|
PROJECT NAME
<br />APPLICATION FOR NON -DISCHARGE PERMIT
<br />GRAVITY SEWER MAIN EXTENSION
<br />CHARLOTTE - WATER
<br />BILLINGS PROPERTY
<br />CHARLOTTE WATER PROJECT NO.: 100-22-596 S
<br />PROJECT TYPE: [NEW CONSTRUCTION ❑RELOCATION
<br />OTHER
<br />BASIN:
<br />❑ MODIFICATION OF PERMIT NO
<br />ROCKY RIVER
<br />VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 10,660 GALLONS PER DAY BASED
<br />ON
<br />65 GAL/DAY/BR X [(23 UNITS X 4 BR/UNITS)+(24 UNITS X 3 BR/UNITS)]
<br />135 GAL/DAY/MULTI-FAMILY UNIT X UNITS OR IS BASED ON
<br />WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
<br />❑ McALPINE CR. (NC0024970) ❑ IRWIN CR. (NCO024945) ❑ McDOWELL CR. (NCO036277)
<br />❑ SUGAR CR. (NCO024937) ❑ MALLARD CR. (NCO030210) d ROCKY RIVER (NC0036269)
<br />NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL
<br />COMMERCIAL
<br />OTHER
<br />ORIGIN OF WASTEWATER [jSUBDIVISION ❑ COMMERCIAL
<br />❑ SCHOOL ❑ INDUSTRIAL
<br />❑ APARTMENTS/CONDO'S ❑ OTHER
<br />LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
<br />NONE
<br />IF WASTEWATER IS NON -DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
<br />N /A
<br />IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? ❑YES ❑NO dN/A
<br />HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? [iYES ❑ NO
<br />PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM 407-664
<br />PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 8"
<br />HAS ENGINEER ETERMINED THAT INC DEM AND CHARLOTTE WATER MINIMUM DESIGN STANDARDS ARE MET BY THIS
<br />PROJECT? [YES ❑ NO
<br />COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
<br />LANDWORKS DESIGN GROUP, P.A.
<br />1230 WEST MOREHEAD STREET, SUITE 304
<br />CHARLOTTE, NC 28208
<br />TELEPHONE 704 _ 841 _ 1604
<br />PROFESSIONAL ENGINEER'S CERTIFICATION:
<br />I, STEVEN S. WILSON ATTEST THAT THIS APPLICATION FOR
<br />BILLINGS PROPERTY HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
<br />BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
<br />PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
<br />PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY
<br />SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
<br />THE PROPOSED DESIGN.
<br />NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
<br />CLT Water PERMIT NO.
<br />PLANT FLOW ALLOCATION RECORDED BY:
<br />PERMIT APPROVED BY: 1
<br />ISSUED
<br />KERI B. CANTRELL, PhD, P.E., CHIEF ENGINEER
<br />PROJECT NAME
<br />APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
<br />BILLINGS PROPERTY
<br />CHARLOTTE WATER PROJECT NO.: 100-22-093 W
<br />PROJECT DESCRIPTION: CONSISTS OF 410f LF OF 2", 2576f LF OF 8" WATER MAIN
<br />2 FIRE HYDRANTS AND RELATED APPURTENANCES.
<br />DESIGNED BY: FIRM: LANDWORKS DESIGN GROUP, P.A.
<br />ENGINEER: STEVEN S. WILSON
<br />ADDRESS: 1230 WEST MOREHEAD STREET, SUITE 304
<br />CHARLOTTE, N.C. 28208
<br />PHONE: (704) 841-1604
<br />THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 13OA-317 OF THE
<br />NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
<br />CHARLOTTE WATER HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS
<br />PURSUANT TO 15A NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION
<br />FROM THE PLANS AND SPECIFICATIONS APPROVED BY CHARLOTTE WATER WILL BE MADE WITHOUT THE WRITTEN
<br />CONSENT AND APPROVAL OF CHARLOTTE WATER OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL
<br />ENGINEER LICENSED TO PRACTICE IN THE STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING
<br />THAT ADEQUATE OBSERVATIONS DURING AND UPON COMPLETION OF CONSTRUCTION INDICATES THAT
<br />CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS.
<br />PERMIT NO
<br />APPROVED:
<br />R/W
<br />,
<br />KERI B. CANTRELL, PhD, P.E., CHIEF ENGINEER
<br />CHARLOTTE WATER
<br />5100 BROOKSHIRE BLVD.
<br />CHARLOTTE, NORTH CAROLINA 28216
<br />50' TOTAL R/W
<br />25'
<br />19,
<br />(MIN)
<br />1'-0" 7'-0" 10'-0"
<br />(TRAVEL LANE)
<br />1.5%
<br />(2.00% MAXI�-
<br />2:1 CUT MAX.
<br />3:1 FILL MAX.
<br />PLANTING
<br />STRIP
<br />DATE
<br />R/W
<br />10'
<br />19' —0"
<br />(MIN) (MIN) (MIN)
<br />10'-0" 7'-0" 5'-0" 1'-0°
<br />(TRAVEL LANE)
<br />1.5%
<br />SLOPE 3/8" PER FT. 2.00% MAX)
<br />1'
<br />R 8, WM
<br />3l 2:1 CUT MAX.
<br />3'MIN. COVER
<br />3:1 FILL MAX.
<br />LOCAL RESIDENTIAL STREET SECTION
<br />BILLINGS FARM ROAD
<br />SKY VISTA DRIVE
<br />SKYSCAPE DRIVE
<br />SALEM RIDGE ROAD
<br />8'- BOC 1 5'
<br />BUILDING
<br />NOTES:
<br />1. NO PUBLIC WATER OR PUBLIC SANITARY SEWER MAIN CONSTRUCTION MAY TAKE PLACE ON THIS PROJECT UNTIL THE UTILITY
<br />CONTRACTOR HAS REQUESTED, SCHEDULED AND ATTENDED A PRE -CONSTRUCTION CONFERENCE WITH THE CHARLOTTE WATER
<br />CONSTRUCTION INSPECTOR ASSIGNED TO THE PROJECT. ANY WORK PERFORMED PRIOR TO THE PRE -CONSTRUCTION CONFERENCE
<br />SHALL NOT BE ACCEPTED BY CHARLOTTE WATER AND SHALL BE REMOVED AND REPLACED WITH NEW MATERIALS.
<br />2. APPROVAL FOR BACKFLOW PREVENTION REQUIREMENTS IS NOT PART OF THIS REVIEW. BACKFLOW PREVENTION REVIEW ENTAILS
<br />PLAN SUBMITTAL VIA MECKLENBURG COUNTY'S CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF APPLICATION FOR
<br />BUILDING PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT
<br />http://charlottenc.gov/Water/Pages/BackflowConstructionGuidelines.aspx. PLEASE CONTACT MARK BULLINS AT 704-432-5800 FOR MORE
<br />INFORMATION.
<br />3. ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL REQUIRE A RESUBMITTAL TO BACKFLOW FOR
<br />REVIEW.
<br />4. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER STANDARDS AND SPECIFICATIONS PER
<br />WEBSITE AT WWW.CHARLOTTEWATER.ORG.
<br />5. ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE REQUIRED TO OWN A COPY OF THE DESIGN MANUAL AND SHALL
<br />KEEP A COPY ON THE JOB SITE AT ALL TIMES.
<br />6. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT UTILITIES ARE LOCATED
<br />PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC811 AT 1-800-632-4949 OR 811 FOR UTILITY LOCATING SERVICES 72
<br />HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES
<br />PRIOR TO CONSTRUCTION.
<br />7. IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR
<br />HORIZONTALLY) FROM NATURAL GAS MAINS, THE CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS COMPANY AT (704) 525-5585
<br />AND INFORM THEM.
<br />8. SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS.
<br />9. SANITARY SEWER LATERALS ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN FIVE (5) FEET WHERE PRACTICAL AT THE
<br />PROPERTY LINE UNLESS INDICATED ON THE PLANS TO BE INSTALLED AT "MINIMUM SLOPE".
<br />10. MINIMUM COVER OF 36" FOR WATER MAINS.
<br />11. DUCTILE IRON PIPE (RED BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER AND SANITARY SEWER LINES IF THE FOLLOWING
<br />CLEARANCES ARE NOT MET:
<br />• WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE)
<br />• 18" VERTICAL FOR FOR WATER LINE INSTALLED ABOVE SEWER LINE.
<br />• 10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE (OR 18" VERTICAL SEPARATION IN SEPARATE DITCHES).
<br />• FOR WATER LINES 12" CLEARANCE WITH STORM DRAINS, GAS MAINS, TELEPHONE DUCTS, AND UNDERGROUND CABLES.
<br />12. RECORDED PLATS ARE REQUIRED FOR ACTIVATION OF WATER MAINS, EASEMENTS ARE NOT ACCEPTABLE.
<br />13. ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12-GAUGE TRACER WIRE, 30 MILS BLUE HDPE INSULATION.
<br />CONDUCTIVITY TEST REQUIRED DURING FINAL INSPECTION. CONTRACTOR SHOULD PROVIDE ALL TEST EQUIPMENT.
<br />14. ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER 12-GAUAGE TRACER WIRE, 30 MILS GREEN HDPE
<br />INSULATION. CONDUCTIVITY TEST REQUIRED DURING FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST EQUIPMENT.
<br />15. COMPLETE TRENCH BACKFILL SHALL BE IN PLACE 30 CALENDAR DAYS PRIOR TO SCHEDULING PVC PIPE MANDREL TESTING.
<br />16. CURB AND GUTTER SHALL BE CONSTRUCTED PRIOR TO WATER MAIN INSTALLATION.
<br />17. SEPARATE PLAN SUBMITTAL REQUIRED TO BACKFLOW PREVENTION FOR REVIEW / APPROVAL PERTAINING TO ANY APPLICABLE
<br />BACKFLOW DEVICES.
<br />18. WATER MAIN EXTENSIONS WITHOUT SERVICES SHALL INCLUDE AIR RELEASE AT ALL HIGH POINTS IN WATER MAINS OR EVERY 1000LF.
<br />19. EXISTING MANHOLES MAY HAVE TO BE REPAIRED OR REPLACED, DEPENDING ON THE CONDITION, AS DETERMINED BY THE CHARLOTTE
<br />WATER INSPECTOR.
<br />20. ALL VALVE ASSEMBLIES SHALL BE COMPLETELY OUTSIDE OF ADA HANDICAP RAMPS. FIRE HYDRANTS SHALL BE COMPLETELY OUTSIDE
<br />SIDEWALKS AND RAMPS.
<br />21. NET 15WATER MAIN EASEMENT REQUIRED UNLESS APPROVED BY ENGINEER.
<br />22. ANY NEW METERS OR IRRIGATION METERS INSTALLED/RELOCATED AFTER THE BACTERIAL AND PRESSURE TEST SHALL REQUIRE AN
<br />ADDITIONAL BACTERIAL TEST. A CLT WATER INSPECTOR SHALL WITNESS THE TAP UNCOVERED UNDER STATIC CONDITIONS TO VERIFY
<br />IF LEAKS ARE PRESENT.
<br />23. ALL PROPOSED WATER METERS SHALL NOT BE INSTALLED IN DRIVEWAYS OR IN ADA RAMPS.
<br />24. CLTWATER MANHOLE COVERS ARE NOT PERMITTED ON PRIVATE MANHOLES.
<br />``/11111111,,� `,/111111111,1
<br />�.\A C A R
<br />7� =� ° = SEAL rLandworkso* _* ;LLC-2930" *_
<br />°o
<br />0
<br />Design Group, PA
<br />Z.
<br />!�NE�°`��p�' ����� CREATING SPACES TO LIVE, WORK AND PLAY
<br />�� 1 S.i 11 � `,IO/16/Z3 ,00
<br />��� 01111,1 � 1� `,`, 1230 West Morehead Street, Suite 304 tel: 704-841-1604
<br />Charlotte, NC 28208 fax 704-841-1604
<br />CHARLOTTE
<br />WAITER
<br />APPROVED
<br />��,_«&1_ 11 /14/2023
<br />Chris Saunders Date
<br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH
<br />CHARLOTTE WATER STANDARD SPECIFICATIONS.
<br />Page 36
<br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH
<br />CHARLOTTE WATER STANDARD SPECIFICATIONS.
<br />
|