2-23192 Plan Set Production Well and Tank IFC 12.2025.pdf

PDF 10 MB Posted Dec 12, 2025

Attached to: Well House and Treatment for Phase 5 Water System Improvements
Solicitation number: 23192-0014
Issued by: Chesterfield County, South Carolina

About this file

Written by GovTribe AI · Dec 18, 2025

This is a construction plan set document prepared by Alliance Consulting Engineers, Inc. for Clarendon County, South Carolina, detailing the design specifications for the Well House and Treatment facility as part of Phase 5 Water System Improvements (SCIIP Project No. A-23-C042). The project encompasses the construction of a new 500 GPM vertical turbine pump groundwater well, a 600-square-foot pre-engineered metal well house building, a 250,000-gallon multi-leg elevated storage tank, chlorine disinfection treatment infrastructure, yard hydrants, water main connections, and associated site improvements located on 5.62 acres in Clarendon County along MW Rickenbaker Road. The comprehensive plan set includes 26 sheets covering civil, structural, electrical, and HVAC design, with revisions issued for construction planning on November 28, 2025, and December 10, 2025. The work requires strict adherence to South Carolina Department of Environmental Conservation Standards (SCDES) land disturbance regulations, erosion and sediment control measures, and South Carolina Department of Transportation (SCDOT) specifications for work within highway right-of-way.

The design incorporates detailed construction requirements including utility coordination protocols, stormwater management, temporary and permanent site stabilization, and phased implementation. The well is designed to a total depth of 357 feet with stainless steel casing, screens, and a vertical turbine pump assembly housed within the well house building. Water treatment includes sodium hypochlorite injection capability via metering pumps, and the system provides for future SCADA monitoring integration. The contractor is responsible for obtaining all permits, coordinating utility relocations, managing erosion controls, performing dewatering operations, and providing record drawings showing finished elevations and all construction variations. Concrete construction requires 4,000 PSI minimum strength with reinforcement as specified, and all backfill material must be compacted to 95 percent standard Proctor density. The contractor must provide one-year warranty on all materials and work, with final acceptance contingent upon SCDES approval and demonstration of system functionality per South Carolina regulations R61-58 series.

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1-39051-WS.pdf	PDF	Dec 12, 2025
3-23192 Well House Bid Documents 12.11.25.pdf	PDF	Dec 12, 2025

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SHEET INDEX

COVER SHEET

C-1.0 GENERAL CONSTRUCTION NOTES

C-2.0 EXISTING CONDITIONS PLAN

C-3.0 WELL AND TANK SITE PLAN

C-4.0 UTILITY PLAN

C-5.0 GRADING AND STORM DRAINAGE PLAN

C-6.0 EROSION AND SEDIMENT CONTROL DETAILS

C-7.0 WELL DETAIL SHEET

C-8.0 - C-8.1 WELL HOUSE DETAIL

C-9.0 TANK DETAIL SHEET

C-10.0 - C-10.3 WELL HOUSE SECTION AND SCHEDULES

C-11.0 - C-11.1 EROSION CONTROL DETAILS

C-12.0 - C-12.3 GENERAL DETAILS

E-1.0 ELECTRICAL SITE PLAN, NOTES, AND LEGEND

E-1.0 WELL HOUSE ELECTRICAL PLAN AND ONE-LINE DIAGRAM

E-3.0 TANK ELECTRICAL PLAN AND ELEVATION

E-4.0 ELECTRICAL DETAILS

H-1.0 WELL HOUSE HVAC PLANS, SCHEDULE, AND DETAILS

SITE LOCATION

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

OHE

FOC

GAS

SFSF

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

WELL AND WELLHOUSE IMPROVEMENTS TO SERVE THE

250,000 GALLON ELEVATED STORAGE TANK

CLARENDON COUNTY, SOUTH CAROLINA

(SCIIP PROJECT NO. A-23-C042)

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.

OWNER

CLARENDON COUNTY

411 SUNSET DRIVE

MANNING, SC 29102

PHONE: 803-435-0135

FAX: 803-435-2653

LYNDEN ANTHONY - COUNTY ADMINISTRATOR

DATE

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SCDOT CONSTRUCTION NOTES:

NOTIFICATIONS

1. SCDOT SHALL BE NOTIFIED WHEN WORK DEFINED IN THIS PERMIT STARTS AS WELL AS WHEN THE WORK IS COMPLETED. SCDOT NOTIFICATION SHALL REFERENCE

THE SCDOT PERMIT NUMBER.

2. SCDOT SHALL BE GIVEN THE OPPORTUNITY OF ATTENDING ANY PRE -CONSTRUCTION MEETING PRIOR TO THE BEGINNING OF WORK.

3. A COPY OF THE APPROVED PERMIT WILL BE MADE AVAILABLE TO THE SCDOT AT THE WORK SITE AT ALL TIMES.

4. ALL WORK PERFORMED IN CONNECTION WITH THIS PERMIT SHALL CONFORM TO THE SCDOT "A POLICY FOR ACCOMODATING UTILITIES ON HIGHWAY RIGHT

RIGHT-OF-WAY" MOST CURRENT EDITION.

5. WORK SHALL COORDINATE WITH SCDOT CONTRACTOR AS TO NOT INTERFERE NOR DELAY WORK BEING PERFORMED FOR SCDOT RESURFACING.

6. ALL CROSSLINE PIPES ARE TO BE LOCATED AND FLAGGED PRIOR TO BEGINNING OPERATION.

7. CONTRACTOR TO MAINTAIN ACCESS TO ALL PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION UNTIL FINAL INSPECTION AND APPROVAL IS OBTAINED. IF

IN THE COURSE OF CONSTRUCTION DRIVEWAYS ARE TO BE CUT AND ACCESS IMPAIRED THE CONTRACTOR WILL BE RESPONSIBLE TO INFORM EACH RESIDENT OF THE INCONVENIENCE AND THE TIME, DATE AND LENGTH OF THE WORK TO BE DONE. REPLACEMENT OF DRIVEWAY MATERIAL SHALL BE IN KIND.

WORK WITHIN SCDOT R/W

8. ALL CLEARING INSIDE THE SCDOT RIGHT-OF-WAY AND /OR ANY PROPOSED TEMPORARY CONSTRUCTION EASEMENTS WILL BE DONE IN ACCORDANCE WITH ALL SCDOT SPECIFICATIONS. ALL STUMPS AND DEBRIS WILL BE REMOVED FROM THE RIGHT-OF-WAY AND DISPOSED OF OFF-SITE BY THE CONTRACTOR. THEN PROPER

DRAINAGE WILL WILL BE RESTORED TO ALL DISTURBED AREAS.

9. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE SIDE OF THE TRENCH AWAY FROM THE TRAVELED ROADWAY. NO EXCAVATED MATERIAL OR SPOIL IS TO BE PLACED ON THE PAVEMENT WITHOUT THE PERMISSION OF SCDOT, AND IF PERMISSION IS GRANTED, THIS MATERIAL MUST BE REMOVES DAILY, AS SOON AS POSSIBLE. THE ROADWAY IS TO BE CLEARED OF ALL THE MATERIALS IN A MANNER AS TO PROTECT THE EXISTING PAVEMENT. ANY PAVEMENT DESTROYED, OR

MARKED BY THIS OPERATION WILL BE REMOVED AND REPLACED AS REQUIRED.

10. ALL VALVES AND MANHOLES SHALL CONFORM TO THE EXISTING ELEVATION OF THE ROADWAY OR SHOULDER AND CONFORM TO THE ACCEPTED STANDARD.

WHEN THE VALVES AND MANHOLES WILL BE LOCATED OUT OF THE PAVEMENT, THEY SHALL NOT BE PLACED IN A DITCH FLOW LINE WITHOUT ENGINEER APPROVAL

AND 12-INCHES ADDITIONAL COVER, AT CONTRACTORS EXPENSE.

11. THERE SHALL BE NO EXCAVATION OF SOIL NEARER THAN TWO FEET FROM ANY PUBLIC UTILITY POLE OR APPURTENANT FACILITY WITHOUT THE WRITTEN CONSENT OF THE OWNER THEREOF. SPECIAL PERMISSION OF THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION AFTER AN OPPORTUNITY TO BE HEARD IS

GIVEN THE OWNER OF SUCH POLE OR APPURTENANT FACILITY MAY BE GIVEN.

12. IF THE SIDE OF THE TRENCH, PIT OR ANY EXCAVATION IS WITHIN 3-FT OF THE EXISTING ROADWAY EDGE OF PAVEMENT, THE EXCAVATED AREA WILL BE BACKFILLED ENTIRELY WITH FLOWABLE FILL TO AN ELEVATION OF 6 INCHES FROM THE EXISTING GROUND ELEVATION. THEN BROUGHT TOO GRADE WITH SUITABLE TOPSOIL, COMPACTED TO 95% COMPACTION, GRADED, AND GRASSED AS REQUIRED TO ELIMINATE ANY EROSION.

13. APPLICANT SHALL BE RESPONSIBLE FOR THE PLACEMENT OF SECURED STEEL PLATES ON OPEN CUT OF PAVEMENT IF WORK IS INCOMPLETE OR LEFT OVERNIGHT.

14. ALL OPEN EXCAVATIONS WITHIN SCDOT RIGHT-OF-WAY SHALL BE PROPERLY BARRICADED WHEN WORK IS NOT BEING PERFORMED. BORE PITS SHALL BE SAFELY

SECURED WHEN NOT IN USE AND CLOSED IMMEDIATELY AFTER INSTALLATION.

15. ALL PRESSURIZED UTILITY PIPE LINES CROSSING SCDOT ROADWAY EITHER IN AN OPEN CUT OR BY A BORING OPERATION ARE TO BE ENCASED IN A STEEL CASING

OR BE DUCTILE IRON PIPE (DIP) AS INDICATED ON PERMIT DRAWINGS.

RESURFACING AND RESTORATION WITHIN SCDOT R/W

16. TRENCH TO BE PROPERLY BACK -FILLED AND THOROUGHLY TAMPED PER NOTE 9 IN ACCORDANCE WITH SCDOT STANDARDS. THE ENTIRE DISTURBED AREA SHALL BE RE-SHAPED AND DRESSED IN A WORKMANSHIP LIKE MANNER AND ENSURING POSITIVE DRAINAGE.

17. WHEN ROADS ARE RESURFACED, SHOULDERS SHALL BE REGRADED TO THE EDGE OF PAVEMENT TO CONFORM TO SCDOT SPECIFICATIONS.

18. THE DITCHES, SHOULDERS, AND/OR DRAIN PIPES DISTURBED, REMOVED, OR OTHERWISE DAMAGED DURING CONSTRUCTION SHALL BE IMMEDIATELY

RE-ESTABLISHED TO PROPER GRADE AND ORIGINAL CROSS SECTION TO PROVIDE POSITIVE DRAINAGE, REPLACED OR RESTORED TO ORIGINAL SIZE AND MATERIAL, STABILIZED, AND ALL DRAIN PIPES CLEARED TO ENSURE PROPER AND ADEQUATE DRAINAGE. ANY CHANGE IN PIPE SIZE OR TYPE WILL REQUIRE APPROVAL FROM SCDOT PRIOR TO CHANGE BEING MADE. ANY NEW PIPE WILL REMAIN UNCOVERED UNTIL SCDOT INSPECTION HAS BEEN COMPLETED AT WHICH

POINT IT MAY BE COVERED AND COMPACTED AS REQUIRED.

19. APPLICANT SHALL COMPLETE ALL REPAIRS OR REPLACEMENTS OF ASPHALT, SIDEWALKS, CURB AND GUTTER, PAVEMENT MARKINGS INCLUDING RPM'S USING THE APPROPRIATE DETAILS PER SCDOT STANDARD SPECIFICATIONS. ANY DISTURBED ITEMS SHALL BE RETURNED TO THEIR ORIGINAL STATE. ANY EXISTING PAVEMENT MARKINGS OR TRAFFIC SIGNAGE ALTERED DURING THE INSTALLATION OF THIS PERMITTED CONSTRUCTION WILL BE REPLACED BY THE PERMITTEE TO

THEIR ORIGINAL CONDITION AS SOON AS POSSIBLE.

20. APPLICANT SHALL BE RESPONSIBLE FOR ALL PAVEMENT REPAIRS IF BORING PROCEDURE CAUSES ANY DAMAGE TO THE PAVEMENT. IF DAMAGE OCCURS, APPLICANT SHALL NOTIFY THE SCDOT MAINTENANCE PERMITS OFFICE IMMEDIATELY.

21. APPLICANT SHALL BE RESPONSIBLE FOR ALL FUTURE MAINTENANCE OF ANY PAVEMENT DISTURBANCE CAUSED BY THE UTILITY INSTALLATION OR REPAIR.

22. RESTORATION WORK IS TO BE PERFORMED AS SOON AS POSSIBLE AFTER CONSTRUCTION SUCH THAT CONSTRUCTION IS NO FURTHER THAN 2000-LF AHEAD OF

RESTORATION. ANY AREA BEHIND THE WORK ZONE WILL BE RESTORED TO ITS TYPICAL SECTION AND PREPARED FOR FINAL GRADING, AND GRASSING

IMMEDIATELY AS WORK PROGRESSES.

23. CLEANUP AND EROSION CONTROL MEASURES IN AREAS WHERE CONSTRUCTION HAS BEEN COMPLETED WILL BE CONDUCTED DURING THE LIFE OF THE PROJECT.

24. WHEN IN SCDOT RIGHT OF WAY, THE ENTIRE DISTURBED AREA SHALL BE TOP -SOILED USING 3 INCHES OF SELECTED MATERIAL AND RE -GRASSED TO SCDOT

SPECIFICATIONS. ALL AREAS DISTURBED SHALL BE RESEEDED AND MONITORED UNTIL VEGETATION IS ESTABLISHED. SEE SCDOT "POLICY FOR SEEDING AND

EROSION CONTROL MEASURES INSIDE ROADWAY RIGHTS-OF-WAY".

TRAFFIC CONTROL WITHIN SCDOT R/W

25. CONTRACTOR SHALL SUBMIT 40 HOUR NOTIFICATION FORM TO SCDOT AND SHALL OBTAIN AN APPROVED TRAFFIC CONTROL PLAN BEFORE CONSTRUCTION

BEGINS.

26. FLASHING ARROW BOARDS SHALL BE USED FOR ALL LANE CLOSURES ON PRIMARY ROUTES AND/OR ROADS WITH HIGH TRAFFIC VOLUMES.

27. TRAFFIC CONTROL, LIGHTS, SIGNS AND FLAG-MEN WILL BE FURNISHED BY CONTRACTOR AND WILL CONFORM TO PART VI OF THE MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES.

28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE REMOVAL OF SUCH TRAFFIC HAZARDS AS MUD, DEBRIS, LOOSE STONE, AND TRASH AS MAY BE

WASHED OR SPILLED ON THE TRAVELED ROADWAY AS A RESULT OF THE PROPOSED WORK.

29. TRAFFIC CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR PER SCDOT SPECIFICATIONS AND STANDARD DRAWING SERIES 601 AND 610, AS

APPLICABLE, AND PER MUTCD SPECIFICATION SECTION 6H.01 (LATEST EDITION).

30. CONTRACTOR SHALL ENSURE ALL TRAFFIC SAFETY IS UPHELD AND PROVIDE ONE (1) LANE OPEN AT ALL TIMES.

GENERAL CONSTRUCTION LAND DISTURBANCE NOTES:

SEE SHEETS C-11.0 - C-11.1 FOR EROSION CONTROL DETAILS AND SCDES STANDARD NOTES

SCDES LAND DISTURBANCE SEQUENCE

1. RECEIVE NPDES APPROVAL FROM SCDES.

2. SCHEDULE PRE-CONSTRUCTION MEETING.

3. NOTIFY CLARENDON COUNTY/SCDES EQC REGIONAL OFFICE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITIES.

4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE(S) AND PERIMETER AND EROSION CONTROLS (I.E. SILT FENCE, SEDIMENT TUBE) AS SHOWN AND AS

NECESSARY.

5. BEGIN CONSTRUCTION WORK (I.E. CLEARING AND GRUBBING, UTILITY INSTALLATION, ETC.) CONTRACTOR TO MONITOR AND MAINTAIN PERIMETER AND

EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION UNTIL FINAL STABILIZATION IS ACHIEVED, INCLUDING REPLACEMENT OF MEASURES AS

NEEDED.

6. CONTRACTOR TO RE-GRADE AND STABILIZE PROJECT AREA AS CONSTRUCTION IS COMPLETED.

7. CONTRACTOR MAY REMOVE PERIMETER AND EROSION CONTROL DEVICES ONCE FINAL STABILIZATION OF ENTIRE PROJECT AREA IS ACHIEVED.

8. SUBMIT NOTICE OF TERMINATION (NOT) TO SCDES.

ENVIRONMENTAL PROTECTION AND EROSION CONTROL NOTES

1. CONTRACTOR TO INSTALL SILT FENCE ON LOW SIDE OF LIMITS OF DISTURBANCE FOR THE ENTIRE LENGTH OF THE PROJECT.

2. CONTRACTOR TO UTILIZE DOUBLE ROW SILT FENCE ALONG THE LOW SIDE OF THE LIMITS OF DISTURBANCE SUCH THAT AN UNDISTURBED BUFFER IS

MAINTAINED BETWEEN THE SILT FENCE AND THE SENSITIVE AREA WHEN CONSTRUCTION IS ADJACENT TO SENSITIVE AREAS SUCH AS WETLANDS OR WATER BODIES. THIS INCLUDES INSTALLING DOUBLE ROW SILT FENCE AT THE START AND END OF BORES FOR TRENCHLESS INSTALLATIONS AND

IMPLEMENTATION OF BANK PROTECTION AND STABILIZATION AS NEEDED.

3. CONTRACTOR TO UTILIZE SEDIMENT TUBES AS INLET PROTECTION AT STORM DRAINS AND UTILIZE SEDIMENT TUBES AND/OR EROSION CONTROL MATTING TO ENSURE PROPER STABILIZATION AND EROSION CONTROL WITHIN DRAINAGE DITCHES.

4. ALL WATER COLLECTED AND PUMPED DURING DEWATERING ACTIVITIES SHALL BE DISPOSED OF IN UNDISTURBED UPLAND AREAS INTO DOUBLE STAKED HAY BALES. DISCHARGE LOCATIONS SHALL BE OVER UNDISTURBED SOIL, A MINIMUM OF 75 FEET FROM THE NEAREST WATER BODY, WETLAND AREA, OR INLET TO ALLOW FOR MAXIMUM OVERLAND FILTRATION OF SOIL PARTICLES.

5. CONTRACTOR SHALL NOT REMOVE ANY TREES OTHER THAN THOSE SPECIFICALLY SHOWN TO BE REMOVED. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL TREES NOT SPECIFICALLY SHOWN TO BE REMOVED. NO ACTIVITIES (EQUIPMENT, FILL PLACEMENT, ETC.) SHALL TAKE PLACE WITHIN THE DRIPLINE OF THE TREES TO REMAIN. IF NECESSARY, THE CONTRACTOR SHALL PROTECT TREES WITH SUITABLE BARRICADES.

6. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCES AT ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC ACCESSES A PAVED ROADWAY.

WATER CONSTRUCTION GENERAL NOTES

STANDARDS AND SPECIFICATIONS

1. ALL WATER CONSTRUCTION MUST CONFORM TO ALL CLARENDON COUNTY STANDARDS AND SPECIFICATIONS.

2. CONTRACTOR TO USE THE PIPE MATERIAL AS IT IS REFERENCED IN THE SPECIFICATIONS AND SHOWN ON THE CONSTRUCTION DRAWINGS. ALL PROPOSED PVC PIPE SHALL HAVE

A MINIMUM OF 36" OF COVER; CONTRACTOR TO NOTIFY THE OWNER AND ENGINEER IF ANY PROJECT CONDITIONS REQUIRE A CHANGE IN PIPE MATERIAL.

3. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH THE LINES AND GRADES SHOWN ON THE PLANS AND TO TOLERANCES STATED HEREIN OR IN THE

SPECIFICATIONS.

4. CONSTRUCTION SHALL BE CARRIED OUT "IN THE DRY". THE CONTRACTOR SHALL REVIEW SITE CONDITIONS AND DETERMINE METHODS AND EXTENT OF DEWATERING

NECESSARY AND SHALL INCLUDE COSTS OF DEWATERING IN THE BID. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR CONTROL OF GROUND OR SURFACE WATER OR FOR ADDITIONAL MATERIALS OR REWORK REQUIRED AS A RESULT OF INADEQUATE OR INSUFFICIENT DEWATERING.

5. ALL WORK TO BE PERFORMED FOR THE COMPLETION OF THIS PROJECT SHALL BE CONSTRUCTED ACCORDING TO THE BEST PRACTICES OF THE INDUSTRY AND IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND/OR CITY CODES, ORDINANCES, STANDARDS AND PERMIT CONDITIONS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING AND/OR REPAIRING ANY PAVEMENT, DRIVEWAYS, SIDEWALKS, CURBS, AND ANY OTHER EXISTING STRUCTURE THAT MUST BE CUT, REMOVED, OR IS DAMAGED DURING OR AS A RESULT OF CONSTRUCTION. ALL ROAD REPAIRS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF SOUTH

CAROLINA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.

7. COMPACTION OF THE BACK FILL OF ALL TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS, AND SHALL BE PLACED AT OR NEAR OPTIMUM MOISTURE. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM DATE OF APPROVAL

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

PERMITS, EASEMENTS, AND ACCESS

8. ALL WATER EASEMENTS MUST BE DRESSED AND GRASSED TO THE EXISTING GROUND SURFACE ELEVATION AND TO CONTROL EROSION IN ACCORDANCE WITH EASEMENT PLATS

PRIOR TO ACCEPTANCE. TREES SHALL NOT BE PLANTED IN THE PERMANENT EASEMENT AREA.

9. IT IS THE RESPONSIBILITY OF THE OWNER TO ACQUIRE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS SHOWN IN THE CONSTRUCTION PLANS. CONTRACTOR SHALL PERFORM AND ACCOMPLISH ALL WORK, AS SHOWN IN THE CONSTRUCTION PLANS, WITHIN THE EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER.

CONTRACTOR TO ENSURE ALL EASEMENTS, ACCESS, AND/OR RIGHTS-OF-WAY, AS FURNISHED BY OWNER, HAVE BEEN OBTAINED AND ARE ABIDED BY THROUGHOUT

CONSTRUCTION.

10. ALL PROPERTIES DISTURBED DURING OR AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO THE PRE-EXISTING CONDITION OR BETTER.

11. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS IN WRITING AT LEAST TWO (2) BUSINESS DAYS PRIOR TO ANY INCONVENIENCE OR DISRUPTION OF SERVICES AS A RESULT

OF CONSTRUCTION.

12. CONTRACTOR SHALL NOT BLOCK ANY PROPERTY INGRESS/EGRESS AND IF NECESSARY, SHALL PROVIDE TEMPORARY CONSTRUCTION ACCESS TO PROPERTY OWNERS

THROUGHOUT THE PROJECT. THE CONTRACTOR MAY STORE MATERIAL, WASTE, BORROW AND CONSTRUCTION EQUIPMENT WITHIN THE EXISTING UTILITY EASEMENTS AND PRE-DETERMINED LAY-DOWN AREAS BUT MAY NOT STORE OUTSIDE THOSE AREAS. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL EXCESS EXCAVATED MATERIAL TO

AN APPROVED LOCATION, REGARDLESS OF CONTENT.

EXISTING CONDITIONS

13. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS AND DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, ETC. AFFECTING THEIR WORK PRIOR TO CONSTRUCTION REFER TO REFERENCES FOR ALL INFORMATION INCORPORATED AS THE EXISTING CONDITIONS. CONTRACTOR TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES AND STORM DRAINAGE PRIOR TO DIGGING AND IS RESPONSIBLE FOR ANY DAMAGES TO EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WHICH MAY OCCUR DURING CONSTRUCTION.

14. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF WATER LINES FOR CONNECTION TO EXISTING WATER SYSTEMS. CONTRACTOR TO NOTIFY CLARENDON COUNTY PRIOR TO CONNECTING TO ANY EXISTING WATER FACILITIES AND A CLARENDON COUNTY INSPECTOR MUST BE PRESENT WHILE CONNECTING.

EXISTING UTILITIES AND CONFLICTS

15. IF UTILITY FIELD RELOCATIONS ARE REQUIRED, THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION SCHEDULE WITH ALL UTILITY COMPANIES AS WELL AS ANY EFFECTED CITY AND COUNTY DEPARTMENTS BY PROVIDING A MINIMUM OF 48 HOURS NOTICE OF WHEN CONSTRUCTION WILL COMMENCE IN ORDER TO PERMIT FIELD LOCATION OF UTILITY LINES PRIOR TO CONSTRUCTION. A TOLL-FREE NUMBER, 1-888-721-7787 IS AVAILABLE TO ASSIST IN SUCH COORDINATION EFFORTS BUT DOES NOT NECESSARILY

REPRESENT ALL UTILITY COMPANIES IN THE AREA REFER TO UTILITY PROVIDER CONTACTS.

16. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

17. THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH ANY SITE WORK WHICH INVOLVES A CONFLICT THAT HAS ARISEN DURING CONSTRUCTION OF

ANY WORK SHOWN ON THESE DRAWINGS.

18. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION DOCUMENTS AND SHALL IMMEDIATELY REPORT THE ENGINEER ANY DISCREPANCIES OR OMISSIONS DISCOVERED ON THE PLANS OR AT THE SITE. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO VERIFY THAT ALL LOCATIONS ARE CORRECT PRIOR TO

COMMENCING CONSTRUCTION.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE UTILITY COMPANY OR OWNER AS APPLICABLE TO STABILIZE UTILITY POLES AND REMOVE AND REPLACE EXISTING GUY WIRES AS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH THIS WORK.

20. CONTRACTOR SHALL COORDINATE WITH CLARENDON COUNTY WATER AND SEWER DEPARTMENT PRIOR TO BEGINNING CONSTRUCTION ON THE COUNTY'S FACILITIES TO REVIEW MATERIALS. A CLARENDON COUNTY INSPECTOR MUST BE PRESENT WHEN CONNECTING TO THE COUNTY'S FACILITIES. A MINIMUM OF 48 HOUR NOTICE SHALL BE GIVEN FOR ANY

INSPECTIONS.

PROJECT COMPLETION AND CLOSEOUT

21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING RECORD DRAWING INFORMATION INCLUDING, BUT NOT LIMITED TO, FINISHED GRADE ELEVATIONS, TIES TO EXISTING LINES OR STRUCTURES, VALVES, BENDS, SERVICE CONNECTIONS, METERS, ELEVATIONS OF PIPES WHERE DEPTH OF COVER VARIES FROM DESIGN, WASTEWATER OR STORMWATER MANHOLE RIM/TOP AND INVERT ELEVATIONS, CLEANOUTS AND SERVICE CONNECTIONS, PLUS LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL OTHER

CONSTRUCTION COMPONENTS WHICH VARY FROM THE DESIGN.

22. CONTRACTOR SHALL WARRANTY ALL WORK AND MATERIALS FOR A MINIMUM PERIOD OF ONE (1) YEAR FROM COMPLETION DATE OF THE PROJECT.

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EXISTING DITCH

EXISTING 18" RCP

AutoCAD SHX Text

AutoCAD SHX Text N 39°20'44" E

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AutoCAD SHX Text S 47°28'20" W

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AutoCAD SHX Text N 38°37'45" E

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AutoCAD SHX Text S 50°43'08" E

AutoCAD SHX Text 405.08'

AutoCAD SHX Text N 42°40'17" W

AutoCAD SHX Text 86.17'

AutoCAD SHX Text S 47°28'19" W

AutoCAD SHX Text 66.60'

AutoCAD SHX Text

TBM

AutoCAD SHX Text Top of 1/2" Rebar

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EL=137.41

AutoCAD SHX Text N 643255.4068

AutoCAD SHX Text E 2224146.8809

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TBM

AutoCAD SHX Text 66' R/W

AutoCAD SHX Text Ditch

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AutoCAD SHX Text Janie Felder

AutoCAD SHX Text

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AutoCAD SHX Text Magedeline Carter Estate

AutoCAD SHX Text

TM 144-00-03-002-00

AutoCAD SHX Text Cecil Eaddy

AutoCAD SHX Text

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AutoCAD SHX Text Mercedes Stukes

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EXISTING DITCH

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50' MIN. BUILDING SETBACK

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CONCRETE KEY

R25'

25-FT WIDTH

70-FT WIDTH

R25'

PROPOSED WELL

HOUSE BUILDING 600-SF

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FENCE WITH 3 STRANDS OF

BARBED WIRE

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GENERATOR (8-FT x 12-FT)

SPLASH PAD

DOOR LANDING

TRANSFORMER PAD

WITH BOLLARDS

NEW GROUNDWATER

WELL

16-FT MANUAL

SWING GATE

SHELL LADDER WITH

SAFETY DEVICE

TOWER LADDER

WITH SAFETY DEVICE

ROOF LADDER WITH

SAFETY DEVICE

ROOF MANWAY

ROOF VENT

BALCONY

NEW 250,000 GALLON

MULTI-LEG ELEVATED

STORAGE TANK

COLUMNS

(TYP.)

SPLASH PAD

CONTAINER

OVERFLOW

PIPE

PROPOSED CHLORINE

DISINFECTION STORAGE

BUILDING

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AutoCAD SHX Text S 47°28'20" W

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AutoCAD SHX Text N 39°50'11" E

AutoCAD SHX Text 294.94'

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AutoCAD SHX Text C-1

AutoCAD SHX Text N 38°37'45" E

AutoCAD SHX Text 200.04'

AutoCAD SHX Text S 50°43'08" E

AutoCAD SHX Text 405.08'

AutoCAD SHX Text N 42°40'17" W

AutoCAD SHX Text 86.17'

AutoCAD SHX Text S 47°28'19" W

AutoCAD SHX Text 66.60'

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TBM

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AutoCAD SHX Text N 643255.4068

AutoCAD SHX Text E 2224146.8809

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AutoCAD SHX Text 66' R/W

AutoCAD SHX Text Ditch

AutoCAD SHX Text Janie Felder

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NEW WELL HOUSE

BUILDING

600 SQ. FT.

PAD MOUNTED EMERGENCY

GENERATOR (8-FT x 12-FT)

TRANSFORMER PAD

WITH BOLLARDS

NEW GROUNDWATER

WELL

50-FT MINIMUM BUILDING

SETBACK FROM RIGHT OF WAY

NEW CHLORINE DISINFECTION

STORAGE BUILDING

NEW 12-INCH DIP

WATER MAIN FOR

DISTRIBUTION

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NEW 8-INCH DIP WATER

MAIN TO TANK

SEE SHEET C-8.0 FOR WELL

HOUSE PIPING DETAIL

NEW 250,000 MULTI-LEG

ELEVATED STORAGE TANK

YARD HYDRANT

CONTRACTOR TO COORDINATE

WATER MAIN CROSSING WITH

CLARENDON COUNTY

EXISTING 12-INCH WATER LINE

PROPOSED 12-INCH WATER LINE

TO TIE INTO EXISTING 12-INCH

WATER LINE ALONG MW

RICKENBAKER ROAD

AutoCAD SHX Text N 39°20'44" E

AutoCAD SHX Text 158.34'

AutoCAD SHX Text S 47°28'20" W

AutoCAD SHX Text 723.36'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text C-1

AutoCAD SHX Text N 42°40'17" W

AutoCAD SHX Text 86.17'

AutoCAD SHX Text

TBM

AutoCAD SHX Text Top of 1/2" Rebar

AutoCAD SHX Text

EL=137.41

AutoCAD SHX Text N 643255.4068

AutoCAD SHX Text E 2224146.8809

AutoCAD SHX Text

TBM

AutoCAD SHX Text 66' R/W

AutoCAD SHX Text

TM 143-00-03-049-00

AutoCAD SHX Text Mercedes Stukes

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55 MPH SPEED LIMIT

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before you dig.Call

50-FT MINIMUM BUILDING

SETBACK FROM RIGHT OF WAY

PROPOSED LOCATION

OF NEW WATER WELL

PROPOSED LOCATION OF NEW

250,000 GALLON MULTI-LEG

ELEVATED STORAGE TANK

PROPOSED LOCATION

OF NEW 600 SF WELL

HOUSE BUILDING

GRADING BOUNDARY

AutoCAD SHX Text

AutoCAD SHX Text N 39°20'44" E

AutoCAD SHX Text 158.34'

AutoCAD SHX Text S 47°28'20" W

AutoCAD SHX Text 723.36'

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18" RCP

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AutoCAD SHX Text N 42°40'17" W

AutoCAD SHX Text 86.17'

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TBM

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EL=137.41

AutoCAD SHX Text N 643255.4068

AutoCAD SHX Text E 2224146.8809

AutoCAD SHX Text

TBM

AutoCAD SHX Text 66' R/W

AutoCAD SHX Text

TM 143-00-03-049-00

AutoCAD SHX Text Mercedes Stukes

AutoCAD SHX Text Treeline

AutoCAD SHX Text

55 MPH SPEED LIMIT

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/2/25

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before you dig.Call

STABILIZED

CONSTRUCTION

ENTRANCE

NEW WELL HOUSE

BUILDING

600 SQ. FT.

EXISTING

18-INCH RCP

50-FT MINIMUM BUILDING

SETBACK FROM RIGHT OF WAY

LIMITS OF DISTURBANCE

± 5-FT FROM SILT FENCE

SILT FENCE

± 3-FT FROM CHAIN LINK FENCE

(TYP.)

6-FT TALL CHAIN LINK

FENCE WITH 3 STRANDS

OF BARBED WIRE

NEW GROUNDWATER

WELL

SPLASH PAD

NEW 250,000 GALLON

MULTI-LEG ELEVATED

STORAGE TANK

16-FT MANUAL

SWING GATE

PADS FOR EMERGENCY

GENERATOR AND TRANSFORMER

AutoCAD SHX Text

AutoCAD SHX Text N 39°20'44" E

AutoCAD SHX Text 158.34'

AutoCAD SHX Text S 47°28'20" W

AutoCAD SHX Text 723.36'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text C-1

AutoCAD SHX Text N 42°40'17" W

AutoCAD SHX Text 86.17'

AutoCAD SHX Text

TBM

AutoCAD SHX Text Top of 1/2" Rebar

AutoCAD SHX Text

EL=137.41

AutoCAD SHX Text N 643255.4068

AutoCAD SHX Text E 2224146.8809

AutoCAD SHX Text

TBM

AutoCAD SHX Text 66' R/W

AutoCAD SHX Text

TM 143-00-03-049-00

AutoCAD SHX Text Mercedes Stukes

AutoCAD SHX Text Treeline

AutoCAD SHX Text

55 MPH SPEED LIMIT

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/2/25

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C-7.0

WELL IDENTIFICATION PLATE

NOTES:

1. THE PLATE SHALL BE CONSTRUCTED WITH A DURABLE,

WEATHERPROOF, RUST PROOF, MATERIAL.

2. THE IDENTIFICATION PLATE SHALL BE PERMANENTLY

SECURED TO THE WALL CASING OR ENCLOSURE FLOOR

AROUND THE CASING WHERE IT IS READILY VISIBLE.

3. WELL IDENTIFICATION PLATE SHALL BE PERMANENTLY

MARKED TO SHOW:

·· AC SHULTES OF CAROLINA, INC.

CONNOR CORDINGLEY, LICENSE NUMBER: 2411

·· DATE OF WELL INSTALLATION: APRIL 2025

·· TOTAL DEPTH OF WELL: 357-FEET

·· CASING DEPTH: 357-FEET

L D

Test Well Detail Not To Scale

AutoCAD SHX Text Alliance Consulting

AutoCAD SHX Text No. C02854

AutoCAD SHX Text Engineers, Inc.

AutoCAD SHX Text 12/2/25

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30" BORE HOLE

AutoCAD SHX Text

-90 FT ELEV. 47' MSL

AutoCAD SHX Text

24" OUTER STEEL CASING

AutoCAD SHX Text

0 FT GROUND LEVEL ELEV. 135' MSL

AutoCAD SHX Text

EXISTING GRADE 135.0' MSL

AutoCAD SHX Text

PROPOSED FINISHED GRADE 135.70' MSL

AutoCAD SHX Text TOP OF SANITARY SEAL - ELEV: 137.45' MSL 6'X6' SQUARE SLAB WITH 4" MIN. THICKNESS

AutoCAD SHX Text

TOP OF 20" OUTER STEEL CASING - ELEV: 137.45' MSL

AutoCAD SHX Text

CONFINING STRATUM LAYER (PER GEOTECHNICAL BORING LOGS)

AutoCAD SHX Text

24" BORE HOLE

AutoCAD SHX Text

WELL IDENTIFICATION/NAME PLATE (SEE NOTES THIS SHEET)

AutoCAD SHX Text VTP INCLUDES 9 BOWL STAGES IN PRELIMINARY LAYOUT (ENGINEER WILL REVIEW AND APPROVE FINAL LAYOUT WITH CONTRACTOR)

AutoCAD SHX Text

TYPICAL 10" 304 SS WELL SCREEN

AutoCAD SHX Text

BOTTOM OF GROUNDWATER WELL

AutoCAD SHX Text

16" BORE HOLE

AutoCAD SHX Text

STAINLESS STEEL AIR LINE, BALL VALVE, AND CONNECTION COUPLING

AutoCAD SHX Text

8" WATER CARRIERPIPE WITH LINED SHAFT

AutoCAD SHX Text

MAX. OUTER OF VTP SHAFTINSIDE WELL SHALL BE 8"

AutoCAD SHX Text

(-205 FT) ELEV. -63' MSLELEV. -63' MSL

AutoCAD SHX Text APPROXIMATE LOCATION OF BOWL SET POINT (205 LF OF VTP SHAFT) - (ACCREDITED WELL DRILLER SHALL CONFIRM DURING CONSTRUCTION)

AutoCAD SHX Text

WELLHEAD PIPING TO WELLHEAD PIPING TO WELL BUILDING - ELEV: 138.36' MSL

AutoCAD SHX Text

VTP SHAFT LINED TYPE WELL PUMP

AutoCAD SHX Text

MIN. 3,000 PSI CONCRETE BARRIER TO PROTECT WELLHEAD OUTER CASING PIPING

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VTP MOTOR

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(-77.2 FT) ELEV. 57.8' MSLELEV. 57.8' MSL

AutoCAD SHX Text APPROXIMATE LOCATION OF STATIC GROUNDWATER TABLE BASED ON THE 24-HOUR PUMP TEST CONDUCTED BY A.C. SCHULTES OF CAROLINA, INC.

AutoCAD SHX Text

30" BORE HOLE

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(-90 FT) ELEV. 47' MSLELEV. 47' MSL

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90-LF 24" OUTER STEEL CASING

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(0 FT GROUND LEVEL) ELEV. 137' MSLELEV. 137' MSL

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EXISTING GRADE 137' MSL

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PROPOSED FINISHED GRADE 137.5' MSL

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TOP OF 24" OUTER STEEL CASING - ELEV: 138.83' MSL

AutoCAD SHX Text

3" ANNULAR SPACE WITH CEMENT GROUT MEETING SCDES R61-58.B(7)

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CONFINING STRATUM LAYER (PER GEOTECHNICAL BORING LOGS)

AutoCAD SHX Text

24" BORE HOLE(CONTRACT INCLUDES 220 LF)

AutoCAD SHX Text

3" ANNULAR SPACE BETWEEN INNER AND OUTER CASING FILLED WITH GRAVEL PACKING

AutoCAD SHX Text

3" ANNULAR SPACE BETWEEN INNER CASING AND BORE HOLE FILLED WITH GRAVEL PACKING

AutoCAD SHX Text

(-208 FT) ELEV. -7' MSLELEV. -7' MSL

AutoCAD SHX Text

(-357 FT) ELEV. -220' MSLELEV. -220' MSL

AutoCAD SHX Text 10" 304 TYPE STAINLESS STEEL(SS) WELL CASING AND WELL SCREENS AS DETERMINED BY WELL DRILLER

AutoCAD SHX Text

TYPICAL 10" 304 SS WELL SCREEN(SEE TEST WELL INFORMATION FOR LOCATIONS)

AutoCAD SHX Text

TYPICAL 10" 304 SS WELL SCREEN

AutoCAD SHX Text

BOTTOM OF GROUNDWATER WELL

AutoCAD SHX Text

16" BORE HOLE

AutoCAD SHX Text

3" ANNULAR SPACE BETWEEN INNER CASING AND BORE HOLE FILLED WITH GRAVEL PACKING

AutoCAD SHX Text

WELL IDENTIFICATION/NAME PLATE (SEE NOTES THIS SHEET)

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)

AutoCAD SHX Text TOP OF SANITARY SEAL - ELEV: 137.83' MSL 6'X6' SQUARE SLAB WITH 4" MIN. THICKNESS

AutoCAD SHX Text

VERTICAL TURBINE PUMP (VTP) GROUNDWATER WELL DETAIL

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1. GROUNDWATER WELL VERTICAL TURBINE PUMP CONTROLLED BY WELL

SYSTEM CONTROL PANEL (SEE SPECIFICATIONS FOR COMPLETE DETAILS).

2. VERTICAL TURBINE PUMP IS FIXED SPEED TYPE WITH ON/OFF CONTROLLED

BY PRESSURE TRANSDUCER INSIDE WELL HOUSE BUILDING.

3. THE CONTROL PANEL SYSTEM SHALL INCLUDE A HUMAN MACHINE

INTERFACE (HMI) ALLOWING OPERATIONAL STAFF TO CHANGE VERTICAL

TURBINE PUMP ON AND OFF LEVEL WITHIN ELEVATED STORAGE TANK.

4. THE SYSTEM WILL INCLUDE TWO (2) NaCl METERING PUMPS HOUSED INSIDE

THE CHLORINE STORAGE BUILDING. METERING PUMP CAPACITY SHALL BE

RATED FOR 3.75 GALLONS PER HOUR (GPH) AT 120 PSI. METERING PUMP

FEED RATE WILL BE FIELD ADJUSTABLE HOWEVER, TYPICAL RATE WILL BE

2.5 GPH AT 120 PSI.

5. NaCl METERING PUMPS POWER SUPPLY WILL BE FEED DIRECTLY FROM

WELL SYSTEM CONTROL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 18, 2025.