23192 Groundwater Test Well - Clarendon County IFB Plans.pdf

PDF 3 MB Posted Jul 17, 2024

Attached to: Clarendon County Phase 5 Water Improvements - Test Well Bid
Solicitation number: 23192-0014
Issued by: Clarendon County, South Carolina

About this file

Written by GovTribe AI · Apr 11, 2025

The documents are engineering design and test well location plans for the Davis Station Groundwater Well Project in Clarendon County, South Carolina, prepared by Alliance Consulting Engineers, Inc. The project involves constructing a 750-GPM groundwater well and a 250,000-gallon elevated storage tank, with three test wells located on a 5.62-acre site along Rickenbaker Road. The plans include detailed site surveys, existing conditions, test well locations, and well construction specifications, with the project targeting installation of an 8-inch diameter well with an anticipated yield of up to 750 gallons per minute.

The project is being funded through the South Carolina Infrastructure Investment Program (SCIIP) via the South Carolina Rural Infrastructure Authority (SCRIA), with a total estimated project cost reflected in the bid documents. All contractors and subcontractors are required to be registered in the Federal System for Award Management (SAM). The bid documents specify a non-refundable payment of $250 for obtaining full sets of drawings, specifications, and contract documents, with multiple review and examination locations including Clarendon County offices, plan rooms, and the engineering firm's office in Greenville, South Carolina.

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File	Type	Posted
23192 Advertisement for Bid Groundwater Test Well.pdf	PDF	Jul 17, 2024
23192 Groundwater Test Well - Clarendon County Specifications.pdf	PDF	Jul 17, 2024

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SHEET INDEX

COVER SHEET

C-1.0 EXISTING CONDITIONS PLAN

C-2.0 TEST WELL LOCATIONS

C-3.0 WELL DETAILS

SITE LOCATION

1" = 12 MILE

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

OHE

FOC

GAS

LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING WATER/GAS VALVE

EXISTING WATER/GAS METER

EXISTING TREE LINE

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING OVERHEAD ELECTRICAL LINE

EXISTING FIBER-OPTIC CABLE LINE

EXISTING UNDERGROUND TELECOM LINE

EXISTING TELECOM/FIBER-OPTIC BOX

EXISTING GAS LINE

EXISTING FENCE

EXISTING FORCEMAIN

EXISTING ARV

EXISTING GRAVITY WASTEWATER LINE

EXISTING MANHOLE

CLEANOUT

EXISTING WATER LINE

EXISTING HYDRANT

EXISTING STORM DRAIN

EXISTING STORM DRAIN STRUCTURE

PROPOSED CONTOUR MAJOR

PROPOSED CONTOUR MINOR

PROPOSED WATER VALVE

PROPOSED WATER METER

PROPOSED FORCE MAIN

PROPOSED ARV

PROPOSED GRAVITY WASTEWATER LINE

PROPOSED MANHOLE

PROPOSED WATER LINE

PROPOSED HYDRANT

PROPOSED STORM DRAIN

PROPOSED STORM DRAIN STRUCTURE

PROPOSED DEMOLITION

PROPOSED EROSION CONTROL MATTING

PROPOSED RIP RAP

PROPOSED INLET PROTECTION

PROPOSED SILT FENCE

PROPOSED FENCE

DAVIS STATION 750-GPM GROUNDWATER WELL

250,000 GALLON ELEVATED STORAGE TANK

CLARENDON COUNTY, SOUTH CAROLINA

Know what'sbelow.

before you dig.Call

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE

LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS

SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE

VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,

MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS

NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. SC

LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY

PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY

EXCAVATION TO REQUEST EXACT FIELD LOCATION OF

UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE

UTILITIES WHICH CONFLICT WITH THE PROPOSED

IMPROVEMENTS SHOWN ON THE PLANS.

CERTIFICATION STATEMENTS

CIVIL ENGINEER

ALLIANCE CONSULTING ENGINEERS, INC.

124 VERDAE BOULEVARD, BONAVENTURE II - SUITE 505

GREENVILLE, SOUTH CAROLINA 29607-3843

(864) 284-1740

CONTACT: ADAM R. HOGAN, P.E.

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CONCRETE

GRAVEL

ASPHALT

GUARDRAIL

BOLLARD

OWNER

CLARENDON COUNTY

411 SUNSET DRIVE

MANNING, SC 29102

PHONE: 803-435-0135

FAX: 803-435-2653

LYNDEN ANTHONY - COUNTY ADMINISTRATOR

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CALHOUN

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AutoCAD SHX Text

WELL IDENTIFICATION/NAME PLATE

AutoCAD SHX Text STAINLESS STEEL AIR LINE, BALL VALVE AND CONNECTION COUPLING. THE AIR LINE SHALL BE ELBOW DOWNWARDS WITH MINIMUM OF 18" ABOVE THE SANITARY SEAL ELEVATION (INSTALLED DEPTH TO MATCH SCREEN LOCATIONS)

TOP OF SANITARY SEAL - ELEV: 137.83' MSL PROVIDE A 6'X6' SQUARE SLAB WITH 4" MIN. THICKNESS AND MIN. 3,000 PSI CONCRETE PER SCDHEC R61-58

Sheets and Views

23192 Test Well Exhibit-22x34-COVER

23192 Test Well Exhibit-C-1.0

23192 Test Well Exhibit-C-2.0

23192 Test Well Exhibit-C-3.0

File details come from the government source that posted it. Updated Apr 11, 2025.