Loading...
HomeMy WebLinkAboutWQ0000798_More Information Received_20220114Non -Discharge Branch Upload/Submittal Form NORTH CAROLINA Envlronment&Qu,1ty Version 2 - Revised June 23, 2020 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?* Permit Number (IR) * Applicant/Permittee Email Notifications Does this need review by the hydrogeologist? * Regional Office CO Reviewer Admin Reviewer Annual Report Residual Annual Report Additional Information Other WQ0000798 Brunswick County Yes No 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* tchubard@wkdickson.com 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* 9104421850 Modification - Minor Renewal GW-59, NDMR, NDMLR, NDAR-1, NDAR-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. https://edocs.deg.nc.gov/Forms/NonDischarge_Monitoring_Report Permit Type: * Permit Number: * Applicant/Permittee Address* Facility Name* Wastewater Irrigation Other Wastewater Closed -Loop Recycle Single -Family Residence Wastewater Irrigation WQ0000798 Has Current Existing permit number High -Rate Infiltration Reclaimed Water Residuals Other 250 Grey Water Road NE, PO Box 249, Supply, North Carolina Shallotte WWTF Please provide comments/notes on your current submittal below. Structural sheet S3 At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg at nathaniel.thornburg@ncdenr.gov. Please attach all information required or requested for this submittal to be reviewed here. * (Application Form, Engineering Plans, Specifications, Calculations, Etc.) 2022-01-10 Southport WWTP - S3.pdf 435.62KB Upload only 1 PDF document (less than 250 MB). 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 1/14/2022 ar DICKSON community infrastructure consultants #5©6" OC EW, T&B W/ 6" HOOK EACH END t, 56.00 o 4- 4 la -, Air I. COAT ALL JOINTS WITH XYPEX CONCENTRATE WATERSTOP de SECTION • 1. 1'-6" 3'-4" 5'-5" 5'-3" 1'-6" ALUMINUM GRATE BY OTHERS 58.00 #5 "U" DOWELS ©8" OC W/ 3'-0" VERTICAL LEG ALUMINUM GRATE BY OTHERS 58.00 (2)#8 IN EACH CORNER OF ELEVATED JIB SUPPORT SLAB W/ 36" HORIZ LEG CENTERED #5©8" OC VERT IN SLAB AND 72" LEG IN WALL #5©8" OC HORIZ #5 DOWELS ©8" OC BETWEEN CORNER DOWELS #5©8" OC VERT #5©10" OC HORIZ 4" CENTER BULB PVC WATERSTOP 52.50 2'-0" C 4' CENTER BULB PVC WATERSTOP- a 4" CENTER BULB ee-PVC WATERSTOP .a. • #5©8" OC HORIZ COAT ALL JOINTS WITH XYPEX CONCENTRATE #5©8" OC HORIZ #5 DOWELS ©8" OC #5©12" OC T&B (4)#5 CONT T&B 1'-0" 1'-6" 1'-0" 3'-6" 52.50 1 S3 3/4" = 1'-0" 58.00 #5©8"OC HORIZ #5©8"OC VERT 4" CENTER BULB PVC WATERSTOP #5*8"OC VERT #5©8"OC HORIZ 1'-6" 6" 4 ALUMINUM GRATE BY OTHERS 4 • COAT ALL JOINTS WITH XYPEX CONCENTRATE 1 SECTION a #5©8"OC VERT #5©8"OC HORIZ 4" CENTER BULB PVC WATERSTOP #5 DOWELS ©8"OC 4" CENTER BULB PVC WATERSTOP #5©8"OC T&B • S3 3/4" = 1'-0" 3000 PSI GROUT, SEE MECH DWGS COAT ALL JOINTS WITH XYPEX CONCENTRATE 48.50 48.50 i SECTION #5©8" OC EW, T&B #5©8" OC VERT - 4" CENTER BULB PVC WATERSTOP #5©8" OC HORIZ #5 DOWELS ©8" OC 7 ALUMINUM GRATE BY OTHERS WEIR BEYOND 53.00 56.00 4 d r • -al a 55.00 ALUMINUM GRATE BY OTHERS #6©12" OC T&B W/ 4" HOOK EACH END #648" OC T&B, 2" CLR FROM CONC FACE W/ 4" HOOK AT END, TYP 55.00 • #5©8" OC EW, T&B T BYPASS CHANEL BEYOND WEIR BEYOND "4offs d dd � 4" CENTER BULB PVC WATERSTOP (2)#8 CONT T&B #3 TIES ©10" OC 50.50� 48.50 4.° a 1'-0" 4" CENTER BULB PVC WATERSTOP COAT ALL JOINTS WITH XYPEX CONCENTRATE 42.50 4" CENTER BULB PVC WATERSTOP 111 #5 DOWELS ©8" OC #5©8" OC VERT #5©12" OC HORIZ #5 DOWELS ©8" OC #5©8" OC EW, T&B 2'-0" 1'-0" ` S3 3/8" = 1'-0" • 4d 5'-0" 3'-0" 1'-0" #5 DOWELS iae • #5 DOWEL 0.4 4 ENLARGED PLAN VIEW S3 3/4" = 1'-0" - #5©10" OC HORIZ #5©8" OC VERT #5 DOWELS ©10" OC #5©10" OC HORIZ #5©8" OC VERT 4' • EDGE OF ELEVATED SLAB ABOVE (2)#3 EACH CORNER W/ 36" HORIZ LEG CENTERED IN ELEVATED SLAB AND 72" LEG IN WALL 4"x4"x1/4" PLATE W/ NUT OVER AND UNDER PLATE GRATING SUPPORT ANGLE, SEE TYP DETAILS s 56.00 • JIB CRANE COL BY JIB CRANE MANUF ANCHOR BOLTS BY JIB CRANE MANUF - #3 TIES ©8" OC, ALL (4) SIDES #5 AT MID • - 4 ^d 4. . 53.00 5'-0" ELEVATED JIB CRANE SUPPORT SLAB W/ #5©6" OC EW, T&B, 2" CLR OF CONC FACE 2 SECTION 6" HOOK EACH END TYP ` S3 3/4" = 1'-0" 26"DIA BASEPLATE BY JIB CRANE MANUF (6)1 1/4"DIA HOLES FOR ANCHOR BOLTS, ANCHOR BOLTS BY JIB CRANE MANUF ENLARGED PLAN VIEW S3 3/4" = 1'-O" FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION 1213 W. MOREHEAD ST., SUITE 300 CHARLOTTE, NC 28208 (t) 704-334-5348 (f) 704-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 ```����\11I 1111111/// // •pFESjpN,,� J SEAL 021897 v �9 sp 1111w \� ' O``` sz/L5/zozs PROFESSIONAL SEAL REVISION RECORD DESCRIPTION w 0 O zJ CITY OF SOUTHPORT - BRUNSWICK COUNTY WWTF w 2 z 1— O w O 0_ DRAWING TITLE: HEADWORKS SECTIONS PROJ. MGR.: MG DESIGN BY: VW DRAWN BY: DB PROJ. DATE: DEC 2021 DRAWING NUMBER: S3 WKD PROJ. NO.: 20170253.00. W L