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GENERAL NOTES: <br />APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION <br />1) NO PUBLIC WATER OR PUBLIC SANITARY SEWER MAIN CONSTRUCTION MAY TAKE <br />PLACE ON THIS PROJECT UNTIL THE UTILITY CONTRACTOR HAS REQUESTED, AND <br />ATTENDED A PRE —CONSTRUCTION CONFERENCE WITH THE CHARLOTTE WATER <br />CONSTRUCTION INSPECTOR ASSIGNED TO THE PROJECT. ANY WORK PERFORMED PRIOR <br />TO THE PRE —CONSTRUCTION CONFERENCE SHALL NOT BE ACCEPTED BY CHARLOTTE <br />WATER AND SHALL BE REMOVED AND REPLACE WITH NEW MATERIALS. <br />2) APPROVAL FOR BACKFLOW PREVENTION REQUIREMENTS IS NOT PART OF THIS REVIEW. <br />BACKFLOW PREVENTION REVIEW ENTAILS PLAN SUBMITTAL VIA MECKLENBURG COUNTY <br />CODE ENFORCEMENT PERMITTING PROCESS AT THE TIME OF THE APPLICATION FOR <br />THE BUILDING PERMITS. BACKFLOW PROGRAM REQUIREMENTS ARE AVAILABLE AT <br />http; //charlottenc.gov/Water/Pages/BackflowConstructionGuidelines.aspx. PLEASE <br />CONTACT MARK BULLINS AT 704-435-5800 FOR MORE INFORMATION. <br />3) ANY REVISION TO THE SERVICE CONFIGURATIONS AND/OR METER LOCATIONS WILL <br />REQUIRE A RESUBMITTAL TO BACKFLOW FOR REVIEW. <br />4) CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER <br />STANDARDS AND SPECIFICATIONS PER WEBSITE AT WWW.CHARLOTTEWATER.ORG. <br />5) ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE REQUIRED TO OWN <br />A COPY OF THE DESIGN MANUAL AND SHALL KEEP A COPY ON SITE AT ALL TIMES. <br />6) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES <br />AND ASSURING THAT UTILITIES ARE LOCATED PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION. CALL NC811 AT 1-800-632-4949 OR 811 FOR UTILITY LOCATING <br />SERVICES 72 HOURS PRIOR TO COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL <br />VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. <br />7) IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN <br />ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM NATURAL GAS MAINS, THE <br />CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS COMPANY AT (704) 525-5585. <br />8) SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE SUBJECT TO <br />RELOCATION DUE TO FIELD CONDITIONS. <br />9) SANITARY SEWER LATERALS ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN <br />FIVE (5) FEET WHERE PRACTICAL AT THE PROPERTY LINE UNLESS INDICATED ON THE <br />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 & <br />SANITARY SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET: <br />*WATER LINE CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE). <br />*18" VERTICAL FOR WATER LINE INSTALLED ABOVE SEWER LINE. <br />*10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE (OR 18" <br />VERTICAL SEPARATION IN SEPARATE DITCHES). <br />*FOR WATER LINES 12" CLEARANCE WITH STORM DRAINS, GAS MAINS, TELEPHONE <br />DUCTS, AND UNDERGROUND CABLES. <br />12) RECORDED PLATS ARE REQUIRED FOR ACTIVATION OF WATER MAINS, EASEMENTS ARE <br />NOT ACCEPTABLE. <br />13) ALL WATER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER <br />12—GAUGE TRACER WIRE, 30 MILS BLUE HDPE INSULATION. CONDUCTIVITY TEST <br />REQUIRED DURING FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST <br />EQUIPMENT. <br />14) ALL SEWER MAINS AND SERVICES SHALL BE INSTALLED WITH SOLID COPPER <br />12—GAUGE TRACER WIRE, 30 MILS GREEN HDPE INSULATION. CONDUCTIVITY TEST <br />REQUIRED DURING FINAL INSPECTION. CONTRACTOR SHALL PROVIDE ALL TEST <br />EQUIPMENT. <br />15) COMPLETE TRENCH BACKFILL SHALL BE IN PLACE 30 CALENDAR DAYS PRIOR TO <br />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 / <br />APPROVAL PERTAINING TO ANY APPLICABLE BACKFLOW DEVICES. <br />18) WATER MAIN EXTENSIONS WITHOUT SERVICES SHALL INCLUDE AIR RELEASE AT ALL <br />HIGH POINTS IN WATER MAINS OR EVERY 1000 LF. <br />19) EXISTING MANHOLES MAY HAVE TO BE REPAIRED OR REPLACED, DEPENDING ON THE <br />CONDITION, AS DETERMINED BY THE CHARLOTTE WATER INSPECTOR. <br />20) ALL VALVE ASSEMBLIES SHALL BE COMPLETELY OUTSIDE OF ADA HANDICAP RAMPS. <br />FIRE HYDRANTS SHALL BE COMPLETELY OUTSIDE SIDEWALKS AND RAMPS. <br />21) NET 15' WATER MAIN EASEMENT REQUIRED UNLESS APPROVED BY ENGINEER. <br />22) ANY NEW METERS OR IRRIGATION METERS INSTALLED/RELOCATED AFTER THE <br />BACTERIAL AND PRESSURE TEST SHALL REQUIRE ADDITIONAL BACTERIAL TEST. A <br />CLTWATER INSPECTOR SHALL WITNESS THE TAP UNCOVERED UNDER STATIC <br />CONDITIONS TO VERIFY IF LEAKS ARE PRESENT. <br />23) ALL PROPOSED WATER METERS SHALL NOT BE INSTALLED IN DRIVEWAY OR IN ADA <br />RAMPS. <br />24) PRIVATE MANHOLES SHALL NOT UTILIZE CHARLOTTE WATER FRAMES AND COVERS. <br />CITY OF CHARLOTTE STREET REQUIREMENTS: <br />RIGHT-OF-WAY PERMITTING PROCESS <br />APPLICATION FOR NON —DISCHARGE PERMIT <br />GRAVITY SEWER MAIN EXTENSION <br />CHARLOTTE—MECKLENBURG UTILITY DEPARTMENT <br />PROJECT NAME CAROLINA LILY <br />BASIN ROCKY RIVER TRIB. <br />CLT. Water PROJECT NO.: 100-22-589 <br />PROJECT TYPE: ❑ NEW CONSTRUCTION yll <br />]RELOCATION ❑MODIFICATION OF PERMIT N0. <br />OTHER <br />0 GPD (35,280 TO BE <br />VOLUME OF WASTEWATER GENERATED BY THIS PROJECT PRIVATELY PERMITTED) GALLONS PER DAY BASED <br />ON <br />190 GAL/DAY/SINGLE FAMILY HOUSEHOLD HOUSEHOLDS OR <br />135/GAL/DAY/MULTI—FAMILY <br />UNIT <br />242 UNITS OR BASED ON <br />97 <br />1—BEDROOM UNITS <br />® 130 <br />GPUPD <br />= 12,610 GPD <br />97 <br />2—BEDROOM UNITS <br />@ 130 <br />GPUPD <br />= 12,610 GPD <br />48 <br />3—BEDROOM UNITS <br />@ 195 <br />GPUPD <br />= 9,360 GPD <br />70 <br />PEOPLE ® 10 GPD/PERON <br />= 700 <br />GPD TOTAL = 35,280 GPD <br />WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER <br />❑ McALPINE CR. (NCO024970) ❑ IRWIN CR. (NCO024945) ❑ McDOWELL CR. (NCO036277) <br />❑ SUGAR CR. (NCO024937) ❑ MALLARD CR. (NC0030210) NX ROCKY CR. (NC0036269) <br />NATURE OF WASTEWATER 100 % DOMESTIC % INDUSTRIAL <br />% COMMERCIAL % OTHER <br />ORIGIN OF WASTEWATER <br />❑ SUBDIVISION <br />❑ SCHOOL <br />M APARTMENTS/CONDO'S <br />❑ COMMERCIAL <br />❑ INDUSTRIAL <br />❑ OTHER <br />LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS: <br />N/A <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 N/A <br />HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWER ARE CAPABLE TO HANDLE THIS FLOW? JJYES ❑ NO <br />PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM 314-561 <br />PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 8" <br />HAS ENGINEER DETERMINED THAT N C DEM AND CLT. Water DESIGN MINIMUM STANDARDS ARE MET BY THIS <br />PROJECT? NA YES ❑ NO <br />COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM <br />DESIGN RESOURCE GROUP. PA <br />2459 WILKINSON BOULEVARD, SUITE 200 <br />CHARLOTTE, NORTH CAROLINA 28208 <br />TELEPHONE (704) 343-0608 FAX <br />PROFESSIONAL ENGINEER'S CERTIFICATION <br />Joseph B. Boulos, PE ATTEST THAT THIS APPLICATION FOR CAROLINA LILY <br />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 />ISSUED <br />PLANT FLOW ALLOCATION RECORDED BY <br />PERMIT APPROVED BY : , �. <br />KERI B. CANTRELL PHD., P.E., CHIEF ENGINEER <br />DESIGN COMPANY <br />THE CONTRACTOR/DEVELOPER SHALL OBTAIN ALL NECESSARY PERMITS FOR CONSTRUCTION WITHIN CITY OF CHARLOTTE —MAINTAINED STREET <br />RIGHTS —OF —WAY (R/W), PRIOR TO CONSTRUCTION. A CONTRACTOR'S EMPLOYEE SHALL HOLD A VALID EXCAVATION CERTIFICATION FROM CDOT'S STREET <br />MAINTENANCE DIVISION (SMD) AND SHALL BE ON SITE DURING WORK IN THE STREET'S PAVEMENT, INCLUDING SIDEWALK AND DRIVEWAYS. CONTACT SMD <br />AT 704-336-3200 TO ENROLL IN THE NEXT CERTIFICATION CLASS. <br />THE PERMIT SHALL BE OBTAINED ® HTTPS: //CHARLOTTENC.GOV/TRANSPORTATION/PERMITS/PAGES/UTILI TIES. ASPX <br />BY CITY ORDINANCE, ALL WORK IN THE R/W SHALL BE PERFORMED ACCORDING TO THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH), AND HAVE <br />A VALID PERMIT. <br />PROVIDE COPY OF PERMIT TO CLTWATER CONSTRUCTION SUPERVISOR PRIOR TO SCHEDULING WORK. <br />DESIGN RESOURCE GROUP, PA <br />C.A... <br />\� ESS <br />ti <br />S <br />047286 = <br />C_ . 09.11.23 <br />ice ' F� � . ' C) <br />i�S�;A B Egos\ Nam. <br />PROJECT NAME CAROLINA LILY <br />CLT. Water PROJECT NO. : 100-22-086 <br />PROJECT DESCRIPTION 956 I F OF 8" WM AND MIS(_ APPURTAN(FS <br />DESIGNED BY FIRM <br />ENGINEER <br />n911104=101 <br />PHONE <br />DESIGN RESOURCE GROUP, PA <br />JOSEPH B BOULOS, PE <br />1111 HAWTHORNE LANE <br />CHARLOTTE, NORTH CAROLINA 28205 <br />(704) 343-0608 FAX <br />THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 130A-317 OF <br />THE NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER <br />SYSTEMS. CLT. 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 FROM <br />THE PLANS AND SPECIFICATIONS APPROVED BY CLT. Water WILL BE MADE WITHOUT THE WRITTEN CONSENT AND <br />APPROVAL OF CLT. Water OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO <br />PRACTICE IN THE STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE <br />OBSERVATIONS DURING AND UPON COMPLETION OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS <br />COMPLETED IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. <br />PERMIT NO. <br />APPROVED <br />PROPOSED WA._ <br />LINE 9' OFF BOC <br />3' MIN. COVER BASED <br />ON EOP ELEVATION <br />Water Demand Calculation Results <br />Meter-1(East) <br />Meter-2(West) <br />Demand Type <br />Domestic <br />Domestic <br />Demand Flow (gpm) <br />231.1 <br />25 <br />Corresponding Meter (CLT Water Meter Chart) <br />4-Inch Compound (Class II) <br />2-Inch Positive Displacement <br />DATE <br />KERI B. CANTRELL PHD., P.E., CHIEF ENGINEER <br />CLT. WATER <br />5100 BROOKSHIRE BOULEVARD <br />CHARLOTTE, NORTH CAROLINA 28216 <br />15' SETBACK <br />8.5' CLTW <br />WM ESMT. <br />50' PUBLIC ROW <br />8' 5' 12.0' 12.0' 5' 8' <br />SIDEWALK PLANTINd PLANTINSIDEWALK <br />STRIP STRIP <br />PROPOSED WATER—" <br />LINE 6' BOC <br />3' MIN. COVER BASED <br />ON EOP ELEVATION <br />PROPOSED 8" SS <br />5' 0-8' <br />IDEWALK PLANTING <br />STRIP <br />12.0' <br />PORTSMOUTH STREET <br />TYPICAL STREET SECTION <br />160' PUBLIC ROW <br />12.0' 12.0' 12.0' <br />RIGHTRN 1 THROUGH LANE I LEFT OUGH I RIG RN <br />LANE LANELANE <br />CAROLINA LILY LN <br />TYPICAL STREET SECTION <br />CHARLOTTE <br />W6TER <br />APPROVED <br />Chris Saunders <br />10/10/2023 <br />Date <br />30.5' SETBACK <br />Page 32 <br />