WQ0000798_More Information Received_20220310

Initial Review
Reviewer
Thornburg, Nathaniel D
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) *
WQ0000798
Applicant/Permittee
Brunswick County
Email Notifications
...................................................................................
Does this need review by the hydrogeologist? *
Yes No
Regional Office
Wilmington
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Name* Carter Hubard
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9107624200
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
hftps://edocs.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Perm it Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number: *
WQ0000798
Has Current Existing permit number
Applicant/Permittee Address*
250 Grey Water Road NE, PC Box 249, Supply, North
Carolina
Facility Name*
Shallotte WWTF
Please provide comments/notes on your current submittal below.
Figure and associated drawings for illustration of routing flow into headworks
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
2022-02-09 FM Routing Figures for DWI.pdf 3.04MB
Upload only 1 PDF document (less than 250 Me). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be
accepted for pre -review until the fee (if required) has been received by the Non -
Discharge Branch. Application fees must be submitted by check or money order and
made payable to the North Carolina Department of Environmental Quality (NCDEQ).
I also confirm that the uploaded document is a single PDF with all parts of the
application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 3/8/2022

EXISTING UPPER
LAGOON 1
WATER EL. 61.9
FOREST STREET EXT.EXISTING UPPER
LAGOON 2
WATER EL. 61.8
EXISTING LOWER
LAGOON
WATER EL. 54.3
EXISTING
CONTROL
BLDG.
+++EXISTING 12" FORCE MAIN
FROM MULBERRY ROAD
EXISTING 8" INFLUENT
FORCE MAIN TO
LAGOON 1 & 2
EXISTING 6" INFLUENT
FORCE MAIN TO
LAGOON 1 & 2
EXISTING 12" DIVERSION
FM (TO 24" FM ON US 17)
FORCE MAIN FROM
GREEN BAY VILLAGE
EXISTING 6" INFLUENT FORCE
MAIN TO LAGOON 1 & 2
EXISTING 8"
FORCE MAIN
FILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\2022-02-03 DWI Flow Figure\DWI Flow Path Figure.dwgZ:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\2022-02-03 DWI Flow Figure\DWI Flow Path Figure.dwg, DKHAN, 2/9/2022 11:24:31 AMWKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATEPROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:NO.community infrastructure consultants
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t)704-334-5348
(f)704-334-0078
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
TCH
SEG
DK
2021
FIGURE 1FIGURE 1 - EXISTING FORCE MAIN ROUTINGWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTFINAL DESIGN - NOT RELEASED FOR CONSTRUCTION20170253.00.WLSCALE: 1"=60'
60'0 60'120'
EXISTING 6" FORCE MAIN
EXISTING 8" FORCE MAIN
EXISTING 12" FORCE MAIN (MULBERRY)
EXISTING 12" FORCE MAIN (TO US 17)
LEGEND
NOTE:
FORCE MAINS SHOWN IN BACKGROUND (I.E.
NOT HIGHLIGHTED) ARE EXISTING, UNUTILIZED
INFRASTRUCTURE.
EXISTING UPPER
LAGOON 1
WATER EL. 61.9
FOREST STREET EXT.EXISTING UPPER
LAGOON 2
WATER EL. 61.8
EXISTING LOWER
LAGOON
WATER EL. 54.3
PROP. CONCRETE
CHANNEL W/ STAINLESS
STEEL GRATING
INV ELEV.
60.90
INV ELEV.
60.90
PROP. 145 LF - 8" RJDIP
INV ELEV.
61.90
INV ELEV.
59.00
PROP. 18" DIP
EXISTING
CONTROL
BLDG.
PROP. 8" RJDIP 45°
BEND (TYP.)
PROP. 8" RJDIP
22.5° BEND (TYP.)PROP. 18" DIP PLUG VALVE FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMTIE IN TO
EXISTING
TRANSFER
PS
FMFM
FM
FM
FM
FM
FM
FMFMFMFMINV ELEV.
54.00
PROP. CONCRETE
LAGOON BASIN INLET
EXISTING 12" DIP PLUGGED
AND ABANDONED AS SHOWN
CONNECT EXISTING 12"
PIPING TO 18" PIPE.
NEW 12" PLUG
VALVE
EXISTING 12"
PIPING TO
REMAIN
CONVERT TO
ADJUSTABLE
OVERFLOW WEIR
(ELEV. 59.00 TO 61.90)
OUTLET STRUCTURE
SEE SHEET M31
+++CHAIN LINK
FENCE
EXISTING 12" FORCE MAIN
FROM MULBERRY ROAD
EXISTING 8" INFLUENT
FORCE MAIN TO
LAGOON 1 & 2
EXISTING 6" INFLUENT
FORCE MAIN TO
LAGOON 1 & 2
EXISTING 12" DIVERSION
FM (TO 24" FM ON US 17)
FORCE MAIN FROM
GREEN BAY VILLAGE
EXISTING 6" INFLUENT FORCE
MAIN TO LAGOON 1 & 2
EXISTING 8"
FORCE MAIN
PROPOSED
HEADWORKS
SEE SHT. C14
PROPOSED TRUCK
UNLOADING STATION,
SEE SHEET M28 FOR DETAIL
PROPOSED 10" PVC FM TO
ANAEROBIC SELECTOR, SEE
SHEETS C27 - C29 FOR PLAN
AND PROFILE
PROPOSED 8" PVC FM FROM
WAS/DRAIN PS APPROX 2,400
FT, SEE SHEETS C30 - C32 FOR
PLAN AND PROFILE
PROPOSED 16" PVC
INFLUENT FM, SEE
SHEETS C22 - C26 FOR
PLAN AND PROFILE
PROPOSED 12" CONNECTION
TO EXISTING FM, SEE SHEET
C26 FOR DETAILS
PROPOSED 8" CONNECTION
BETWEEN EXISTING 6" AND 8" FM,
SEE SHEET C28 FOR DETAILS
VALVE TO BE REMOVED AND
PIPE CAPPED, SEE SHEET C25
EXISTING 6" FM TO BE
CAPPED AND ABANDONED
EXISTING 12" FM BETWEEN PROPOSED FM
CONNECTION POINTS TO BE CAPPED AND
ABANDONED, SEE SHEET C26 FOR DETAILS
(FLOW DIRECTION
REVERSED)
EXISTING 12" FORCE MAIN
FROM MULBERRY ROAD
EXISTING 8" FM TO BE
CAPPED AND ABANDONED
PROPOSED SEWER PIPING
EXISTING 6" FORCE MAIN
FILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\2022-02-03 DWI Flow Figure\DWI Flow Path Figure.dwgZ:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\2022-02-03 DWI Flow Figure\DWI Flow Path Figure.dwg, DKHAN, 2/9/2022 11:24:40 AMWKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEAL
REVISION RECORDDESCRIPTIONBYDATEPROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:NO.community infrastructure consultants
1213 W. MOREHEAD STREET
SUITE 300
CHARLOTTE, NC 28208
(t)704-334-5348
(f)704-334-0078
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
TCH
SEG
DK
2021
FIGURE 2FIGURE 2 - PROPOSED FORCE MAIN ROUTING MODIFICATIONSWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTFINAL DESIGN - NOT RELEASED FOR CONSTRUCTION20170253.00.WLSCALE: 1"=60'
60'0 60'120'
EXISTING 8" FORCE MAIN
EXISTING 12" FORCE MAIN (MULBERRY)
EXISTING 12" FORCE MAIN (TO US 17)
LEGEND
PROPOSED FORCE MAINSFMFM
NOTE:
FORCE MAINS SHOWN IN BACKGROUND (I.E.
NOT HIGHLIGHTED) ARE EXISTING, UNUTILIZED
INFRASTRUCTURE.
BB
BB BBBBBBBBBBTB TBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBPROPOSED 16" PVCFORCE MAIN///////////////////////////////////////////////////FM FM FMFM
FMFMFMFMFMFMFMFMFMFMFMFMFM20'EXISTING LAGOONINFLUENT STRUCTURE683 LF SILT FENCEPROPOSED 16"RJDI 45° BENDSTA 28+41PROPOSED 16"RJDI 45° BENDSTA 28+97PROPOSED AIRRELEASE/VACUUMVALVE WITH MANHOLESTA 27+62(SEE DETAIL SHEET D9)PROPOSED 16" RJDIISOLATION PLUG VALVESTA 27+87PROPOSED 8" PLUG VALVECUT INTO EXISTING FORCEMAIN FOR FLOW DIVERSIONHEADWORKS SITELIMIT OF DISTURBANCE,SEE NOTE 1DISTURBED AREA= 1.65 AC(TOTAL, SEE ADJACENT SHEET)INFLUENT FORCE MAINLIMIT OF DISTURBANCE,SEE NOTE 1DISTURBED AREA= 1.30 AC(TOTAL, SEE ADJACENT SHEET)0+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00REMOVE DOWNSTREAM VALVEAND CAP LAGOON INFLUENTFORCE MAIN WITH RESTRAINED DIPSCALE: HOR 1"=40'; VERT 1"=4'PROPOSED INFLUENT FORCE MAIN3640444852566064364044485256606420+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00EXISTING GRADE3'-0"MINPROPOSED 16" PVCFORCE MAINPROPOSED 113 LF16" RJDI FORCE MAINSEE NOTE 218"MIN18"MINPROPOSED 16" RJDI45° BEND (HORIZ.)STA 28+41PROPOSED 16" RJDI45° BEND (HORIZ.)STA 28+97PROPOSED AIRRELEASE/VACUUMVALVE WITH MANHOLESTA 27+62(SEE DETAIL SHEET D9)PROPOSED 16" RJDIISOLATION PLUG VALVEWITH VALVE BOXSTA 27+8718"MINEXISTING 8" PVCFORCE MAINEXISTING 12" PVCFORCE MAINEXISTING 8" PVCFORCE MAINEXISTING 8" PVCFORCE MAINPROPOSED 127 LF16" RJDI FORCE MAINSEE NOTE 3FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONTCH2021C2520170253.00.WLFILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\20170253_C_SHT_INFLUENT FM.dwg, DKHAN, 1/7/2022 7:23:14 PMWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTINFLUENT FORCEMAIN STA 20+00 TO 30+00COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28208(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374NOTES:1. LIMIT OF DISTURBANCE (LOD) LINE SHOWN FOR CLARITY, THE ACTUAL LODSHOULD NOT EXCEED TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS.SEE SHEET C60 FOR HEADWORKS SITE EROSION CONTROL PLAN.2. LENGTH OF RESTRAINED JOINT (RJ) PIPE SHADED IN PROFILES TO BE CENTEREDON EACH SIDE OF FITTING STATION SHOWN. RJ PIPE SHALL EXTEND TO NEXT PIPEJOINT BEYOND MINIMUM LENGTH INDICATED.MATCHLINE 30+00 SEE SHEET C26MATCHLINE 20+00 SEE SHEET C24LEGENDFMFM/////////TCETCEPROPOSED FORCE MAINRESTRAINED JOINT PIPE (PROFILE)EXISTING FORCE MAINLIMITS OF DISTURBANCEFMFMPERMANENT UTILITY EASEMENTTEMPORARY CONSTRUCTION EASEMENTSILT FENCEPROPERTY LINEEXISTING CONTOURDKDKRESTRAINED PIPE ADDED FOR VALVE10/20211DKNOTE ADDED TO CAP LAGOON INFLUENT FORCE MAIN1/20222DK
SCALE: HOR 1"=40'; VERT 1"=4'HEADWORKS FORCE MAIN40444852566064684044485256606468EXISTING GRADE3' MIN.PROPOSED 8" PVCDIVERSIONFORCE MAIN, SEESHEETS C30-C329+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00PROPOSED 10" RJDI45° BEND (HORIZ.)STA 11+38PROPOSED 10" RJDI45° BEND (HORIZ.)STA 11+88PROPOSED 10" RJDI11.25° BEND (HORIZ.)STA 15+28PROPOSED 93 LF10" RJDI FORCE MAINSEE NOTE 2PROPOSED 10 LF10" RJDI FORCE MAINSEE NOTE 218"MINPROPOSED 10" PVCHEADWORKSFORCE MAINEXISTING 8" PVCFORCE MAIN18"MIN18"MINEXISTING 8" PVCFORCE MAINPROPOSED AIRRELEASE/VACUUMVALVE WITH MANHOLESTA 16+75(SEE DETAIL SHEET D9)18"MINPROPOSED 6" PVCWATER MAINFINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONTCH2021C2820170253.00.WLFILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\20170253_C_SHT_HEADWORKS FM.dwg, DKHAN, 11/17/2021 5:34:50 PMWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTHEADWORKS FORCEMAIN STA 9+00 TO STA 19+00COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants1213 W. MOREHEADSTREET SUITE 300CHARLOTTE, NC 28208(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374MATCHLINE 9+00 SEE SHEET C27MATCHLINE 19+00 SEE SHEET C29
EXISTING UPPERLAGOON 2WATER EL. 61.8LEGENDFMFMLODLOD/////////TCETCEPROPOSED FORCE MAINRESTRAINED JOINT PIPE (PROFILE)EXISTING FORCE MAINLIMITS OF DISTURBANCEFMPERMANENT UTILITY EASEMENTTEMPORARY CONSTRUCTION EASEMENTSILT FENCEPROPERTY LINEEXISTING CONTOURNOTES:1. LIMIT OF DISTURBANCE (LOD) LINE SHOWN FOR CLARITY, THE ACTUAL LODSHOULD NOT EXCEED TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS.2. LENGTH OF RESTRAINED JOINT (RJ) PIPE SHADED IN PROFILES TO BE CENTEREDON EACH SIDE OF FITTING STATION SHOWN. RJ PIPE SHALL EXTEND TO NEXT PIPEJOINT BEYOND MINIMUM LENGTH INDICATED.3. PROPOSED FORCE MAIN CONNECTION IS TO CONNECT THE EXISTING 6" AND 8"FORCE MAINS DISCHARGING TO THE EXISTING UPPER LAGOON INFLUENTSTRUCTURE ONLY.DKDKFORCE MAIN CONNECTION REVISED; NOTE ADDED10/20211DKWATER MAIN CROSSING ADDED TO PROFILE10/20212DK
SCALE: HOR 1"=40'; VERT 1"=4'DIVERSION FORCE MAIN394044485256606439404448525660643' MIN.PROPOSED 8"PVC DIVERSIONFORCE MAIN3' MIN.EXISTING GRADEPROPOSED 12"PVC SPRAY FIELDFORCEMAIN, SEESHEETS C40-C47STA. 0+00±BEGIN 8" PVC FORCEMAIN(CONNECT TO PROPOSED PUMSTATION PIPING)-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00PROPOSED 8"x8"x8" RJDI TEEAND 2-8" PLUG VALVESSTA 2+80PROPOSED 8" RJDI45° BEND (HORIZ.)STA 2+93PROPOSED 8" RJDI45° BEND (HORIZ.)STA 3+11PROPOSED 68 LF8" RJDI FORCE MAINSEE NOTE 3PROPOSED 109 LF8" RJDI FORCE MAINSEE NOTE 3PROPOSED 14 LF8" RJDI FORCE MAIN(TOTAL, SEE ADJ. SHEET)SEE NOTE 3PROPOSED 8" DIVERSIONFORCE MAIN CONNECTION TOEFFLUENT PS, SEE NOTE 3PROPOSED 8"x8"x8" RJDI TEEROTATED 45° VERTICALAND 2-8" PLUG VALVESSTA 3+36MAINTAIN 24"VERTICALSEPARATION FROMPROPOSED 2"WATER MAINPROPOSED 6"PVC WATER MAIN18"MIN18"MIN24"MINPROPOSED 16 LF8" RJDI FORCE MAINSEE NOTE 3PROPOSED 16 LF8" RJDI FORCE MAINSEE NOTE 3PROPOSED 8" RJDI22.5° BEND (HORIZ.)STA 4+49PROPOSED 8" RJDI22.5° BEND (HORIZ.)STA 4+78PROPOSED 8" RJDI90° BEND (HORIZ.)STA 0+30STA=4+04STA=4+89PROPOSED 8"x8"x4" RJDI TEEAND 1-4" PLUG VALVE FOR 4"WAS FORCE MAIN CONNECTIONSTA 5+65PROPOSED 8 LF8" RJDI FORCE MAINSEE NOTE 318"MINPROPOSED 15" RCPSTORM DRAINFINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONTCH2021C3020170253.00.WLFILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\20170253_C_SHT_HEADWORKS FM.dwg, DKHAN, 11/17/2021 5:44:57 PMWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTDIVERSION FORCEMAIN - STA 0+00 TO 10+00COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants1213 W. MOREHEADSTREET SUITE 300CHARLOTTE, NC 28208(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374MATCHLINE 10+00 SEE SHEET C31 PROPOSED 8" PVCDIVERSION FORCEMAIN(3' MIN. COVER, TYP.)PROPOSED 10" PVC FORCE MAINTO HEADWORKS PSSEE SHEETS C27-C29LEGENDFMFMLODLOD/////////TCETCEPROPOSED FORCE MAINRESTRAINED JOINT PIPE (PROFILE)EXISTING FORCE MAINLIMITS OF DISTURBANCEFMPERMANENT UTILITY EASEMENTTEMPORARY CONSTRUCTION EASEMENTSILT FENCEPROPERTY LINEEXISTING CONTOURNOTES:1. LIMIT OF DISTURBANCE (LOD) LINE SHOWN FOR CLARITY, THE ACTUAL LODSHOULD NOT EXCEED TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS.2. LENGTH OF RESTRAINED JOINT (RJ) PIPE SHADED IN PROFILES TO BE CENTEREDON EACH SIDE OF FITTING STATION SHOWN. RJ PIPE SHALL EXTEND TO NEXT PIPEJOINT BEYOND MINIMUM LENGTH INDICATED.3. PROPOSED 8"X8" TEE FOR DIVERSION FORCE MAIN CONNECTION TO EFFLUENTPUMP STATION TO BE ROTATED 45° VERTICAL TO ALLOW MINIMUM 18" VERTICALSEPARATION ABOVE PROPOSED HEADWORKS FORCE MAIN AT CROSSING. SEESHEET C29 FOR HEADWORKS FORCE MAIN CROSSING.DKDKFORCE MAIN RE-ROUTED TO MAINTAIN SEPARATION FROM PROPOSED STORM, WATER10/20211PROPOSED 8" PVC DIVERSION FORCEMAINCONNECTION TO EFFLUENT PUMP STATION,SEE SHEET C15 FOR WWTP PIPING PLANDKWATER MAIN, DIVERSION FM CONNECTIONS ADDED TO PLAN AND PROFILE10/20211DKPROPOSED 4"DIVERSION WASFORCE MAIN
SCALE: HOR 1"=40'; VERT 1"=4'DIVERSION FORCE MAIN45485256606468454852566064683' MIN.3' MIN.EXISTING GRADESTA. 25+34±END 8" PVC FORCEMAIN(CONNECT TO EXISTINGINFLUENT PUMPSTATION WET WELL)20+00 21+00 22+00 23+00 24+00 25+00 26+00PROPOSED 8" RJDI11.25° BEND (HORIZ.)STA 24+20PROPOSED 8"PVC DIVERSIONFORCE MAINPROPOSED 8 LF8" RJDI FORCE MAINSEE NOTE 2FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONTCH2021C3220170253.00.WLFILE PATH:Z:\Projects\Environmental\Brunswick County\2017025300WL - Southport Wastewater Study and Design\CADD\Plan Set\20170253_C_SHT_HEADWORKS FM.dwg, DKHAN, 12/6/2021 4:59:20 PMWASTEWATER TREATMENT AND DISPOSAL FOR THE CITY OF SOUTHPORTDIVERSION FORCEMAIN - STA 20+00 TO 25+43COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.WKD PROJ. NO.:PROJECT NAME:DRAWING NUMBER:DRAWING TITLE:PROFESSIONAL SEALREVISION RECORDDESCRIPTION BYDATEPROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:NO.community infrastructure consultants1213 W. MOREHEADSTREET SUITE 300CHARLOTTE, NC 28208(t)704-334-5348(f)704-334-0078WWW.WKDICKSON.COMNC LICENSE NO.F-0374PROPOSED 8" PVCDIVERSION FORCEMAIN(3' MIN. COVER, TYP.)MATCHLINE 20+00 SEE SHEET C31FOREST ST EXT NWLEGENDFMFMLODLOD/////////TCETCEPROPOSED FORCE MAINRESTRAINED JOINT PIPE (PROFILE)EXISTING FORCE MAINLIMITS OF DISTURBANCEFMPERMANENT UTILITY EASEMENTTEMPORARY CONSTRUCTION EASEMENTSILT FENCEPROPERTY LINEEXISTING CONTOURNOTES:1. LIMIT OF DISTURBANCE (LOD) LINE SHOWN FOR CLARITY, THE ACTUAL LODSHOULD NOT EXCEED TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS.2. LENGTH OF RESTRAINED JOINT (RJ) PIPE SHADED IN PROFILES TO BE CENTEREDON EACH SIDE OF FITTING STATION SHOWN. RJ PIPE SHALL EXTEND TO NEXT PIPEJOINT BEYOND MINIMUM LENGTH INDICATED.DKDKSTATIONING UPDATED11/20211DK