 1 CHANNEL
1 BANK 4 LAMPS WEIR
STANDARD 30011A
LEVEL CONTROL WEIR
W/ DRAIN PLUG
1 [25] NPT
WAU. MOUNTED
SYSiDIE MONITOR
MODULE LAMP STATUS VIEWDNO
PLATE (TYPICAL)
BANK 1A
ACCESS PLATE VAN
WARNING LABEL
PLAN VIEW
SCALE:AS SHOWN
TROJAN UV - PLAN VIEW
1
%"o [MLOw /INCH N BBOLTS
BO
(8Y OTHERs)
(31
FULL CIRCLE SUPPORT DETAIL
NTS
PIPE SUPPORT
SUPPORT
SIZE
PIPE
O.D.
STRAP
SIZE
THREAD
STUD
BASE
PLATE
EXTENSION
PIPE REQ'D
MIN. DIST.
TO FLOOR
3"
3.96"
3/8" x 2"
1" x 6"
4"x6"xYi"
2" SCH. 40
7"
4"
4.80"
'/" x 2"
1" x 6"
8"x8"xW
2" SCH. 40
7"
6"
6.90"
'/a" x 2"
1" x 6"
8"x8"x1/4"
2" SCH. 40
7"
8"
9.05"
14" x 2"
1" x 6"
8"x8"x1/4'
2" SCH. 40
7"
10"
11.10"
Yz" x 2"
1" x 6"
8"x8"x%"
2" SCH. 40
7"
12"
13.20"
Y2" x 2"
1" x 6"
8"x8"x%4"
2" SCH. 40
7"
NOTES:
FULL CIRCLE CLAMP SUPPORTS ARE TO BE FACTORY FABRICATED UNITS.
NO CONTRACTOR FABRICATED SUPPORTS ARE ALLOWED. MATERIAL TO BE
304. STAINLESS STEEL. UPPER AND LOWER MATCHING SADDLES ARE EACH
TO ENCOMPASS 170° OF PIPE, AND ARE TO BE FORMED TO ACTUAL PIPE
DIAMETER. A NEOPRENE LINER IS REQUIRED WHEN SUPPORTING STEEL OR
PVC PIPE. SUPPORT DESIGN SHALL HAVE BEEN TESTED TO WITHSTAND A
MINIMUM OF 10,000 POUNDS COMPRESSIVE LOAD. TEST CERTIFICATION
MUST BE AVAILABLE. SUPPORTS SHALL BE STANDON MODEL C92 AS
MANUFACTURED BY -MATERIAL RESOURCES INC. OR APPROVED EQUAL.
C6.1
6
NTS C6.10
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
C6.10
PLAN
NTS
9
SECTION
SPUTTER PANED. (BY OTHERS
LOCATED WITHIN 10 Ft [3.048m
OF POWER END OF TIODULE
STANDARD PLUG
W/ GROUND
POWER CORD
10'
POR
()
EFFLUENT PIPE
(BY OTHERS)
12" [450]
DRAM/PLUG)
DESCRIPTION:
LAYOUT. UV3000PTP-3001M 1 CHANNEL
1 BANK 4 LAMPS WEIR
WALL MOUNTED SYSTEM MONITOR
LOCATED WITHIN 15 Ft [4.572m]
OF CHANNEL
STANDARD 3001M
LEVEL CONTROL WEIR
EL�0.00' j0.004m3•
13•^7k[41
FRONT VIEW
SCALE:AS SHOWN
[�)
TROJAN UV -ELEVATION
4-84 UV3000PTP-1N3001M MODULE
10 REQUIRED / BANK
REAOVABLE COVER PLATE
(TYPICAL)
TRN4SUTON BOX
()
INFLUENT PIPE
f(BY OTHERS)
[816]
NTS
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE
SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
C6.10
ELEVATION
NTS
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
G
E
D
A
8
7
1
6
FREE -FLOW CAPACITY: 34.76 GPM [2.194 US] MINIMUM - 796.7 GPM [60.36 US] MAXIMUM
FLOW—al-
010"
[25.40 CM]
9"
[22.86 CM]
Ha POINT OF MEASUREMENT
5
[43.18 CM]
141.,.
‘_
-4
_ .,... __., _____
120° V-NOTCH
_
o
1
I
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WEIR PLATE
-:3---FIXED UNDERFLOW
BAFFLE PLATE
L
°
2" [5.08 CM] TOP FLANGE
3'-6"
[106.68 CM]
PLAN VIEW
EXTERNAL
STIFFENING
RIB
9„
[22.86 CM]
010"
[25.40 CM]
1'-8 1/4"
[51.44 CM]
6 3/4"
[17.15 CM]
8"
[20.32 CM]
H
1'-8 1/4"
[51.44 CM]
6 3/4"
[17.15 CM]
REV
REVISION DESCRIPTION
8
BY.
7
DATE
5'
[152.40 CM]
RIGHT ELEVATION VIEW
NOTES:
1) 11 GAUGE POLISHED STAINLESS STEEL CONSTRUCTION
2) STRUCTURE TO BE SELF-SUPPORTING WHEN FULL
3) ANCHOR CLIPS DRILLED FOR 5/8" [1.59 CM] 0 HOLES
3
2
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE
INSTALLED BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS
ARE CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER
IMMEDIATELY.
6-2 45/64"
[159.25 CM]
1'-5 3/4"
[45.09 CM]
\
\ /-0
-/'
DISCHARGE ELEVATION VIEW
This drawing and the data contained within is the sole, confidential property of OPENCHANNELFLOW (OCF) and may not be copied, reproduced, disclosed to others, in whole or in part, without the prior written consent of OCF.
OCF reserves the right to change any dimension, finish, material, or method of construction indicated on this drawing at will and without notice. This drawing is provided in confidence with the understanding it shall be returned to OCF upon demand.
5
4
3
OPENCHANNELFLOW
BOISE I ATLANTA
H
G
DWG WB-S4-CV120-10P-N-N-N-N-N (1)
DATE 08.25.17
E
T-304 STAINLESS STEEL° V NOTCH WEIR BOX WITH 010"
STUBS
Unless otherwise indicated, dimensions are in feet and inches,
with centimeters indicated in [ ]. Angles are in degrees.
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DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Item
No.
Quantity
Description
FFPhd 160424 Tankage, 304 SS
a Filter HWL / BW Init Level
(See Critical Note)
Tank Effluent
Control Weir
Filter Control Panel,
Conduit not shown for clarity
FFPTM Filter Element
(Typ 4 Places)
Influent Valve, 4"
(Typ 4 Places)
Valve Actuator Not shown for clarity
Backwash Valve, 6"
(Typ 4 Places)
Vaives and manifold not shown for
clarity
Backwash Manifold, 6"
wl Blind Flange One End Only
i .
MINN
;it
I •i Nominal Element
Centers
—54.5"
•
Co
.46
to
0
(0
to
w
Air Vent Header
Tank Overflow,
6" Flange shown
(See Critical Notes)
Influent Connection,
8" Flange
Influent Valve, 4"
(Typ 4 places)
Backwash Valve, 6"
(Typ 4 places)
Backwash
.I Manifold, 6"
—.. —..-- ..-
Backwash Rate
Control Valve, 6"
Critical Notes:
- Filter Influent HWL (backwash initiation float level) is set approximately 2" below the overflow weir. Engineer shall design
all elevations and hydraulics to accommodate all water levels expected in the filter influent channel, including flow up to and
over the overflow weir.
- Overflow flange as shown is sized to match BW piping and is not designed to accommodate 100% of influent flow.
Overflow box dimensions and flange diameter may need to be significantly larger for systems with pumped influent or
significant hydraulic peaking factors where full bypass or overflow potential is desired.
Notes:
- All Tank materials & fasteners to be Type 304 Stainless Steel or other non -corrosive materials. All piping to be Schedule 10
Stainless Steel. All connections to be ANSI standard 125 lb Flanges.
- Nominal assembly / dry weight: 3800 Lbs. Nominal operating / wet weight: 12,200 Lbs.
- All piping and piping connections to and from filter by others.
- Filter shall be mounted to concrete floor or pad and anchored with stainless steel anchorage. Concrete, pad, anchors,
design, and installation by others.
- Manual Hoist for element removal not shown.
- Compressed air source ©90psi required to operate valves & air scour system.
- Filter control panel (FCP) factory mounted to tank at influent side. Conduit and wiring for incoming power (120VAC, 1 ph,
20AMP) by others.
- FCP may be optionally shipped loose for field mounting remotely by others with J-Box mounted to filters influent side.
Conduit & wiring between remotely mounted FCP and Tank mounted J-Box by others.
5.5"
77.5" Lay Length
Air Scour Vent Hose
w/ Coupler, 2" ID
(Typ 4 Places)
93't
Air Scour Supply Hose, w/
coupler 3/" ID
(Typ 4 Places)
Algae Cover
Hoist Socket
(Typ 2 Places)
Effluent Connection,
8" Flange
Air Valve, 3/4"
(Typ 4 Places)
Air Scour
Manifold
Common Air Connection
'/2" NPT-F
Filter Underdrain
(Typ 4 Places)
Drawing for general layout
and sizing purposes only,
NOT FOR FABRICATION
This DraWrg and all appurtenant matter
oontains Information proprietary to Fluidyne
Corporation and is loaned subject to return
upon demand and must not be reproduced.
copied. termed. revealed. nor used for any
Water purpose than that for which it was
specifically furnished without expressed
written consent from Ftuidyne Corporation.
FLUIDYNE FFPrm
FFPTM Cloth Media Filter — General Arrangement
DRAWN DATE PROJECT FILE
Engr 100616 Connestee Falls, NC F160024-Connestee-GAvsdx
REV NA DATE Date DATE DRAWING SHEET
F160424-GA 1 of 2
Hoist Socket, 1 per 2
elements
Air Scour Supply Piping, %"
(Typ 4 Places)
Effluent Control Weir,
Fixed
FFPTM Filter Elements
(Typ 4 Places)
Influent Valves, 4"
(Typ 4 places)
Valve actuators not shown for clarity
Backwash Valve, 6"
(Typ 4 places)
Valve actuators not shown for clarity
Backwash Manifold
w/ 6" Flange and Blind Flange
One End Only
Filter Control Panel,
Tank Mounted
Air Scour Manifold
r—.
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......"1
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6"
52" Backwash Manifold
Lay Length (-54.5" w/ Rate Valve)
Effluent Connection
8" Flange
CO
co
•
Influent Connection, 8" Flange &
Overflow Connection, 6" Flange shown
(See GA Critical Notes)
Notes:
- The following components are not shown for clarity:
Air vent header & hoses, pneumatic valve actuators,
air scour supply hose, conduit, fasteners, anchorage,
covers, hoists, and piping connections.
- Filter control panel (FCP) may be optionally shipped
loose for field mounting near the filter or remotely.
Conduit from Remote mounted FCP to filter junction
box (not shown) by others.
- Work with drawing F160424-GA
Drawing for general layout
and sizing purposes only,
NOT FOR FABRICATION
This Drawing and sit appurtenant matter
contains Information proprietary to Fluidyne
Corporation and Is loaned subject to return
upon demand and must not be reproduced,
copied. loaned. revealed. nor used for any
other purpose than that for which it was
specifically furnished without expressed
written consent from Fluidyne Corporation.
FLUIDYNE FFP
FFPTM Cloth Media Filter — General Arrangement
DRAWN
REV
Engr DATE 100616
NA DATE Date
PROJECT FILE
Connestee Falls, NC F160024-Connestee-GAvsdx
SCALE
DRAWING
F 160424-GA Sti5ET1 of 2
Filter Panel Power
(120VAC, 1ph, 60Hz, 20A) �--
Ethernet Connection ci—
(Optional)
Customer 0—
Compressor Power
Filter Control
Panel (FCP)
Factory mounted to
influent end of filter #1
(see GA drawings)
sTop of Hoist (at insertion)
13.0 Ft
Top of Hoist (inserted)
12.33 Ft
4 Top of Tankage @ Vent
8.58Ft
Influent Normal Operating
Level, 5.35 Ft
Top of concrete y
0.0 Ft /
/\`// /
Regulator &
Filter (sum)
'A" NPT(F)
11
0o
Coalescing
Filter (lum)
Ys" NPT(F)
Concrete Pad
Dimensions & Thickness by Engineer
Filter #1 Air
Scour
. Manifold
Common
Connection Point
'A" NPT(F)
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR MANUFACTURER SHALL BE
INSTALLED BY THE CONTRACTOR ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED EQUIPMENT TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE PROVIDED SHOP DRAWINGS
ARE CONSISTENT WITH THOSE SHOWN IN THESE PLANS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE ENGINEER
IMMEDIATELY.
2
4
FFPT"t Element, typical, 24 sf ea
3
NA
Element Overhead Winch, Indoor locations
4
1
Removable Hoist Assembly, Indoor or Outdoor locations
5
Element Removal Position
6
1
Air Scour Manifold, 304SS, Factory Mounted to Tank
7
Others
influent piping, CS or equivalent, 8" Dia
8
Others
Effluent piping, CS or equivalent, 8" Dia
9
Others
Backwash Discharge piping, CS or equal, 6" Dla
10
Others
Overflow piping, CS or equivalent, 6" Dia
11
Others
Concrete Pad or Floor, Sizing & Details by Engineer
ONotes:
1) All filter materials to be Type 304 Stainless Steel, PVC, Acrylic or other non-
corrosive materials. All fasteners to be Type 304 Stainless Steel.
2) All piping to be Schedule 10 Stainless Steel. All connections to be ANSI
standard 125 lb Flanges. All piping and piping connections to and from filter by
others.
3) Nominal Assembly Weight (Dry): 3800 Lbs. Nominal Filter Operating Weight
when full (Wet): 12,200 Lbs
4) NA
5) NA
6) NA
7) Contractor shall provide wiring and conduit for filter power (120VAC, 1Ph, 60Hz,
20Amp). See electrical interconnection diagram for wiring connection details.
8) Pneumatic airlines for all valves shall be provided at the factory to a common
connection point near the air scour manifold inlet. Pressurized air from a local
compressor or plant air source of 90 psi minimum shall be connected at the
common connection point. Air line, plumbing, and conduit from compressor to the
filter by others.
9) Concrete design, details, thickness, rebar, strength requirements, and substrate
to be determined by engineer familiar with site and appropriate for local conditions.
Installing contractor to provide appropriate anchorage for tank and pneumatic skid.
10) All dimensions, loads, elevations, and other information provide for illustrative
purposes only and are not specific to any particular project or location. Not for
fabrication or field erection.
11) Any stairs, walkways, railings, and details shown are for illustrative purposes
only & shall be designed and provided by others. All walkways should support
minimum Toads as dictated by Local construction codes.
12) Tankage dimensions and details can be found on drawing F160424-GA/Plan.
13) Hoist for element removal only, Not for moving people, or loads over people.
Weight not to exceed 300 lbs.
14) Tank overflow piping not shown for clarity. Overflow can be optionally directed
to effluent channel, backwash channel, or to another location as determined by
others.
.......
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Drawing for general layout
and sizing purposes only,
NOT FOR FABRICATION
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DocuSign Envelope ID: 7327AB30-4FAB-4D20-99C0-685FE978C6C2
PROP. DRIVE AISLE
EDGE LINE (TYP)
PROP. 8" X 10" CONCENTRIC
EXPANDER (FJ-FJ)
SEE SHEET C6.2 FOR
CONTINUATIQN
PROP. EBAA FLEX -TEND (FJ-FJ)
FLEXIBLE EXPANSION JOINT
-
vcp
8" DIP SS
SEE SHEET C6.0 & C6.1
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PROP. 28' X 52' BLOWER, PUMP,
& PLANT CONTROL BUILDING ,
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PROP. SEOUENCING
BATCH REACTOR
PROP. RETAINING WALL
SEE GRADING PLAN FOR
ADDITIONAL INFORMATION
10" DIP TO FILTER INLET
SEE SHEET C6.0 & C6.1
6+54.42
22.500 HORIZ. BEND
vGp _
UGp
p
F
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—� t?4
50' SETBACK
3 = Ucp
FM
US RO(JT� 27 _ GRE
(60' PUBLIC ROW) NVILLF Hwy
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PROPERTY BOUNDARY TYP.
PROP. DRIVEWAY
(SECONDARY ACCESS)
PROP. EDGE OF PAVEMENT
PROP.CHAIN LINK
FENCE (TYP)
6+29.00
22.500 HORIZ. BEND
6+20.35
11.25° HORIZ. BEND
PROP. LEVEL SPREADER
SEE STORM DRAINAGE PLANS CHAPTER 5
SEE GRADING PLAN SHEET C4.0
U
G
PROP. STORM DRAINAGE
SEE STORM DRAINAGE
PLANS CHAPTER 5
50SETBACK
24" CLASS IV RCP
4+76.60
450 HORIZ. BEND
F�a ~�-du r� U
.. UGP
�_"6` UGP
ss F�, �� w � uGp
— —
SS F FF -
PROPERTY BOUNDARY TYP.
— —
1
FORCE MAIN MATERIAL
• PVC - C900 SDR 18
• DUCTILE IRON PIPE - CLASS 350 ( WITH PROTECTO 401 LINER)
• RESTRAINED JOINT (R.J.) DIP - CLASS 350 (WITH PROTECTO 401 LINER)
EXISTING UTILITIES NOTE:
EXISTING UTILITIES AS SHOWN ARE A COMPOSITE OF SURVEY, GIS, AND AS -BUILT
INFORMATION.
CONTRACTOR TO FIELD VERIFY ALL INVERT ELEVATIONS AND UTILITY LOCATIONS INCLUDING
VERTICAL ELEVATIONS PRIOR TO STARTING CONSTRUCTION.
CONTRACTOR TO NOTIFY ENGINEERAND OWNER OF ANY DISCREPANCIES.
NOTES:
1. CONTRACTOR SHALL PROVIDE LOCATOR VALVE BOX WITH GREEN TRACER
WIRE
2. EVERY 1,000 FEET MAXIMUM AND AT EACH BEND. LOCATOR VALVES TO READ
"SEWER" WITH CONCRETE GRADE RING INSTALLED.
N/F
8583-56-6509-000
CORBY DAVID J & SUSAN
A
DB/PG 477/730
N/F
8583-56-4212-000
CAROLINA WATER SERVICE
INC.
DB/PG 782/368
= 4+71.19
450 HORIZ. BEND
4+67.14
11.256VERT. BEND
3+83.17
x 3+85.491
1 22.50° HORIZ. BEND
11.25° VERT. BEND
3+76.35
45° HORIZ.
O � FM FM+r�rr� FM �.r FM +�r� FM �� FM �� -�'fM �wr� FM ro�.ww FM rw.+�* FM �""� FM FM �+I FM �� FM � FM ww�rr FM �� FfaV! r�� FM FM
FM wr�rs FM �r� FM____ FM+- FM �rw FM <rk -- '~++ FM �►4
UGP ---�.� UGP ----__ 1.. UGP UGP UGP
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UGP UGP UGP --- UGP—
FM FM W yy �y -GP �w^ p UGP UGP UGP UGP UGP *_
--'�." FM----�-- FM ^--^�--- W -W— W W � � © FM FM �^---- FM
FM FM -- _ FM FM - -- FM F F S SS SS SS FM FM
SSF�i SS .`_"„" SS --.�� F SS FM SS FM SS FM FM SS FM SS ^'�—^ � SS.� ._ �. _ SS� _ - _ � SS � � 4 � � 5S -^----.,. SS F��SSF� SS FM
SEE PLAN AND PROFILE SHEETS C7.1 - C7.2
AND DETAIL SHEET C7.3 FOR ADDITIONAL
INFORMATION.
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FLUME
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CAROLINA WATER SERVICE INC. OF NC STANDARD SPECIFICATIONS AND DETAILS
2. PIPE SHALL HAVE A MINIMUM COVER OF 36". MINIMUM TRENCH WIDTH AT THE TOP OF THE PIPE SHALL BE AT
LEAST 18 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE. WHERE EXCAVATION IS IN ROCK, THE ROCK
SHALL BE REMOVED TO A DEPTH OF AT LEAST 6 INCHES BELOW GRADE AND SHALL BE BACKFILLED WITH SUITABLE
MATERIAL WET TRENCHES SHALL BE STABILIZED WITH #78M STONE OR WITH A BASE LAYER OF #57 STONE.
3. THE BEDDING (6" MINIMUM) AND EMBEDMENT MATERIALS SHALL BE PER ASTM D2321. THE EMBEDMENT MATERIAL SHALL
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THE PIPE.
4. THE BEDDING AND EMBEDMENT MATERIALS SHALL BE COMPACTED TO A MINIMUM OF 90% STANDARD PROCTOR DENSITY
FOR CLASS I AND II MATERIALS. BEDDING AND EMBEDMENT MATERIALS CLASSIFICATIONS SHALL BE AS DEFINED BY THE
CAROLINA WATER SERVICE INC. OF NC WRITTEN SPECIFICATIONS FOR WATER DISTRIBUTION & WASTEWATER
COLLECTION
5. SHORING AND BRACING OF PITS, TRENCHES AND OTHER EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE
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AND HEALTH ACT.
6. THE EXCAVATION SHALL BE MADE TO THE ELEVATIONS, GRADES, AND LINES SHOWN ON THE CONSTRUCTION PLANS.
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7. SUBSEQUENT BACKFILL MATERIAL SHALL BE FREE FROM TOPSOIL, PEAT, WOOD, ROOTS, BARK, DEBRIS, LUMBER,
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ROCK TO THREE PARTS SOIL. BACKFILL SHALL BE PLACED IN LOOSE LIFTS WITH A MAX THICKNESS OF 8 INCHES AND
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3QUA. ALL PATENT RIGHTS ARE RESERVED. UPON
E DEMAND OF EVOQUA, THIS DOCUMENT, ALONG
fH ALL COPIES AND EXTRACTS, AND ALL RELATED
TES AND ANALYSES. MUST BE RETURNED TO
DQUA OR DESTROYED, AS INSTRUCTED BY EVOQUA.
CEPTANCE OF THE DELIVERY OF THIS DOCUMENT
NSTITUTES AGREEMENT TO THESE TERMS.
EQUIPMENT GENERAL ARRANGEMENT DRAWING NOTES:
1. DRAWING NOT TO BE USED FOR CONSTRUCTION
2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
DESIGNER
cc
DATE
7/12/17
CHECKER
DATE
TITLE OMINIPAC SEQUENCING BATCH REACTOR
PLAN VIEW
ENGINEER
DATE
CLIENT
CONNESTEE FALLS, NC
MANAGER
DATE
FILE:
evoQuA
WATER TECHNOLOGIES
WATER TECHNOLOGIES
WAUKESHA, WI
262-547-0141
SCALE: 1/4"=V-0"
PROJECT
CODE
SBR
DRAWING
45954-101
SHEET
1 OF 1

DocuSign Envelope ID: 7327AB30-4FAB-4D2D-99C0-685FE978C6C2
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2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
DIMENSIONS IN INCHES
UNLESS SPECIFIED
TOLERANCES UNLESS
OTHERWISE SPECIFIED
TWO (2) PLACE DEC. t.06
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STRUCTURAL
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REV
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COMPANY CONFIDENTIAL
DOCUMENT AND ALL INFORMATION CONTAINED HEREIN
ARE THE PROPERTY OF EVOQUA AND/OR ITS
AFFILIATES. THE DESIGN CONCEPTS AND INFORMATION
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT
TRANSFERABLE AND MUST BE USED ONLY FOR THE
PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY
LOANED. THEY MUST NOT BE DISCLOSED,
REPRODUCED, LOANED OR USED IN ANY OTHER
MANNER WITHOUT THE EXPRESS WRITTEN CONSENT
OF EVOQUA. IN NO EVENT SHALL THEY BE USED IN
ANY MANNER DETRIMENTAL TO THE INTEREST OF
EVOQUA. ALL PATENT RIGHTS ARE RESERVED. UPON
THE DEMAND OF EVOQUA, THIS DOCUMENT, ALONG
WITH ALL COPIES AND EXTRACTS, AND ALL RELATED
NOTES AND ANALYSES, MUST BE RETURNED TO
EVOQUA OR DESTROYED, AS INSTRUCTED BY EVOQUA.
ACCEPTANCE OF THE DELNER( OF THIS DOCUMENT
CONSTITUTES AGREEMENT TO THESE TERMS.
DESIGNER
CC
DATE
7/12/17
CHECKER
DATE
TITLE OMINIPAC SEQUENCING. BATCH REACTOR
SECTION VIEWS
ENGINEER
DATE
CLIENT
CONNESTEE FALLS, NC
MANAGER
DATE
FILE:
P,VOQUA WATER TECHNOLOGIES
WAUKESHA, WI
WATER TECHNOLOGIES 262---547--0141
SCALE: 1/2:
PROJECT
CODE
SBR
DRAWING
45954-102
SHEET
OF

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2. EQUIPMENT TO BE SUPPLIED BY THE OWNER OR SBR
MANUFACTURER SHALL BE INSTALLED BY THE CONTRACTOR
ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
3. THE OWNER SHALL PROVIDE SHOP DRAWINGS OF THE PROPOSED
EQUIPMENT TO THE CONTRACTOR PRIOR TO THE START OF
CONSTRUCTION.
4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON THE OWNER
PROVIDED SHOP DRAWINGS ARE CONSISTENT WITH THOSE SHOWN
IN CONSTRUCTION DOCUMENTS PRIOR TO THE START OF
CONSTRUCTION.
5. DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND THE
ENGINEER IMMEDIATELY.
1
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DIMENSIONS IN INCHES
UNLESS SPECIFIED
TOLERANCES UNLESS
OTHERWISE SPECIFIED
TWO (2) PLACE DEC. ±.06
THREE (3) PLACE DEC. ±.005
ANGULAR t.50'
STRUCTURAL
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± 1/16
MACHINED 2 /
SURFACES �/
BAR = 1" AT PLOT SCALE
REV
DESCRIPTION
DATE
DWN
CHKD
APVD
ECN
COMPANY CONFIDENTIAL
DOCUMENT AND ALL INFORMATION CONTAINED HEREIN
ARE THE PROPERTY OF EVOQUA AND/OR ITS
AFFIUATES. THE DESIGN CONCEPTS AND INFORMATION
CONTAINED HEREIN ARE PROPRIETARY TO EVOQUA
AND ARE SUBMITTED IN CONFIDENCE. THEY ARE NOT
TRANSFERABLE AND MUST BE USED ONLY FOR THE
PURPOSE FOR WHICH THE DOCUMENT IS EXPRESSLY
LOANED. THEY MUST NOT BE DISCLOSED,
REPRODUCED, LOANED OR USED IN ANY OTHER
MANNER Wf>•IOUT THE EXPRESS WRITTEN CONSENT
OF EVOQUA. IN NO EVENT SHALL THEY BE USED IN
ANY MANNER DETRIMENTAL TO THE INTEREST OF
EVOQUA. ALL PATENT RIGHTS ARE RESERVED. UPON
THE DEMAND OF EVOQUA, THIS DOCUMENT, ALONG
WITH ALL COPIES AND EXTRACTS, AND ALL RELATED
NOTES AND ANALYSES, MUST BE RETURNED TO
EVOQUA OR DESTROYED, AS INSTRUCTED BY EVOQUA.
ACCEPTANCE OF THE DELNERY OF THIS DOCUMENT
CONSTITUTES AGREEMENT TO THESE TERMS.
DESIGNER
cc
CHECKER
ENGINEER
MANAGER
FILE:
DATE
7/12/17,
DATE
TITLE OMINIPAC SEQUENCING BATCH REACTOR
SECTION VIEWS
DATE
DATE
CLIENT
CONNESTEE FALLS,
NC
1 eVOQUA WA WATER
TECHNOLOGIES
WI
WATER TECHNOLOGIES 262-547-0141
SCALE: 1/2: = 1 '-0"
PROJECT CODE
SBR
DRAWING
45954-103
SHEET
1 OF 1
REV
A

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
ROY COOPER e 1:11
:- _ -
Gavcroor 0 di r.
J
MICHAEL S.REGAIN .�,•^ .
Seerlerory �` rra„ '�
LINDA CULPEPPER NORTH CAROLINA '
Director &nviram:aemid Quality
February 03, 2020 .
Carolina Water Service Inc. of North Carolina
Attn: Tony Konsul, Dir. of Operations.
PO Box 240908
Charlotte, NC 28224-0908
Subject: Permit Renewal.
Application No. NC0024295 •
Connestee Falls.WWTP #1
Transylvania County
Dear Applicant:
The Water Quality Permitting Section acknowledges the February 3, 2020 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to.a permit writer within the Section's NPDES WW permitting
branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department,of Environmental
Quality's Environmental Application Tracker at: :
hops://deq.nc.gov/permits-regulations/permit=guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.:
Sin erely,
lam'
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application
ec: WQPS Laserfiche.File w/application
,,,, North_Carotias Departrceittof.Erviror Lrr rnermtfi1Qual"ay I :DivabnofWaterResoes
DE� 41..avi.te r 10fft 1.2{YSO U.S.4oh fir,vsr?1 Sibapm Cs aaps;.North ioliriaa 23775
o.,s,..sati,«�r,d.i4 82$.295145DO . .

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2 RECEIVED
FEB 0 3 2020
C u
Water
C b4
Ie .aF " of North CarolinaTM
January 30, 2020
Mr. Wren Thedford
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
Re: Connestee Falls WWTP# 1
NPDES NC0024295
Renewal Request
Dear Mr. Thedford,
Please find enclosed, application and attachments and consider this letter as our official
request to renew the NPDES permit for the facility referenced above. Please note that the new
facility was constructed under the A to C No. 024295A02.
If you should have any questions or need any additional information, please do not hesitate to
call me at 704-319-0523 or by email at [e-mail]
Thank you in advance for your attention.
Sincerely
sul
Director of Operations
•4944 Parkway Plaza Blvd.Ste 375 • Charlotte, North Carolina 28217 • 800-525-7990

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INC0024295
If you are completing this form in computer use the TAB.key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise,please print or type.
1. Contact Information:
Owner Name Carolina Water Service, Inc of NC
Facility Name Connestee Falls - WWTP
Mailing Address P.O. Box 240908
City Charlotte
State / Zip Code NC, 28224
Telephone Number [phone]
Fax Number [phone]
e-mail Address Tony.Konsul carolinawaterservicenc.com
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road 183 Connestee Utilities Drive
City Brevard
State / Zip Code NC 28712
County Transylvania
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name . . Carolina Water Service, Inc. Of North Carolina
Mailing Address ' PO Box 240908
City Charlotte
State / Zip Code NC, 28224
Telephone Number 704-525-7990
Fax Number 704-525-8174
e-mail Address Tony.Korisulacarolinawaterservicenc.com
1 of 3 FomrD 11/12

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.360 MGD
Annual Average daily flow 0.220 MGD (for the previous 3 years)
Maximum daily flow 0.521 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS:Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples,for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average
over the past 36 months for parameters currently in your permit. Mark other parameters "N/A".
Parameter Daily Monthly Units of
Maximum Average Measurement
Biochemical Oxygen Demand (BOD5) 30.1 3.5 Mg/L
Fecal Coliform 600 3.8 # 100/ML
Total Suspended Solids 32.2 3.6 Mg/L
Temperature (Summer) 22.0 17.7 Celsius
Temperature (Winter) 16.8 11.4 Celsius
pH 7.3 6.5 S.U.
13. List all permits, construction approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping(MPRSA)
NPDES NC0024295 Dredge or fill (Section 404 or CWA)
PSD (CAA) Other WQCS00219
Non-attainment program (CAA)
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete,and accurate.
t 'i \ Director of Operations
Printed name of Person Signin Title
re—OZd
Signature f Appl Date
o ro ina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement representation, or certification in any
application, record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article,shall be
guilty of a misdemeanor punishable by a fine not to exceed$25,000,or by imprisonment not to exceed six months,or by both. (18 U.S.C.Section 1001
provides a punishment by a fine of not more than$25,000 or imprisonment not more than 5 years,or both,for a similar offense.)
3 of 3 Form-D 11/12

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
•
NPDES APPLICATION - FORM D
For privately-owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that apply):
Industrial ❑ Number of Employees
Commercial ❑ Number of Employees
Residential ® Number of Homes 1033
School ❑ Number of Students/Staff
Other ❑ Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Connestee Falls subdivision-gated community residential
1033 x 2.5 = 2583 population
Number of persons served: 2583
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (NEW applicants:Provide a map showing the exact location of each
outfall):
French Broad River
8. Frequency of Discharge: Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
New 0.360MGD SBR which includes the following components, vertical fine screen and auger with a
capacity to handle 1.15 MGD flow, Influent lift station with (2) 625gpm pumps and VFD controls, (2)
9,410 gallon SBR basins, (1) 101,620 gallon post -EQ basin, (1)126,970 gallon digester. Three 499-
SCFM SBR blowers, (1) 144SCFM post aeration blower (1) 240 SCFM digester blower, (2) 1831 gpm
SBR pumps, (1) 1098 gpm digester pump, (2) fixed 384 square ft plate cloth media filters with each
containing (4) cloth filtering elements and air scour. Components also include (2) UV disinfection units
with each unit capacity rated for 0.90MGD flow with channel, automatic controls and monitoring.
Effluent flow meter and channel. Emergency back-up generator and controls.
2 of 3 Form-D 11/12

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
:: Cr* hn Watrl I° ater Service
of North CarolinaTM
January 30, 2020
Mr. Wren Thedford
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
Re: Connestee Falls WWTP
NPDES NC0024295
Sludge Management Plan
Dear Mr. Thedford,
As sludge and other solids are generated at this facility, they are periodically removed by a
contractor, Mikes Septic Tank Services. Other contractors are available should Mikes Septic be
unable to meet a schedule.
Mikes Septic Tank Services
80 Harold Sluder Road
Alexander NC, 28071
If you should have any questions or need any additional information, please do not hesitate to
call me at 704-319 -0523 or by email at [e-mail]
Thank you in advance for your attention.
Sincerely
onsul
Director of Operations
•4944 Parkway Plaza Blvd.Ste 375 • Charlotte, North Carolina 28217 • 800-525-7990

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit N C0024295
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act,as amended,
Transylvania Utilities, Inc.
is hereby authorized to discharge wastewater from a facility located at the
Connestee Falls WWTP No. 1
5999 Greenville Highway
Brevard,NC
Transylvania County
to receiving waters designated as the French Broad River in the French Broad River Basin
in accordance with effluent limits, monitoring requirements, and other applicable conditions set forth
in Parts I, II,III and IV hereof.
This permit shall become effective March 1, 2016.
This permit and authorization to discharge shall expire at midnight on September 30, 2020.
Signed this day January 26, 2016.
Original Signed by Julie Grzyb _
S.Jay Zimmerman,P.G.
Director,Division of Water Resources
By Authority of the Environmental Management Commission
Page 1

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit NC0024295
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions,requirements, terms, and provisions included herein.
Transylvania Utilities, Inc.
is hereby authorized to:
1. Continue to operate an existing 0.30 MGD wastewater treatment system with the following
components:
• Concrete influent flow splitter
• Dual aeration basins with mechanical aerators
• Dual rectangular clarifiers
• Chlorine contact chamber
• Flow meter
• Liquid dechlorination system
• Sludge digester with dewatering box
This system discharges from Connestee Falls WWTP No.1 at 5999 Greenville Highway near
Connestee Falls in Transylvania County.
2. After receiving an Authorization to Construct from the Division for expansion and submission of
an approved engineer's certification for construction, construct and operate a 0.46 MGD
wastewater treatment plant.
3. Discharge from said treatment works at the locations specified on the attached map into the French
Broad River, a class B-Trout water in the French Broad River Basin.
Page 2

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit NC0024295
PART I
A. (1.)EFFLUENT LIMITS AND MONITORING REQUIREMENTS—Outfall 001 (0.3MGD)
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning upon the effective date of this permit and lasting until expansion above
0.3 MGD or expiration, the permittee is authorized to discharge treated wastewater from outfall 001.
Such discharges shall be limited and monitored) by the permittee as specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
Monthly Daily Measurement Sample
Parameter-Parameter Code Average Maximum Frequency Sample Type Location
Influent or
Flow - 50050 0.30 MGD Continuous Recorder Effluent
BOD5 (20 Deg. C) - C0310 30.0 mg/L 45.0 mg/L Weekly Composite Effluent
Total Suspended Solids - C0530 30.0 mg/L 45.0 mg/L Weekly Composite Effluent
Ammonia-Nitrogen (mg/L) - C0610 Twice /month Composite Effluent
Fecal Coliform - (geometric mean)-31616 200/100 ml 400/100 ml Weekly Grab Effluent
TotalResidual Chlorine 2 - 50060 28 µg/L Weekly Grab Effluent
Temperature- (Deg. C) - 00010 Weekly Grab Effluent
TotalPhosphorus- (mg/L) - C0665 Semi-annually Composite Effluent
TotalNitrogen - (mg/L) - C0600 Semi-annually Composite Effluent
pH -00400 >6.0 and<9.0 S.U. Weekly Grab Effluent
Footnotes:
1. No later than 270 days from the effective date of this permit,begin submitting discharge monitoring reports
electronically using NC DWR's eDMR application system. See Special Condition A.(3.).
2. The Division shall consider all effluent TRC values reported below 50 µg/1 to be in compliance with the
permit. However,the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory(including field certified),even if these values fall below 50 µg/1.
There shall be no discharge of floating solids or foam in other than trace amounts.
Part I,Page 3

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit NC0024295
A. (2.)EFFLUENT LIMITS AND MONITORING REQUIREMENTS—Outfall 001 (0.46 MGD)
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Beginning upon expansion above 0.3 MGD and lasting until expiration, the permittee is authorized to
discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored1 by the
permittee as specified below:
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
Monthly Daily Measurement Sample
Parameter—Parameter Code Average Maximum Frequency Sample Type Location
Influent or
Flow - 50050 0.46 MGD Continuous Recorder Effluent
BODs (20 Deg. C) - C0310 30.0 mg/L 45.0 mg/L Weekly Composite Effluent
TotalSuspended Solids - C0530 30.0 mg/L 45.0 mg/L Weekly Composite Effluent
Ammonia-Nitrogen (mg/L) - C0610 Twice /month Composite Effluent
Fecal Coliform - (geometric mean)-31616 200/100 ml 400/100 ml Weekly Grab Effluent
TotalResidual Chlorine 2 - 50060 28 µg/L Weekly Grab Effluent
Temperature- (Deg. C) - 00010 Weekly Grab Effluent
TotalPhosphorus- (mg/L) - C0665 Semi-annually Composite Effluent
TotalNitrogen - (mg/L) - C0600 Semi-annually Composite Effluent
pH -00400 >6.0 and<9.0 S.U. Weekly Grab Effluent
Footnotes:
1. No later than 270 days from the effective date of this permit,begin submitting discharge monitoring reports
electronically using NC DWR's eDMR application system. See Special Condition A.(3.).
2. Limit and monitor only if the facility adds chlorine or chlorine derivatives to water that is eventually
discharged.The Division shall consider all effluent TRC values reported below 50 µg/1 to be in compliance
with the permit. However,the Permittee shall continue to record and submit all values reported by a North
Carolina certified laboratory(including field certified),even if these values fall below 50 µg/1.
There shall be no discharge of floating solids or foam in other than trace amounts.
Part I,Page 4

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit NC0024295
A (3)ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(b)]
Proposed federal regulations require electronic submittal of all discharge monitoring reports(DMRs)and
specify that,if a state does not establish a system to receive such submittals,then permittees must submit DMRs
electronically to the Environmental Protection Agency(EPA). The Division anticipates that these regulations
will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of this permit
(Standard Conditions for NPDESPermits):
• Section B.(11.) Signatory Requirements
• Section D.(2.) Reporting
• Section D.(6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting [Supersedes Section D.(2.)and Section E.(5.)(a)]
Beginning no later than 270 days from the effective date of this permit,the permittee shall begin reporting
discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report
(eDMR)internet application.
Monitoring results obtained during the previous month(s)shall be summarized for each month and
submitted electronically using eDMR The eDMR system allows permitted facilities to enter monitoring
data and submit DMRs electronically using the internet. Until such time that the state's eDMR application
is compliant with EPA's Cross-Media Electronic Reporting Regulation(CROMERR),permittees will be
required to submit all discharge monitoring data to the state electronically using eDMR and will be required
to complete the eDMR submission by printing,signing,and submitting one signed original and a copy of the
computerprinted eDMR to the following address:
NC DEQ/DWR/Information Processing Unit
ATTENTION: Central Files/eDMR
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being
physically located in an area where less than 10 percent of the households have broadband access,then a
temporary waiver from the NPDES electronic reporting requirements may be granted and discharge
monitoring data maybe submitted on paper DMR forms(MR 1, 1.1,2,3)or alternative forms approved by
the Director. Duplicate signed copies shall be submitted to the mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be submitted in
writing to the Division for written approval at least sixty(60)days prior to the date the facility would be
required under this permit to begin using eDMR. Temporary waivers shall be valid for twelve(12)months
and shall thereupon expire. At such time,DMRs shall be submitted electronically to the Division unless the
permittee re-applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
Part I,Page 5

DocuSign Envelope ID:7327AB30-4FAB-4D2D-99C0-685FE978C6C2
Permit NC0024295
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Regardless of the submission method,the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility,on the last day of the month following the
commencement of discharge.
2. Signatory Requirements [Supplements Section B.(11.)(b)and supersedes Section B.(11.)(d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a)or by a duly authorized representative of that person as described in Part II,Section B.
(11.)(b). A person,and not a position,must be delegated signatory authority for eDMR reporting purposes.
For eDMR submissions,the person signing and submitting the DMR must obtain an eDMR user account
and login credentials to access the eDMR system. For more information on North Carolina's eDMR
system,registering for eDMR and obtaining an eDMR user account,please visit the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the
following certification[40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE
ACCEPTED:
"I certify, under penalty of law,that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted.Based on my inquiry of the person orpersons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best
ofmy knowledge and belief true,accurate, and complete.I am aware that there are significant penalties for
submitting false information, including the possibility offines and imprisonment for knowing violations."
3. Records Retention[Supplements Section D.(6.)]
The permittee shall retain records of all Discharge Monitoring Reports,including eDMR submissions.
These records or copies shall be maintained fora period of at least 3 years from the date of the report. This
period may be extended by request of the Director at any time [40 CFR 122.41].
Part I,Page 6