Rincon WRF Interim Upgrades IFB Plan Set 1_13.pdf

PDF 28 MB Posted Jan 14, 2026

Attached to: Rincon WRF Improvements - CMAR Request
Solicitation number: PE-66548-NONST-2026-000000007
Issued by: Douglas County, Georgia

About this file

Written by GovTribe AI · Jan 19, 2026

This is a design plan set document prepared by Hussey Gay Bell for the City of Rincon, Georgia, detailing interim upgrades to the Rincon Water Reclamation Facility (WRF). The project, located at 430 Ackerman Road in Rincon, Georgia, encompasses comprehensive mechanical, electrical, and site improvements to increase the facility's capacity and prepare for future expansion. The design includes multiple components: a 2.5-million-gallon equalization basin with submersible mixers, influent and RAS/WAS pump stations, replacement of UV disinfection systems with three new Trojan UV3000Plus banks, installation of a belt thickener, upgrades to the belt press system, modifications to chemical feed systems, a filtrate lift station, reject pump station improvements, filter backwash rerouting, and full SCADA system integration. The plan set consists of 41 sheets organized into general, process mechanical, electrical, and detail sections, dated January 2026 at 90% completion. Site work includes limits of disturbance, silt fence erosion controls, and various utility relocations including the scum pump station.

The design plan reflects a complete process upgrade addressing both liquid and solids handling with enhanced automation and monitoring capabilities. Key improvements include replacement of existing aerator motors and gearboxes with variable frequency drives controlled by dissolved oxygen probes, installation of magnetic flow meters and radar level sensors throughout the facility, and integration of all pump stations and treatment processes into a centralized SCADA system for automated operation. The project involves significant piping modifications using ductile iron and PVC materials, with detailed specifications for pipe supports, restraint requirements, and mechanical joints. Construction details are provided for foundation work, concrete pads, electrical connections, and standard utility crossing details. The facility's treatment process will be enhanced from basic secondary treatment with UV disinfection to an optimized biological nutrient removal system with advanced monitoring, supporting reuse applications and improved effluent quality to Sweigoffer Creek.

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329 COMMERCIAL DR, SAVANNAH, GA 31406 / T:912.345.4626

www.husseygaybell.com

Established 1958

HUSSEY GAY BELL

SAVANNAH ATLANTA STATESBORO CHARLESTON COLUMBIA NASHVILLE

FOR THE

PHONE No.

RINCON WRF

INTERIM UPGRADES

DESIGN PLANS

CITY OF RINCON

302 S COLUMBIA AVE

RINCON, GA 31326

(912) 826-5745

JANUARY 2026

CITY COUNCIL

BRANDY RILEY

MICHELLE TAYLOR

JESSE 'BEN' BLACKWELL, JR.

TIMOTHY MILNER

LEVI SCOTT

MONA UNDERWOOD

MAYOR

KEVIN EXLEY

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SITE

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SITE

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ADDRESS 430 ACKERMAN RD, RINCON, GA 31326

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VICINITY MAP

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SCALE:

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

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RINCON

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OLD AUGUSTA RD S

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FORT HOWARD RD

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HWY 21

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DRAWING SCHEDULE

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GENERAL

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COVER

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DRAWING SCHEDULE

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EXISTING SITE PLAN

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PROPOSED SITE PLAN

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EXISTING PROCESS FLOW DIAGRAM

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PROPOSED PROCESS FLOW DIAGRAM

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HYDRAULIC PROFILE

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EROSION CONTROL PLAN

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SCUMP PS RELOCATION

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PROCESS MECHANICAL

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PM1.0

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INFLUENT PS PLAN

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PM1.1

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INFLUENT PS SECTION

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PM1.2

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INFLUENT PS SECTION

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PM2.0

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EQUALIZATION BASIN AND PIPING PLAN

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PM2.1

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EQUALIZATION BASIN PLAN

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PM2.2

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EQUALIZATION BASIN TANK GRADING PLAN

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PM2.3

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EQUALIZATION BASIN SECTION

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PM2.4

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EQUALIZATION BASIN DETAILS

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PM3.0

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AERATION CAROUSEL PLAN

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PM4.0

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RAS-WAS STATION PLAN

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PM4.1

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RAS-WAS STATION SECTION

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PM4.2

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RAS-WAS STATION SECTION

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PM5.0

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UV UPGRADE PLAN

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PM5.1

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UV UPGRADE DETAIL

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PM6.0

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THICKENER PLAN

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PM6.1

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THICKENER DRAINAGE PLAN

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PM6.2

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THICKENER DETAIL

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PM6.3

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THICKENER DETAIL

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PM7.0

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EXISTING BELT PRESS REMOVAL PLAN

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PM7.1

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BELT PRESS PLAN

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PM8.0

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FILRATE LS PIPING PLAN

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FILTRATE LS PLAN

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FILTRATE LS DETAIL

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PM9.0

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CHEMICAL FEED PLAN

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PM10.0

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FILTER BACKWASH REROUTE PLAN

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PM11.0

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REJECT PUMP STATION

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PM11.1

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REJECT PUMP STATION DETAIL

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PM11.2

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REJECT PUMP STATION SECTION

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PM12.0

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PROCESS MECHANICAL DETAIL SHEET

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SCHEDULE OF DRAWINGS

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FORCE MAIN

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LIMITS OF DISTURBANCE (LOD)

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LEGEND

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SANITARY SEWER LINE

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EXISTING

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PROPOSED

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SYMBOLS

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ELECTRICAL

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LEGEND, ABBREVIATIONS, & GEN. NOTES

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MISCELLANEOUS DETAILS

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ELECTRICAL SITE DEMOLITION PLAN

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ELECTRICAL SITE PLAN

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ONE-LINE DIAGRAMS

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EQUALIZATION BASIN ELECTRICAL PLAN

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PARTIAL ONE-LINE DIAGRAMS

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INFLUENT PS ELECTRICAL PLAN

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RAS-WAS STATION ELECTRICAL PLAN

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UV UPGRADE ELECTRICAL DEMO PLAN

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UV UPGRADE ELECTRICAL PLAN

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UV UPGRADE ELECTRICAL DETAILS

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BELT PRESS ELECTRICAL PLAN

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THICKENER ELECTRICAL PLAN

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INFILTRATE PUMP STATION ELEC. PLAN

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DETAILS

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GENERAL DETAILS

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GENERAL DETAILS

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GENERAL DETAILS

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FOR THE

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

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90% SET

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CCH

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CCH

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TJH

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JANUARY 2026

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RINCON WRF

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INTERIM UPGRADES

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CITY OF RINCON

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SILT FENCE (SF)

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CONCRETE PAVEMENT

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ASPHALT CUT AND REPAIR

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100%%% PORT PLUG VALVE

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FLOW METER

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FLANGED AIR RELEASE VALVE

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MISCELLANEOUS VALVE

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PRESSURE GAUGE

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VERTICAL BEND

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SANITARY SEWER MANHOLE

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MECH. JOINT BEND

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FLANGED BEND

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SWING CHECK VALVE

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DISMANTLING JOINT

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POLYMER MIXING VALVE

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ABBREVIATIONS

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RAS

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RETURN ACTIVATED SLUDGE

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WAS

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WASTE ACTIVATED SLUDGE

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DIP

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DUCTILE IRON PIPE

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RESTRAINED JOINT

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EQUALIZATION

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VFD

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VARIABLE FREQUENCY DRIVE

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FORCE MAIN

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PUMP STATION

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ULTRAVIOLET

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MILLION GALLON

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WATER SURFACE

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ELV

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ELEVATION

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INV

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INVERT

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SSMH

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SANITARY SEWER MANHOLE

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YEAR

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BFE

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BASE FLOOD ELEVATION

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TYP

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TYPICAL

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ARV

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AIR RELEASE VALVE

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DUCTILE IRON

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US/DS

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UPSTREAM/DOWNSTREAM

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MANHOLE

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REQ

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REQUIRED

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EL. FIN. GR.

ELEVATION OF FINISHED GRADE

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BENCHMARK RR SPIKE SET IN POWER POLE ELEV.=31.34 NAVD 88

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BENCHMARK "X" SCRIBED IN CONC. ELEV.=35.10 NAVD 88

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BENCHMARK RR SPIKE SET IN POWER POLE ELEV.=23.48 NAVD 88

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AUTOMATIC SCREENS (2)

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PARSHALL FLUME

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SOLIDS COLLECTION BIN

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GRIT CHAMBER (2)

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SOLIDS COLLECTION BIN

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CHEMICAL DOSING TANK

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CARROUSEL EFFLUENT WEIR

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SPLITTER BOX 1

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TELESCOPING VALVE FOR RAS/WAS

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SCUM PUMP STATION

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SECONDARY CLARIFIER

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TELESCOPING VALVE FOR RAS/WAS

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RAS/WAS VALVE VAULT TOP=35.15 TOP 8" PIPE=28.94

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GENERATOR AND TANK

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BIOAIR TANK

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INFLUENT FORCEMAIN

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INFLUENT FORCEMAIN

AutoCAD SHX Text MANHOLE TOP=39.91 I.E 6" PVC (W)=35.02 I.E 18" MTL (S)=35.12 I.E 18" MTL (E)-35.03

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PROPANE LINE

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SSCO (3)

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MANHOLE TOP=38.29 I.E 4" PVC (S)=35.27 I.E 6" PVC (E)=35.19

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4" MTL PIPE

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BIOAIR MTL PIPE

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RAS/WAS VALVE VAULT TOP=33.76 TOP 8" PIPE=28.73

AutoCAD SHX Text MANHOLE TOP=33.02 I.E. 4" PVC (W)=26.93 I.E. 10" PVC (N)=22.59 10" PVC (N)=22.59 I.E 10" PVC (E)=22.14

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MANHOLE TOP=32.90 I.E. 10" PVC (W)=18.85 I.E. 10" PVC S=25.40

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SSCO

AutoCAD SHX Text MANHOLE TOP=30.83 I.E. 6" PVC (NE)=22.98 I.E. 6" PVC (SE)=27.80 I.E. 10" PVC (SW)=22.95 I.E. 10" PVC (W)=22.83 I.E 8" PVC (NW)=24.73

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6" MTL PIPE

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MANHOLE TOP=33.73 TOP PIPE (S,W,&N)=24.23

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MANHOLE TOP=23.88 TOP PIPE (N&S)=17.51

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MANHOLE TOP=24.10 TOP PIPE (NW&SE)=18.06

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MANHOLE TOP=24.56 TOP PIPE (N&S)=18.16

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PIPE DIRECTION

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4" PVC I.E.=18.69

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12" MTL PIPE *FILLED W/CONC

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4" PVC I.E.=17.84

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4" PVC I.E.=20.44

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OVERFLOW STRUCTURE

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WATER SURFACE ELEVATION=17.71

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GATE INLET TOP=23.200 *NOT IN USE

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GATE INLET TOP=23.14 *NOT IN USE

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4" MTL PIPE

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18" HDPE I.E.=28.50

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MANHOLE TOP=24.19 BOTTOM OF BOX 21.06 *FULL OF DIRT

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WATER SURFACE ELEVATION=19.28

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10" PVC I.E=22.32

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10" PVC I.E=19.34

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10" PVC I.E=19.30

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10" PVC I.E=23.45

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30" RCP I.E=16.38

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TANK

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EFFLUENT FLOW METER

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EFLUENT FLOW METER

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PIPE DIRECTION TOWARD AERATION EFFLUENT

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MANHOLE TOP=23.77 TOP PIPE (SE)=16.92

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MANHOLE TOP=23.99 TOP PIPE (N&S)=14.73 *FULL OF WATER

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VALVE BOX TOP=27.43 TOP PIPE (N&S)=21.66

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VALVE BOX TOP=25.94 TOP PIPE (W&E)=21.77

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VALVE BOX TOP=25.32 TOP PIPE (W)=20.96 TOP OF PIPE (S)=13.36

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MANHOLE TOP=23.91 TOP PIPE (W&E)=20.68

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MANHOLE TOP=24.08 *COULD NOT OPEN

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24" RCP I.E=19.61

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24" RCP FES I.E.=19.37

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PIPE DIRECTION

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18" MTL. PIPE ENTERS GROUND FILTERS TO UV

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12" MTL. PIPE ENTERS GROUND

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18' CAPPED PIPE

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UV DISINFECTION CHANNEL

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SPLITTER BOX 2

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18" MTL. PIPE FILTER REJECT

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18" RCP FES I.E.=19.19

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18" RCP I.E.=19.13

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HANDHOLE TOP=36.77 TOP PIPE (N&S)=31.75

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HANDHOLE TOP=37.38 TOP PIPE (NW&SE)=33.17

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30" RCP I.E.=18.16

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STORM MANHOLE TOP=26.75 I.E. 30" RCP (SE)=21.49

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STORM MANHOLE TOP=26.75 I.E. 30" RCP (SE)=21.49

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30" RCP I.E.=18.16

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6" RCP I.E.=18.30

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6" RCP I.E.=18.30

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6" RCP I.E.=18.20

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REUSE PUMP STATION

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REJECT POND PUMP STATION

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APPROXIMATE LOCATION OF EXISTING 18" CONNECTION PIPE

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AERATION CARROUSEL

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MAIN OFFICE AND LAB

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AEROBIC DIGESTERS

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SOLIDS STORAGE SHED

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REJECT PUMP STATION BUILDING

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POST TREATMENT AERATION BASIN

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CLARIFIER 1

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CLARIFIER 2

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BELT PRESS BUILDING

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CLOTH MEDIA FILTERS

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FOR THE

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

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90% SET

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CCH

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CCH

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TJH

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JANUARY 2026

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RINCON WRF

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INTERIM UPGRADES

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CITY OF RINCON

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Feet 0 40 80

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BENCHMARK RR SPIKE SET IN POWER POLE ELEV.=31.34 NAVD 88

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BENCHMARK "X" SCRIBED IN CONC. ELEV.=35.10 NAVD 88

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BENCHMARK RR SPIKE SET IN POWER POLE ELEV.=23.48 NAVD 88

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CLOTH MEDIA FILTERS

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MAGNETIC FLOW METER

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12" INSERTA VALVE

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THREE NEW TROJAN 3000 UV BANKS IN EXISTING UV CHANNEL

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PROPOSED MOTOR OPERATED SLUICE GATE FOR REUSE PS

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PROPOSED FLOW MONITOR TO CONTROL UV DIMMING

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REPLACE REUSE POND FLOW METER

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REPLACE (2) VERTICAL TURBINE SURFACE AERATORS, GEARBOXES, AND VFD'S

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PROPOSED DO MONITOR AND SCADA INTEGRATION

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VALVE VAULT 10' X 5'

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12" DUCTILE IRON EQUALIZATION BASIN EFFLUENT LINE

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INSTALL12" X 12" TAPPING SLEEVE

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PLANT INFLUENT LIFT STATION

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EXTEND 12" FM

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12" DUCTILE IRON INFLUENT FORCE MAIN

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TIE BACK INTO EXISTING INFLUENT LINE WITH 12" X 12" TAPPING SLEEVE AND VALVE

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PROPOSED RAS/WAS STATION

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1.5 METER BELT PRESS AND ASSOCIATED PUMPS/PIPING, SEE SHEET M7.1

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RELOCATE EXISTING SCUM PUMP STATION AND TIE INTO EXISTING SCUM FM

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2.5 MG EQUALIZATION BASIN

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100% FULL PORT PLUG VALVE, RJ

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TIE INTO EXISTING FM

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FLOW METER

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PROPOSED FILTRATE PACKAGE LIFT STATION

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PROPOSED BELT THICKENER

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EQ TANK OVERFLOW LINE TO DISCHARGE AT BEGINNING OF HEADWORKS

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EQ TANK OVERFLOW LINE TO EXIT GROUND AND RUN ABOVE HANDWORKS WALL

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12" DUCTILE IRON EQUALIZATION BASIN OVERFLOW LINE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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PROPOSED DO MONITOR AND SCADA INTEGRATION

AutoCAD SHX Text AIR RELEASE VALVE IN MANHOLE AT LINE HIGH POINT CREATED BY VERTICAL BENDS, SEE SECTION VIEW SHEET PM12.0

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UPGRADE CHEMICAL FEED SYSTEM

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6" DIP FILTER BACKWASH REROUTE

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REMOVE AND CLEAN SURFACE DEBRIS FROM REJECT POND

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REPLACE REJECT PUMP STATION PUMPS AND CONTROLS

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AUTOMATIC MOTORIZED FLOW CONTROL VALVE

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FOR THE

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SCALE:

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

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AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\Construction\G5.0_PROPOSED_SITE_PLAN.dwg

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90% SET

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CCH

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CCH

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TJH

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JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text G4.0

AutoCAD SHX Text 1" = 40'

PROPOSED SITE PLAN

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EXISTING PROCESS FLOW DIAGRAM

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NTS

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SCALE:

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DESIGNED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

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AutoCAD SHX Text C

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AutoCAD SHX Text E:\Rincon\CADD FILES\Construction\G6.0_EXISTING_PROCESS_FLOW_DIAGRAM.dwg

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90% SET

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CCH

AutoCAD SHX Text

CCH

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TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

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PLANT INFLUENT

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MECHANICAL SCREEN 1

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PARSHALL FLUME

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MECHANICAL SCREEN 2

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GRIT CHAMBER 1

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GRIT CHAMBER 2

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DEWATERED SCREENINGS

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BY-PASS GATE

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DEWATERED GRIT

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AERATION CAROUSEL

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SPLITTER BOX 1

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CLARIFIER #2

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CLARIFIER #1

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SPLITTER BOX 2

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FILTER 1

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FILTER 2

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REJECT POND

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REJECT PS

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UV BANK 1

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UV BANK 2

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AUTOMATIC DIVERSION REJECT VALVE

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AUTOMATIC DIVERSION REJECT VALVE

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TURBIDITY METER

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TURBIDITY METER

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EFFLUENT SAMPLER/FLOW METERS

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POST TREATMENT AERATION

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REUSE PS

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MANUAL REUSE GATE

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REUSE POND

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EFFLUENT TO SWEIGOFFER CREEK

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REUSE TO GOLF COURSE

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AEROBIC DIGESTER BANK 1

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AEROBIC DIGESTER BANK 2

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RAS/WAS PS

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TELESCOPING VALVE

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DECANT LINE

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FILTRATE

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FILTER PRESS

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DEWATERED SOLIDS HOLDING TANK

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FILTER WASH DOWN

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SCREEN WASH DOWN

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CHAMBER 1

CHAMBER 2

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PROPOSED PROCESS FLOW DIAGRAM

AutoCAD SHX Text G6.0

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FOR THE

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SCALE:

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\Construction\G7.0_PROPOSED_PROCESS_FLOW_DIAGRAM.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

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PLANT INFLUENT

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MECHANICAL SCREEN 1

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PARSHALL FLUME

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MECHANICAL SCREEN 2

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GRIT CHAMBER 1

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GRIT CHAMBER 2

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DEWATERED SCREENINGS

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BY-PASS GATE

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DEWATERED GRIT

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AERATION CAROUSEL

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SPLITTER BOX 1

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CLARIFIER #2

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CLARIFIER #1

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FILTER 1

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FILTER 2

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REJECT POND

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REJECT PS

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UV BANK 1

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UV BANK 2

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AUTOMATIC DIVERSION REJECT VALVE

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TURBIDITY METER

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EFFLUENT SAMPLER/FLOW METERS

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POST TREATMENT AERATION

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REUSE PS

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MANUAL REUSE GATE

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REUSE POND

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EFFLUENT TO SWEIGOFFER CREEK

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REUSE TO GOLF COURSE

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AEROBIC DIGESTER BANK 1

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AEROBIC DIGESTER BANK 2

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RAS/WAS PS

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TELESCOPING VALVE

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DECANT LINE

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FILTRATE

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BELT PRESS

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DEWATERED SOLIDS HOLDING TANK

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BELT PRESS WASH DOWN

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SCREEN WASH DOWN

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EQUALIZATION BASIN

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BYPASS VALVE

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UV BANK 3

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*NOT SHOW - FULL SCADA INTEGRATION

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INFLUENT PUMP STATION

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SPLITTER BOX 2

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CHAMBER 1

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CHAMBER 2

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AUTOMATIC DIVERSION REJECT VALVE

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TURBIDITY METER

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UV DIMMING FLOW METER

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INFLUENT FLOW METER

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TANK EFFLUENT FLOW METER

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TANK FLOW CONTROL VALVE

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REUSE FLOW METER

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BELT THICKENER

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BYPASS VALVE

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FILTRATE LIFT STATION

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NTS

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CHEMICAL FEED

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WASTE ACTIVATED SLUDGE FLOW METER

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EXISTING RAS FLOW METER

FILTER BACKWASH REROUTE

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EMERGENCY

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3MM INFLUENT SCREEN

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12" FIBERGLASS PARSHALL FLUME

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GRIT SYSTEM

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PIPE INFLUENT ELV:34'

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PIPE EFFLUENT ELV: 35.5

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SSMH #1 INV IN=35.5' INV OUT=34'

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PIPE INFLUENT ELV: 36.37'

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ELV: 39.13'

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ELV: 39.44'

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ELV: 40.25'

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ELV: 39.27'

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ELV: 39.5'

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WS ELV: 35.35'

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WS ELV: 37.27'

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WS ELV: 37.29'

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WS ELV: 37.53'

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WS ELV: 40.15'

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MOTORIZED CONTROL VALVE

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MAGNETIC FLOW METER

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EQUALIZATION TANK

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INFLUENT LIFT STATION

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MAX WATER DEPTH ELEVATION 2.5 MG 88'

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TYPICAL WATER DEPTH 50.5'

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AERATION CARROUSEL

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SPLITTER BOX 1

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50' CLARIFIER

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SPLITTER BOX 2

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CHAMBER 1: FROM CLARIFIER TO FILTERS'

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CHAMBER 2: FROM UV TO POST AERATION

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EFFLUENT TO FILTERS

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CLOTH MEDIA FILTERS

AutoCAD SHX Text 19.87'

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INFLUENT WEIR 28.83'

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EFFLUENT WEIR 27.4'

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OVERFLOW WEIR 29.79'

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TOP OF WALL ELV:34.6'

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REUSE EFFLUENT 24" ELV:19.5'

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ELV: 18.12'

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OVERFLOW WEIR ELV: 24.26

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CHAMBER 1: FROM CLARIFIER TO FILTERS'

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CHAMBER 2: FROM UV TO POST AERATION

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TOP OF WALL ELV:34.6'

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SPLITTER BOX 2

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UV DISINFECTION

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WEIR ELV: 20.74'

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TOP OF WALL ELV: 22.1'

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WS ELV: 18.7'

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WS ELV: 21.14'

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WS ELV: 21.14'

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WS ELV: 21.37'

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CONTROL WEIR ELV: 25.06

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WS ELV: 24.5'

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WS ELV: 25.08'

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WS ELV: 25.95'

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WS ELV: 26.62'

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WS ELV: 26.6'

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WS ELV: 28.78'

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WS ELV: 28.95'

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WS ELV: 29.17'

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EFFLUENT LAUNDER TOP ELV: 34.6

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WS ELV: 32.9'

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TRIANGULAR WEIR ELV: 32.54'

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POST TREATMENT AERATION

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SWEIGOFFER CREEK 100 YR BFE 16.2'

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WS ELV: 32.93'

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WEIR ELV:33.46

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WS ELV:33.59'

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BOTTOM ELV: 18.6'

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WS ELV: 33.64'

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WEIR ELV:35.14'

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WEIR ELV:35.14'

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PROPOSED THIRD UV BANK

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PIPE CENTERLINE ELV: 18.25'

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INFLUENT CENTERLINE 26.11'

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HYDRAULIC PROFILE

AutoCAD SHX Text G7.0

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NTS

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FOR THE

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SCALE:

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\Construction\G8.0_HYDRAULIC_PROFILE.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text

PROFILE VIEW 1 - EQ BASIN TO HEADWORKS MANHOLE NOT TO SCALE

PROFILE VIEW 2 - AERATION CARROUSEL TO PLANT EFFLUENT NOT TO SCALE

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SAN

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AutoCAD SHX Text E

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PROPANE LINE

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AutoCAD SHX Text E

AutoCAD SHX Text C

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WT1

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WT2

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AutoCAD SHX Text S

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AERATION CARROUSEL

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MAIN OFFICE AND LAB

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AEROBIC DIGESTERS

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SOLIDS STORAGE SHED

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REJECT PUMP STATION BUILDING

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POST TREATMENT AERATION BASIN

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CLARIFIER 1

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CLARIFIER 2

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BELT PRESS BUILDING

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CLOTH MEDIA FILTERS

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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SILT FENCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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SILT FENCE

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SILT FENCE

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LIMITS OF DISTURBANCE

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FOR THE

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SCALE:

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Z:\Shared\SAV\Inc_Water\Rincon\CADD FILES\CONSTRUCTION\G8.0_EROSION_CONTROL_PLAN.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text G8.0

AutoCAD SHX Text 1" = 40'

EROSION CONTROL PLAN

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EXISTING SCUM DRAINAGE LINE SIZE UNKNOWN (CLARIFIER 2)

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RELOCATE EXISTING SCUM PUMP STATION WETWELL AND CONTROLS

AutoCAD SHX Text

CUT EXISTING SCUM DRAINAGE LINE AND ATTACH TO NEW SCUM WETWELL LOCATION

AutoCAD SHX Text PROPOSED SCUM OVERFLOW LINE 10" PVC WITH DUCKBILL CHECK VALVE LOCATED IN RAS WETWELL

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CUT AND CONNECT EXISTING AND NEW SCUM FM

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REMOVE CUT PIECE OF EXISTING SCUM FM

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PROPOSED 4" DIP SCUM FM CONTRACTOR TO FIELD VERIFY SIZE OF EXISTING FM AND MATCH

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REPLACE EXISTING SCUM PUMP

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45° DIP BEND, RJ

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45° DIP BEND, RJ

AutoCAD SHX Text

RELOCATE EXISTING SCUM PUMP STATION CONTROLS

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REMOVE EXISTING 10" SCUM OVERFLOW LINE

AutoCAD SHX Text

PIPE CONNECTION LOCATION UNKNOWN

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING SCUM LINE FROM CLARIFIER 1 TO BE REMOVED CONTRACTOR TO FIELD LOCATE

AutoCAD SHX Text

CUT AND REROUTE EXISTING SCUM DRAIN LINE

AutoCAD SHX Text REROUTE EXISTING SCUM LINE WITH DIP CONTRACTOR MATCH PIPE SIZE WITH EXISTING LINE

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22.5° DIP BEND, RJ

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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SILT FENCE

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SILT FENCE

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CLARIFIER 1

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CAP AND ABANDON GRAVITY LINE

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REMOVE EXISTING 6" TEE AND REPLACE WITH 6" CROSS

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EXISTING SCUM PUMP STATION TO BE RELOCATED OR REPLACED

AutoCAD SHX Text

ALL DAMAGED SIDEWALK TO BE REPLACED

AutoCAD SHX Text

EXISTING 6" RAS/WAS STATION EFFLUENT LINE

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING SCUM LINE FROM CLARIFIER 2 TO BE REMOVED CONTRACTOR TO FIELD LOCATE

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SCUM DISCHARGE TO AEROBIC DIGESTER

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NEW SCUM PUMP STATION LOCATION

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FOR THE

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SCALE:

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JOB NO.

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\CONSTRUCTION\G8.0_SCUMP_PS_RELOCATION.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text G9.0

AutoCAD SHX Text 1" = 4'

SCUMP PS RELOCATION

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AutoCAD SHX Text 3.23

AutoCAD SHX Text 2.38

AutoCAD SHX Text S1

AutoCAD SHX Text

PM1.1

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AutoCAD SHX Text

PM1.1

AutoCAD SHX Text S2

AutoCAD SHX Text

PM1.2

AutoCAD SHX Text S2

AutoCAD SHX Text

PM1.2

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SUBMERSIBLE PUMPS:

AutoCAD SHX Text 12" x 8" TEE

AutoCAD SHX Text

6" QUICK DISCONNECT

AutoCAD SHX Text

8" SWING CHECK VALVE (TYP)

AutoCAD SHX Text

8" DISMANTLING JOINT (TYP)

AutoCAD SHX Text

8" 90° BEND, RJ

AutoCAD SHX Text

8" FULL PORT PLUG VALVE (TYP)

AutoCAD SHX Text

PRESSURE GAUGE (TYP)- TOP MOUNTED

AutoCAD SHX Text

FLOW METER THAT REQUIRES LESS THAN TWO PIPE DIAMETERS OF STRAIGHT PIPE AFTER

AutoCAD SHX Text

AIR RELEASE VALVE AND DRAIN LINE

AutoCAD SHX Text

3 - 12" DI 45° FLANGE BENDS, VERTICAL

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8" VENT WITH INSECT SCREEN

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8" BYPASS SUCTION LINE OUTLET

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PUMP ACCESS HATCH 10' X 5', CONTRACTOR TO VERIFY SIZING WITH PUMP MANUFACTURE

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12" DI 45° BEND, RJ

AutoCAD SHX Text

12" EQ TANK EFFLUENT

AutoCAD SHX Text

12" 100% FULL PORT PLUG VALVE

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FLOW METER

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12' X 12' VALVE VAULT

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12" DUCTILE IRON FORCE MAIN EXTENSION

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12" DI 45° BEND, RJ

AutoCAD SHX Text

12" DI 45° BEND, RJ

AutoCAD SHX Text

12" FULL PORT PLUG VALVE, TYP

AutoCAD SHX Text

12"EQ TANK OVERFLOW LINE

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CUT AND REPAIR PAVEMENT

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CUT AND REPAIR PAVEMENT

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CUT AND REPAIR PAVEMENT

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LIMITS OF DISTURBANCE

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SILT FENCE

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VERTICAL 90° BEND WITH S.S. SCREEN

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CUT HOLE IN HANDWORKS ODOR CONTROL PANEL FOR 12"OVERFLOW PIPE

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EXISTING ODOR CONTROL PIPE

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12" TAPPING SLEEVE WITH VALVE

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12' DIAMETER PRECAST/CAST WETWELL

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12" TAPPING SLEEVE WITH VALVE

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12" DI 11.25° BEND, RJ

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12" DI 11.25° BEND, RJ

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12" DI 11.25° BEND, RJ

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TWO (2) 12" DI 90° VERTICAL BENDS

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12" DI 22.5° BEND, RJ

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12" INSERTA VALVE

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FOR THE

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SCALE:

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DATE:

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DESIGNED

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DRAWN

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CHECKED

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REVISIONS:

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DRAWING NUMBER

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DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Z:\Shared\SAV\Inc_Water\Rincon\CADD FILES\CONSTRUCTION\M0.1_INFLUENT_PS_PLAN.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text

PM1.0

AutoCAD SHX Text 1" = 4'

INFLUENT PS PLAN

3' MIN

2' 2'

WETWELL TOP EL. 37'

WETWELL BASE: 21.00'

ALL PUMPS OFF: 22.67'

LEAD PUMP ON: 28.67'

HIGH WATER LEVEL ALARM 31.17'

LAG PUMP ON: 29.67'

EMERGENCY 3RD PUMP ON 30.67'

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INFLUENT LIFT STATION - SECTION 1

SCALE: 1" = 2'

Feet 0 2 4

AutoCAD SHX Text

2" AIR RELEASE VALVE WITH FULL PORT S.S. BALL VALVE

AutoCAD SHX Text MAGNETIC FLOW METER CONTRACTOR TO ENSURE THE US/DS STRAIGHT PIPE REQUIREMENTS ARE MET PER MANUFACTURE STANDARDS

AutoCAD SHX Text

PRESSURE GAUGE (TYP)

AutoCAD SHX Text

2 - 8" DI 22.5° BENDS, FLANGED (TYP)

AutoCAD SHX Text

USE SS LINK SEALS AROUND ALL LINES

AutoCAD SHX Text

2" ARV DRAIN LINE

AutoCAD SHX Text

PIPE SUPPORTS (TYP)

AutoCAD SHX Text

6" QUICK DISCONNECT

AutoCAD SHX Text

USE SS LINK SEALS AROUND ALL LINES

AutoCAD SHX Text

SUBMERSIBLE PUMPS

AutoCAD SHX Text

8" DUCTILE IRON WET WELL PIPE

AutoCAD SHX Text

12" DI 45° BEND VERTICAL, RJ

AutoCAD SHX Text

12" FM TO EQ TANK

AutoCAD SHX Text

MEGAFLANGE

AutoCAD SHX Text

12" FULL PORT PLUG VALVE (TYP)

AutoCAD SHX Text

12" DI 45° BEND VERTICAL, FLANGED

AutoCAD SHX Text

12" DI 45° BEND VERTICAL, FLANGED

AutoCAD SHX Text

12" DUCTILE IRON INFLUENT FORCE MAIN EXTENSION

AutoCAD SHX Text

12' DIAMETER PRECAST/CAST WETWELL

AutoCAD SHX Text

FOR THE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Z:\Shared\SAV\Inc_Water\Rincon\CADD FILES\CONSTRUCTION\M0.2_INFLUENT_PS_DETAIL.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text

PM1.1

AutoCAD SHX Text 1" = 2'

INFLUENT PS SECTION

WETWELL TOP EL. 37'

WETWELL BASE: 21.00'

ALL PUMPS OFF: 22.67'

LEAD PUMP ON: 28.67'

HIGH WATER LEVEL ALARM 31.17'

LAG PUMP ON: 29.67'

EMERGENCY 3RD PUMP ON 30.67'

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INFLUENT LIFT STATION - SECTION 2

SCALE: 1" = 2'

Feet 0 2 4

AutoCAD SHX Text

SUBMERSIBLE PUMPS

AutoCAD SHX Text

2 - 8" DI 22.5° BENDS, FLANGED (TYP)

AutoCAD SHX Text

8" DIP PUMP EFFLUENT

AutoCAD SHX Text

8" BY-PASS LINE

AutoCAD SHX Text

12" INFLUENT FM

AutoCAD SHX Text

PUMP ACCESS HATCH 10' X 5', CONTRACTOR TO VERIFY SIZING WITH PUMP MANUFACTURE

AutoCAD SHX Text

STAINLESS STEEL PUMP GUIDE RAILS - SEE MANUFACTURE PUMP DRAWINGS FOR DIMENSIONS

AutoCAD SHX Text

8" 90° BEND, FLANGED

AutoCAD SHX Text

8" SWING CHECK VALVE (TYP)

AutoCAD SHX Text

PRESSURE GAUGE (TYP)

AutoCAD SHX Text

8" FULL PORT PLUG VALVE

AutoCAD SHX Text

8" DISMANTLING JOINT

AutoCAD SHX Text

RADAR LEVEL SENSOR

AutoCAD SHX Text

PRESSURE TRANSDUCER FOR SECONDARY LEVEL MONITORING AND PUMP CONTROLS

AutoCAD SHX Text

CONTRACTOR TO ENSURE MINIMUM CLEARANCE FROM PUMP MANUFACTURE IS MET

AutoCAD SHX Text

PIPE SUPPORTS (TYP)

AutoCAD SHX Text

PIPE SUPPORTS (TYP)

AutoCAD SHX Text

RAISE SUMP PER MANUFACTURER'S RECOMMENDATION TO ENSURE MINIMUM PUMP CLEARANCE

AutoCAD SHX Text

8" VENT WITH INSECT SCREEN

AutoCAD SHX Text

BOTTOM OF BYPASS PIPE ELEVATION: 22.5

AutoCAD SHX Text

WETWELL TO BE EPOXY COATED

AutoCAD SHX Text

FOR THE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Z:\Shared\SAV\Inc_Water\Rincon\CADD FILES\CONSTRUCTION\M0.3_INFLUENT_PS_DETAIL 2.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

AutoCAD SHX Text

CITY OF RINCON

AutoCAD SHX Text

PM1.2

AutoCAD SHX Text 1" = 2'

INFLUENT PS SECTION

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Feet 0 30 60

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text

WT1

AutoCAD SHX Text

WT2

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text

12" DUCTILE IRON INFLUENT FORCE MAIN

AutoCAD SHX Text

THREE (3) WILLOW MIXERS AT GROUND LEVEL EACH 120° APART

AutoCAD SHX Text

THREE (3) WILLOW MIXERS AT 15' EACH 120° APART

AutoCAD SHX Text

PROPOSED SAFETY RAIL

AutoCAD SHX Text

VALVE VAULT 10' X 5' INSIDE WITH 8.5' X 3.5' HATCH

AutoCAD SHX Text

12" DUCTILE IRON EQUALIZATION BASIN EFFLUENT LINE

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

INSTALL 12" X 12" TEE

AutoCAD SHX Text

CONNECT BACK TO EXISTING INFLUENT LINE USING 12" X 12" TEE

AutoCAD SHX Text EXTERIOR ALUMINUM LADDER WITH TS SAFETY RAIL, SAFETY CAGE AND LOCKABLE SECURITY GATE

AutoCAD SHX Text

12" 100% FULL PORT PLUG VALVE

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

HANDCRANK CRANE BASE SEE DETAILS

AutoCAD SHX Text

INFLUENT FLOW MONITOR

AutoCAD SHX Text

12" INSERTA VALVE

AutoCAD SHX Text

4' WALK AROUND PLATFORM

AutoCAD SHX Text

EFFLUENT SUMP

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

36" X 36" HATCH

AutoCAD SHX Text

AUTOMATIC MOTORIZED FLOW CONTROL VALVE PACED WITH UPSTREAM FLOW MONITOR

AutoCAD SHX Text

12" DISMANTLING JOINT

AutoCAD SHX Text

FLOW MONITOR

AutoCAD SHX Text

12" ARV HOUSED IN 5' MH

AutoCAD SHX Text

EXISTING 12" REUSE INFLUENT

AutoCAD SHX Text

APPROXIMATE LOCATION OF EXISTING 12" REUSE EFFLUENT

AutoCAD SHX Text

EXISTING REUSE TANK

AutoCAD SHX Text INSTALL RADAR TRANSDUCER WITH PRESSURE MONITOR BACKUP FOR LEVEL MONITORING AND INTEGRATE INTO SCADA SYSTEM

AutoCAD SHX Text

CUT AND REPLACE EXISTING PAVEMENT

AutoCAD SHX Text

CUT AND REPLACE EXISTING PAVEMENT

AutoCAD SHX Text

12" DUCTILE IRON EQUALIZATION BASIN OVERFLOW LINE

AutoCAD SHX Text

AERATION CARROUSEL

AutoCAD SHX Text

MAIN OFFICE AND LAB

AutoCAD SHX Text

AEROBIC DIGESTERS

AutoCAD SHX Text

SOLIDS STORAGE SHED

AutoCAD SHX Text

CLARIFIER 1

AutoCAD SHX Text

CLARIFIER 2

AutoCAD SHX Text

BELT PRESS BUILDING

AutoCAD SHX Text

12" 45° DIP BEND, RJ

AutoCAD SHX Text

INFLUENT PUMP STATION

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING WATERLINE CONTRACTOR TO FIELD VERIFY AND INSTALL CROSSING AS NECESSARY

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING 12" REUSE LINE CONTRACTOR TO FIELD VERIFY AND INSTALL CROSSING AS NECESSARY

AutoCAD SHX Text

EQUALIZATION BASIN AND PIPING PLAN

AutoCAD SHX Text

PM2.0

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

FOR THE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\Construction\M1.0_EQUALIZATION_BASIN_PLAN.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

CITY OF RINCON

ab lis he d

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2.3 54.

Feet 0 10 20

AutoCAD SHX Text

PROPOSED RAIL

AutoCAD SHX Text

12" AIR RELEASE VALVE AT LINE HIGHPOINT

AutoCAD SHX Text

FLOW METER WITH 60" OF DOWNSTREAM STRAIGHT PIPE

AutoCAD SHX Text EXTERIOR ALUMINUM LADDER WITH TOP OF STRUCTURE FULL DIAMETER SAFETY RAIL, SAFETY CAGE AND LOCKABLE SECURITY GATE

AutoCAD SHX Text

4' WALK AROUND PLATFORM

AutoCAD SHX Text

50" FIBERGLASS VENTILATOR

AutoCAD SHX Text

36" X 36" HATCH

AutoCAD SHX Text

FOUR (4) SUBMERSIBLE MIXERS AT GROUND LEVEL EACH 90° APART

AutoCAD SHX Text

FOUR (4) SUBMERSIBLE MIXERS MOUNTED HALFWAY UP THE TANK EACH 90° APART

AutoCAD SHX Text

PROPOSED RAIL

AutoCAD SHX Text

4' WALK AROUND

AutoCAD SHX Text RADAR LEVEL SENSOR MOUNTED INSIDE DOME - ENSURE MIXERS DO NOT INTERFERE WITH LEVEL READING

AutoCAD SHX Text

MOUNT HAND CRANK TO TANK FOR REMOVAL OF MIXER

AutoCAD SHX Text

STAINLESS STEEL MANWAY

AutoCAD SHX Text BACKUP PRESSURE TRANSDUCER FOR LEVEL MONITORING WITH ATTACHED STAINLESS STEEL CORD TO MANWAY

AutoCAD SHX Text

12" TANK INFLUENT UP THOUGH THE BOTTOM OF TANK BASE

AutoCAD SHX Text

12" TANK EFFLUENT

AutoCAD SHX Text

VALVE VAULT 10' X 5' INSIDE WITH 8.5' X 3.5' HATCH

AutoCAD SHX Text

12" DISMANTLING JOINT

AutoCAD SHX Text

AUTOMATIC MOTORIZED FLOW CONTROL VALVE WITH UP STREAM FLOW METER

AutoCAD SHX Text

TWO 12" VERTICAL 45° BENDS

AutoCAD SHX Text

TWO 12" VERTICAL 45° BENDS

AutoCAD SHX Text

#675 PRECAST CONCRETE OVERFLOW (4 REQ. AT 90°)

AutoCAD SHX Text

12" DIP TANK INFLUENT LINE

AutoCAD SHX Text

12" DIP TANK EFFLUENT

AutoCAD SHX Text

12" DIP TANK OVERFLOW LINE

AutoCAD SHX Text S1

AutoCAD SHX Text

PM2.3

AutoCAD SHX Text S1

AutoCAD SHX Text

PM2.3

AutoCAD SHX Text

SEE SHEET PM10.0 FOR DETAIL

AutoCAD SHX Text

EQUALIZATION BASIN PLAN

AutoCAD SHX Text

PM2.1

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

FOR THE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text E:\Rincon\CADD FILES\CONSTRUCTION\M1.1_EQUALIZATION_BASIN_PLAN_DETAIL.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

ab lis he d

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Feet 0 10 20

AutoCAD SHX Text

FFE: 46' SLOPE TOWARDS CENTER AT 2% SLOPE, SEE TANK DETAILS

AutoCAD SHX Text

TOP OF CONCRETE 49'

AutoCAD SHX Text

TOP OF CONCRETE 48.8'

AutoCAD SHX Text 49'

AutoCAD SHX Text 48'

AutoCAD SHX Text 47'

AutoCAD SHX Text 46'

AutoCAD SHX Text 45'

AutoCAD SHX Text

TOP OF CONCRETE 46.3'

AutoCAD SHX Text

TOP OF CONCRETE 46'

AutoCAD SHX Text 44'

AutoCAD SHX Text

EQUALIZATION BASIN TANK GRADING PLAN

AutoCAD SHX Text

PM2.2

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text

FOR THE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

DRAWINGS MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Z:\Shared\SAV\Inc_Water\Rincon\CADD FILES\CONSTRUCTION\M1.2_EQ_GRADING_PLAN.dwg

AutoCAD SHX Text

90% SET

AutoCAD SHX Text

CCH

AutoCAD SHX Text

CCH

AutoCAD SHX Text

TJH

AutoCAD SHX Text

JANUARY 2026

AutoCAD SHX Text 125409700

AutoCAD SHX Text

RINCON WRF

AutoCAD SHX Text

INTERIM UPGRADES

EL. HWL 88'

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EQUALIZATION BASIN - SECTION 1

SCALE: 1" = 5'

AutoCAD SHX Text

42' 7" SWD

AutoCAD SHX Text 250 kg

AutoCAD SHX Text

ALUMINUM GUARDRAIL FOR MIXER ACCESS HATCHES

AutoCAD SHX Text

ALUMINUM DOME PERIMETER GUARDRAIL

AutoCAD…

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File details come from the government source that posted it. Updated Jan 19, 2026.